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March 20th, 2014 Full Agenda
A Community of Choice, Committed to Excellence Agenda Board of Supervisors Isle of Wight County March 20, 2014 Call To Order 5:00 P.M. Invocation The Honorable Rudolph Jefferson Pledge Of Allegiance 1. Approval of Agenda 2. Consent Agenda A. Resolution to Accept and Appropriate Pre-Hospital Information Bridge Grant ($6,519) B. Resolution to Accept and Appropriate Local Emergency Management Performance Grant ($21,150) C. Resolution - National County Government Month D. Resolution – Accept and Appropriate Fort Boykin Barn VACoRP Insurance Settlement ($15,751) A Community of Choice, Committed to Excellence E. Motion – Approval of Memorandum of Understanding with the Town of Windsor for VDOT Sidewalk Planning Funding F. Motion – Tax Approval Refund to American Lifeline Medical Transport ($10,817) G. Motion – Approval of Wetlands Board By-Laws H. April 15, 2013 Budget Work Session Minutes I. April 22, 2013 Budget Work Session Minutes J. April 25, 2014 Special Meeting Minutes K. April 29, 2013 Budget Work Session Minutes L. May 6, 2013 Budget Work Session Minutes M. May 13, 2013 Budget Work Session Minutes N. May 20, 2013 Budget Work Session Minutes O. May 23, 2013 Special Meeting Minutes 3. Regional Reports 4. Closed Meeting 5. Appointments A Community of Choice, Committed to Excellence 6. Special Presentation/Appearances Animal Control Adoption Program 7. Citizens’ Comments 8. Public Hearings A. Motion to Authorize the Conveyance of Land to Industrial Development Authority (Griffin Property and IDA) B. Motion to Authorize Change in Zoning for Alan V. Monette Property (Industrial to Agricultural) C. Motion to Amend Proffered Conditions for Vincent Property D. Motion to Authorize Change in Zoning for Norsworthy Property E. Motion to Authorize Exception to CBPA Ordinance for Holthoff Property F. Motion to Authorize an Ordinance Amendment to Zoning Ordinance G. Ordinance Amendment Septic Tank Pump Out 9. County Administrator’s Report A. Resolution – Contract Signing Authority A Community of Choice, Committed to Excellence B. Resolution – Policy Amendment for Financial & Debt Administration C. Resolution – Return of Grant Funds and PACE Suspension D. Resolution – Policy Governing Use of Social Media E. Resolution – Policy Amendment to Bike & Pedestrian Development Plan F. Staff Report – Stormwater Program Business Relief/Church Solutions/Nonprofit G. Motion – Set a Special Meeting on April 3, 2014 at 10:00 a.m. to Present the Proposed Operating and Capital Budget and to Receive Recommended Stormwater and Related Ordinance Proposals/Amendments H. Motion – Public Hearing on Capital Improvements Plan I. Staff Report – Quarterly Financial Report 10. New Business 11. Informational Items A. BZA, Planning Commission, Wetlands Annual Reports B. Budget Calendar C. Joint Route 460 Transportation Committee A Community of Choice, Committed to Excellence D. Trash Pickup E. Charter Communications Digital Migration F. Monthly Reports: Delinquent Tax Information and Statement of Treasurer’s Accountability 12. Adjournment Community Impact Statement for Brewer’s Station Isle of Wight, Virginia November 1, 2013 Prepared for: Francis P Norsworthy, Jr. 221 McLaws Circle Williamsburg, Virginia 23185 KHA Project No. 116105004 © Kimley-Horn and Associates, Inc. November 2013 Community Impact Statement Brewer’s Station Page 1 Introduction The proposed Brewer’s Station development is a mixed-use, planned development consisting of approximately 70 acres. At full build-out, the development will consist of approximately 10 acres of townhouse residences, 13 acres of multi-family (flats) residences, 13 acres of commercial/retail development and 5 acres of multi-family ‘condominium’ style residential development. The remaining 30 acres consist of preserved wetlands and open space areas. The timeframe for full build-out is approximately 10 years. Reason for Rezoning Request: The Brewer’s Station development area is currently zoned RAC and is located on both sides of Brewers Neck Boulevard (State Route 32, U.S. Route 258), west of State Route 711. The subject site is designated as “Mixed Use”, per the County’s Newport Development District Land Use plan. Given the site is immediately adjacent to one of the primary road corridors within the County, the Owner agrees with the County that a Mixed Use zoning for development is more appropriate than the current RAC zoning. A request to rezone the property to PD-MX, Planned Development Mixed Use District, has been submitted to the County. The PD-MX district allows a variety of housing styles, civic uses, and mixed commercial uses, such as retail, office and restaurants. The combination of uses in close proximity to each other is intended to help reduce the need for vehicular traffic, while encouraging pedestrian and bicycle travel. Narrative Description of Property: Brewer’s Station will be developed on the Norsworthy parcels comprising approximately 69.4 acres and located on both sides of Brewers Neck Road (State Route 32, U.S. Route 258), immediately west of State Route 711. The Norsworthy parcels are outlined in Table 1. Table 1: Norsworthy Parcel Summary Parcel Identification Parcel Area (Acres) 33-01-142 21.04 33E-01-025 0.98 33E-01-026 0.94 33E-01-027 0.93 33E-01-028 3.77 33E-01-029 1.33 33E-01-030 1.29 33E-01-031 2.49 33E-01-000A (Pump Station Parcel) 0.33 Rebecca Drive Right-of-Way 0.70 Right-of-Way Dedication for Brewers Neck 0.07 33-1-142A 31.62 33-1-106A 3.90 Total Project Area:69.38 Community Impact Statement Page 2 Brewer’s Station The parcels on the north side of Brewers Neck are identified as 33-01-142, 33E-01-025 through 33E-01-031 and 33E-01-000A (Pump Station Parcel), and the parcels on the south side of Brewers Neck are identified as 33-1-142A and 33-1-106A. The Property is north of the Isle of Wight County Library and Carrollton Elementary School properties that front New Towne Haven Lane (33-1-142A1). An existing commercial development is located on the north side of Brewers Neck Boulevard across Norsworthy Drive from the proposed Brewer’s Station development. Existing rural residential properties surround the remainder of the development area. The subject property currently consists of farmland and woods. The site drains by sheet flow into a small finger of Brewer’s Creek that flows downstream in a southerly direction and becomes Chuckatuck Creek and eventually outfalls into the James River. There are delineated wetlands through the middle of the site which are connected under Brewer’s Neck Road through a culvert. The existing topography consists of elevations ranging from less than 5’ up to 25’. Resource Protection Areas (RPAs) exist along wetlands adjacent to Brewer’s Creek and, consequently, a 100-foot buffer will be provided along the wetlands. Following is a summary of existing conditions and anticipated impacts to the surrounding community as the Brewer’s Station development comes to fruition over the build-out period: 1. Adequacy of Existing Public Facilities A. Water: The proposed development is located west of an existing water tank on Brewers Neck Boulevard and a 16” water main exists within the rights of way of Brewers Neck Boulevard and New Towne Haven Lane. A flow test was performed that indicated the available water pressure in the main is adequate to provide domestic water and fire protection for the proposed development. The Property will be served by multiple connections to the existing 16” main including two service mains that will cross Brewers Neck Boulevard to serve Land Bay III and Land Bay IV. The construction of the water main will be phased and installed as needed to serve the development. Please refer to the attached Master Water Plan for additional details. B. Sewer: A 30” HRSD sanitary force main is currently in service along Brewers Neck Boulevard. No public gravity sanitary sewer service is currently available to the Property; however, the HRSD force main is capable of conveying the sewage flows from the site. Consequently, a new gravity sewer system and a new pump station will be required to serve the proposed development. The proposed sewer system will be provided within public right of way and public easements, as appropriate, and direct flows to a proposed public pump station along Brewers Neck Boulevard. This pump station will discharge into the existing HRSD force main within the Brewer’s Neck Boulevard right of way. The construction of the Community Impact Statement Page 3 Brewer’s Station sanitary sewer facilities will be phased and installed as needed to serve the development. Please refer to the attached Master Sewer Plan for additional details. C. Drainage – The existing topography for this Property has a 20 foot elevation difference from the exterior boundary lines of the development to the drainage feature in the center of the site, which provides adequate drainage conveyance for all portions of the development. Currently, the site drains via sheetflow to the drainage way in the center of the Property and then is conveyed to the south to a tributary of Brewers Creek. Runoff from the vast majority of the proposed developed areas, roughly 37 acres, will be directed to one of the six proposed stormwater ponds while the remainder of the site will drain in a manner consistent with existing drainage patterns. The areas that discharge directly into Brewer’s creek will primarily consist of wooded open space and wetland areas. The six on-site ponds will provide stormwater management for the Brewer’s Station development. The proposed ponds will provide water quality volume to satisfy the requirements of both the Chesapeake Bay Preservation Act and Isle of Wight County requirements. The ponds will also provide storage for stormwater runoff as necessary to attenuate the 2-year and 10-year storm events to pre-developed levels while containing the 100-year storm event within the top of banks. Please refer to the attached Water Quality Impact Assessment for additional details and more specific information regarding stormwater management for the proposed development. D. Schools - Residents of the proposed development in Isle of Wight will have a wide variety of educational facilities available to them. For the projected student population, five schools are located within twelve miles of the Brewer’s Station project, four of which are within six miles. An analysis of the closest existing public facilities revealed two elementary schools, Carrollton (K-3) and Westside Elementary (4-6), located 0.5 miles and 6.1 miles from the proposed development. The current capacity of Carrollton Elementary allows for approximately 45 additional students, while the current capacity of Westside Elementary allows for approximately 11 additional students. Smithfield Middle and Smithfield High are both within 2.7 miles of the development. The middle school is currently at capacity, whereas Smithfield High School allows for approximately 3 additional students. The County has allocated space within the adjacent middle school for these high school students. It is estimated that 48 elementary students, 16 middle school students and 19 high school students would be generated from the project over the development period. These generation rates are based on the Cash Proffer Study performed by TischlerBise Fiscal, Economic & Planning Consultants for Isle of Wight County, Virginia. The Community Impact Statement Page 4 Brewer’s Station attached Table 2 outlines the values derived from the study as well as the student generation calculations for each school level. Since the project will be built in phases, the additional students would be spread out over the development period. Incremental growth of this nature gives the County ample opportunity to invest the project’s cash proffers in educational infrastructure before existing facilities become overcrowded. In addition to the public school system, Isle of Wight Academy, a private Pre-K through 12 school facility, is within twelve miles. This private school gives families another option for their children’s education. Schools- 1. Carrollton Elementary - 0.5 miles 2. Westside Elementary - 6.1 miles 3. Smithfield Middle - 2.7 miles 4. Smithfield High - 2.7 miles 5. Isle of Wight Academy -12 miles E. Emergency Services - The proposed development is located in one of the best emergency service areas in the county. Ten emergency resources are located within twelve miles of the development site. Isle of Wight Rescue would also be readily available; located within 3.7 miles. Three additional support facilities exist within twenty miles of the proposed development including Bennetts Creek Rescue, Windsor Rescue, and Emergency Physicians on Godwin Boulevard in Suffolk. Emergency fire protection is available from six facilities within twelve miles, three of which are located within six miles. These services are more than adequate to serve the proposed development and will provide quick response times due to close proximity. Funds proffered for emergency services are adequate to provide any additional emergency service infrastructure that may be desired. Emergency Services- 1. Isle of Wight Volunteer Rescue - 3.7 miles 2. Suffolk Fire/Rescue Station #5 - 10.5 miles 3. Smithfield Volunteer Fire Department - 3.5 miles 4. Carrollton Volunteer Fire Department (Rescue) - 2.5 miles 5. Rushmere Volunteer Fire Department - 12 miles 6. Suffolk Fire/Rescue Station #9 - 7.3 miles 7. Suffolk Fire/Rescue Station #10 - 9.9 miles 8. Windsor Rescue Squad - 20 miles 9. Windsor Volunteer Fire Department – 21 miles F. Law Enforcement – A law enforcement station is located approximately 12 miles from the proposed project area. The close proximity of the Isle of Wight Sheriff’s Office would easily allow rapid response to emergency stations. Again, funds proffered for law enforcement are adequate to provide any additional law enforcement infrastructure that may be desired. Community Impact Statement Page 5 Brewer’s Station Law Enforcement- 1. Isle of Wight Sheriff’s Office 12.1 miles The school, emergency, and law enforcement service analysis concludes that Isle of Wight County has sufficient service infrastructure to support the proposed development. Additional facilities and proffers provided by the development for schools, emergency services, and law enforcement will adequately cover any additional facilities that may be desired. 2. Traffic Impact Analysis The trip generation potential of the entire development was evaluated based upon the land uses described in the introduction above. A review of existing roadway volumes and travel patterns within the study area formed the basis of directional distribution patterns for new trips generated by the proposed development. It was assumed that commercial/retail land uses would form a directional distribution different from the residential trip distribution. Trips entering and exiting the site were assigned to the four external access points from Brewer’s Neck Boulevard, two external access points from Norsworthy Drive and two external access points from New Towne Haven Lane. Once existing traffic volumes were increased to reflect background traffic growth for the estimated full build-out year of 2022, the traffic generated by the proposed developments in the vicinity of the Brewer’s Station development and the traffic associated with the proposed development was added to develop total traffic volumes for that year. These traffic volumes were analyzed for level of service and delay using Synchro Professional 6.0 software. It is important to note that the methodology required by VDOT indicates Brewers Neck Boulevard will perform at a “failing” level of service when all of the proposed development “on the books” – yet not currently built, is added to the background traffic volumes in the Brewers Neck corridor. In fact, the traffic projections for the corridor indicate a failing level of service without including the Brewer’s Station development. In recognition of this fact, Isle of Wight County is currently working with VDOT on a corridor study for Brewers Neck Boulevard to determine the best way to mitigate for the anticipated future poor level of service of the corridor. Given that some of the included developments (required by VDOT methodology) have been “on the books” for 10 years or more, it is very likely that the “failing” levels of service on Brewers Neck Boulevard won’t be realized for a decade or more. Furthermore, the actual realized growth rate of traffic along Brewers Neck Boulevard from 2001-2010 was 2.1%. At that rate moving forward, it would take in excess of 22 years before Brewers Neck Boulevard reaches a “failing” condition. The transportation recommendations noted in the study include a signal modification at the Brewers Neck Boulevard/New Towne Haven Lane intersection, the addition of left turn lanes for the north and south legs of the aforementioned intersection, and left and/or right turn lanes for the four entrances from Brewers Neck Boulevard. A detailed list of Community Impact Statement Page 6 Brewer’s Station specific proposed transportation improvements and the proposed access management plan are included with this submittal. To view the full traffic study, along with supporting documentation, refer to the Traffic Impact Analysis, prepared by Kimley-Horn and Associates, dated October 2012, and revised August 2013. 3. Fiscal Impact Analysis The goal of the Fiscal Impact Analysis is to compare the public revenues anticipated to be generated by the development, and the anticipated capital, operations, maintenance, and replacement costs for public facilities needed to service the project at the adopted County service standards. The report answers the very important question: Will the new community provide sufficient new revenues to Isle of Wight County to offset the added costs associated with providing public services to the proposed community? The answer is: YES! Isle of Wight County should expect to achieve a net positive annual General Fund benefit at total project buildout. For further detailed information regarding the demographic and economic assumptions, the fiscal analysis methodology or the analysis of potential revenues and expenditures, please see the Norsworthy Property Fiscal Impact Analysis, prepared by UrbanCommunity Economics, dated October 30, 2013. Ta b l e 2 : S c h o o l - A g e d C h i l d r e n G e n e r a t i o n S u m m a r y *S t u d e n t s / U n i t S t u d e n t s * S t u d e n t s / U n i t S t u d e n t s * S t u d e n t s / U n i t S t u d e n t s T o t a l La n d B a y I Si n g l e F a m i l y , 3 - 4 Be d r o o m s 65 0 . 1 4 4 9 0 . 0 7 4 5 0 . 1 9 8 1 3 2 7 65 27 0. 4 1 7 * La n d B a y I I M u l t i F a m i l y 1 6 2 8 9 2 9 4 6 La n d B a y I V M u l t i F a m i l y 3 4 2 2 6 1 0 19 6 56 0. 2 8 1 * 26 1 1 9 1 6 4 8 8 3 *F i g u r e 5 , Ca s h P r o f f e r S t u d y S c h o o l s , P a r k s & R e c r e a t i o n , L i b r a r y , S h e r i f f , F i r e & R e s c u e , a n d G e n e r a l G o v e r n m e n t ; T i s c h l e r B i s e F i s c a l , E c o n o m i c & P l a n n i n g C o n s u l t a n t s Hi g h S c h o o l Mi d d l e S c h o o l El e m e n t a r y S c h o o l 0. 0 4 7 0 . 0 5 5 0 . 1 8 0 Se c t i o n H o u s i n g T y p e # o f un i t s / l o t s To t a l ( D e v e l o p m e n t ) To t a l ( S i n g l e F a m i l y ) St u d e n t s / H o u s e h o l d ( S i n g l e F a m i l y ) To t a l ( M u l t i F a m i l y ) St u d e n t s / H o u s e h o l d ( M u l t i F a m i l y ) Master Water Plan for Brewer’s Station Isle of Wight, Virginia May 10, 2013 Prepared for: Francis P Norsworthy, Jr. 221 McLaws Circle Williamsburg, Virginia 23185 KHA Project No. 116105004 © Kimley‐Horn and Associates, Inc. May 2013 Overview: A mixed use development is currently being planned (See Appendix E for overall layout) along Highway 258 (Brewers Neck Boulevard) in Isle of Wight County, Virginia, west of Highway 17 and east of Highways 10/32. The project is located approximately 7,000 feet east of the intersection of Brewers Neck Boulevard/Hwy 258 and Hwys 10/32. The intent of this report is to determine the water system infrastructure improvements required to support the development and to satisfy the county’s requirements for master planning during the rezoning process. This report is not intended to be the final design of the water distribution piping system. Detailed design plans and calculations will be provided to the County for review and approval during the site plan review process. Existing System: Isle of Wight currently has a 1 million gallon storage tank located on Brewers Neck Boulevard west of its intersection with Highway 17. The water source for the storage tank is the City of Suffolk, Virginia water treatment plant just outside of Chuckatuck, Virginia. The point of connection to Isle of Wight is along Hwy 17 at the county line. There is a flow meter and pressure-reducing valve at this location. The flow meter is used for billing purposes by the City of Suffolk. The pressure-reducing valve is used to reduce pressures on the Isle of Wight side to approximately 60 PSI. The normal operating pressure on the Suffolk side ranges from 70 to 90 PSI. There is an existing 16” water main along Brewers Neck Boulevard to the intersection of Highways 10/32. The line terminates at the existing elementary school on Highway 10/32. There is also a 16” water main along the frontage of the property in New Towne Haven Lane. A hydrant test was completed by Prism Contractors & Engineers, Inc (See Appendix A). The test indicates that the existing system is adequate to supply the projected domestic demand plus fire demand from the proposed development. Proposed Development: The proposed Norsworthy Development is comprised of four land bay areas: Land Bay I consists of approximately 65 single family residences and a clubhouse. Land Bay II consists of approximately 162 residential units (flats) and a community building. Land Bay III consists of a 74,100 SF shopping center, a restaurant, and a convenient store. Land Bay IV consists of approximately 34 residential townhomes and open space. The flows for each type of demand were based on the current Virginia Department of Health Waterworks regulations. The commercial/retail fire flow requirements at Land Bay III were determined to be the likely worst case scenario for the development. The 2006 International Fire Code calls for 2,000 gallons per minute to serve fire hydrants associated with the proposed retail development. This assumes a 75% fire flow reduction for sprinklers and a sprinkler demand of 500 gpm. Appendix B of the International Fire Code calls for enough stored water to handle a 4-hour fire event. Therefore, water storage capacity associated with fire flow is 480,000 gallons. The total water demand and required storage tabulations are in Appendix B. Analysis Discussion and Conclusions: A steady state model analysis using WaterCAD V8i was performed to determine resulting water pressures during the peak domestic demand, as well as a fire event at each of the four land bay areas. The system node map is shown in Appendix C and the results for each scenario are presented in Appendix D. Scenario 1 was modeled as the peak domestic demand for the development, with a total flow of 223 GPM. The resulting pressure was approximately 65 PSI. Scenario 2 was modeled as the peak domestic demand for the development, plus a fire flow in Land Bay I of 1,000 GPM at node J-A5 (Single Family Residence). The resulting pressure was 51 PSI, with a maximum velocity of 6.6 fps at pipe P-A0. Scenario 3 was modeled as the peak domestic demand for the development, plus a fire flow in Land Bay II of 1,750 GPM at node J-B3 (Residential Flat). The resulting pressure was 45 PSI, with a maximum velocity of 8.3 fps at pipe P-B3. Scenario 4 was modeled as the peak domestic demand for the development, plus a fire flow in Land Bay III of 2,000 GPM, split between nodes J-C3, J-C6, and J-C9 (Retail Building). The resulting pressure was 39 PSI, with a maximum velocity of 8.5 fps at pipe P-C0. Scenario 5 was modeled as the peak domestic demand for the development, plus a fire flow in Land Bay IV of 1,000 GPM at node J-D2 (Residential Townhouse). The resulting pressure was 53 PSI, with a maximum velocity of 6.5 fps at pipe P-D0. We have concluded from review of the fire hydrant flow tests and the results of the modeled scenarios that there is sufficient capacity in the existing distribution system to provide the necessary fire flow for the mixed use development. The water master plan exhibit is presented in Appendix E. Appendix A – Hydrant Tests 1 Mader, Katrina Subject:FW: Hydrant Flow Test Attachments:Hyrant_Test_Map.pdf From: David A. Reaves, P.E.[mailto:prismce@cox.net] Sent: Friday, July 22, 2011 10:33 AM To: Mader, Katrina Cc: 'Aaron Tenney' Subject: RE: Hydrant Flow Test Katrina, Fire Hydrant Test Results for Kimley Horn in Isle of Wight (See Attached Map for Hydrant Locations) Date: 7/21/2011 Time: 15:45 Weather: Sunny Temperature: 98 Tester: Prism Contractors & Engineers, Inc. Flow Hydrant: Fire Hydrant #1 Diameter: 2.5" Coefficient: 0.9 Pitot Reading: 57 psi Flow at Residual Pressure: 1267 gpm Gage Hydrant: Fire Hydrant #2 Static Pressure: 66 psi Residual Pressure: 59 psi Thanks, Dave G!. Norsworthy Rezoning - 116105004 07/13/2011 Fire HydrantN: 3508182.95E: 12049327.37 Legend 16" WATER LINE G!.FIRE HYDRANT PARCEL BOUNDARY Appendix B – Flow Data Used in Modeling Project Name:Norsworthy Mixed Use Development KHA Project No.:116105003 Date:11-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Water\[Norsworthy_IFC Fire Flow.xlsx]Fire FIRE FLOW CALCULATIONS - IFC CRITERIA 74,100sf IIB 5,750gpm 4,313gpm 1,438gpm 1,500 gpm (minimum is 1500 gpm) 500gpm 2,000 gpm When a sprinkler system is provided: HYRANT FLOW TEST RESULTS Flow Hydrant Location Brewers Neck Road, just east of Brewers Creek Residual Hydrant Location Brewers Neck Road & Slant Drive Discharge During Test (Qf)1267gpm Static Pressure 66.0PSI Residual Pressure 59.0PSI FLOW CONVERSION TO 20 PSI BASE Qr = Qf * (Hr0.54/Hf0.54) Qr = 1267 * [(66 - 20 )^0.54] / [(66 - 59)^0.54] =3502gpm Available Flow STORAGE REQUIREMENT FOR A 4 HOUR DURATION FIRE FLOW EVENT Not Applicable Fire flow at 20 PSI base of 3502 gpm is greater than the required concurrent external and internal fire flow demand of 2000 gpm. Storage is not required. Total Fire demand is calculated as the external demand from IFC reduced by 50% plus internal sprinker demand. Building Building square footage Building construction type Fire flow from Table B 105.1 from IFC 75% reduction for sprinklers Reduced External Fire flow required Required External Fire Flow Sprinkler demand Retail, Land Bay IV Total Demand During a Fire Event (Qd) Di s c h a r g e F a c i l i t y T y p e Di s c h a r g e F a c i l i t y Ch a r a c t e r i z a t i o n La n d Ba y Co n t r i b u t i n g D e s i g n Un i t s Fl o w gp d / U n i t Fl o w Du r a t i o n ho u r s Pe a k F a c t o r Existing or ProposedContributing Design QuantityTotal Daily Demand (gal)Average Demand (gpm)Peak Demand (gpm) Dw e l l i n g s R e s i d e n t i a l L B 1 P e r R e s i d e n t i a l U n i t 3 0 0 2 4 2 . 5 P r o p o s e d 6 5 1 9 5 0 0 1 4 3 4 Of f i c e B u i l d i n g C o m m e r i c a l / I n d u s t r i a l L B 1 P e r G r o s s S F 0 . 1 1 2 3 P r o p o s e d 3 1 0 0 3 1 0 0 1 Dw e l l i n g s R e s i d e n t i a l L B 2 P e r R e s i d e n t i a l U n i t 3 0 0 2 4 2 . 5 P r o p o s e d 1 6 2 4 8 6 0 0 3 4 8 4 Co n v e n i e n t S t o r e C o m m e r i c a l / I n d u s t r i a l L B 2 P e r G r o s s S F 0 . 3 2 4 3 P r o p o s e d 5 6 5 0 1 6 9 5 1 4 Sh o p p i n g C e n t e r s C o m m e r i c a l / I n d u s t r i a l L B 3 P e r G r o s s S F 0 . 2 1 2 3 P r o p o s e d 7 4 1 0 0 1 4 8 2 0 2 1 6 2 Re s t a u r a n t s ( i n c l u d i n g f a s t f o o d ) C o m m e r i c a l / I n d u s t r i a l L B 3 P e r S e a t 5 0 1 6 3 P r o p o s e d 1 1 0 5 5 0 0 6 1 7 Co n v e n i e n t S t o r e C o m m e r i c a l / I n d u s t r i a l L B 3 P e r G r o s s S F 0 . 3 2 4 3 P r o p o s e d 6 0 0 0 1 8 0 0 1 4 Tr a i l e r c o u r t s , A p a r t m e n t s , C o n d o s , To w n h o m e s , & T i m e S h a r e s Re s i d e n t i a l L B 4 P e r U n i t 3 0 0 2 4 2 . 5 P r o p o s e d 3 4 1 0 2 0 0 7 1 8 Total Daily Demand (gal)Total Average Demand (gpm)Total Peak Demand (gpm)102,42584223 WA T E R D E M A N D P R O J E C T I O N Ma y 1 0 , 2 0 1 3 No r s w o r t h y M i x e d U s e D e v e l o p m e n t De m a n d pr o j e c t i o n c a l c u l a t i o n s ar e ba s e d up o n Vi r g i n i a De p a r t m e n t of He a l t h Wa t e r w o r k s Re g u l a t i o n s 1 2 V A C 5‐59 0 Appendix C – System Node Map Sc e n a r i o : P r o p o s e d D o m e s t i c D e m a n d P-115 P-A 6 P-D2 P-111 P - A7 P - A5 P- C 5 P-A4 P-B2P-114P-C7P-C8 P-C6 P - C 3 P-RES2 P-113 P- 12 0 P-119P-1 1 8 P - C 4 J- A 3 J- D 2 J-C10 J- A 5 J-F0 J- B 2 J-F2 J-B3J-C6 J- C 5 J- A 6 J-E0 J-B0 J- A 7 J-C9 J- B 1 J-E1 J-C0 J-F1 J- C 2 J-C11J-C8 J- C 1 J- A 4 J-C7 J- C 4 J- A 0 J- D 1 J- C 3 J- A 1 J- D 3 J-B4 J- A 2 R-2 Page 1 of 1 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W Wa t e r t o w n , C T 0 6 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 8 / 2 0 1 3 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r 10 . 1 0 . 1 2 N o r s w o r t h y _W a t e r C A D . w t g Appendix D – Model Results Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 0 9 22 0. 0 0 0 0. 0 0 15 1 . 6 0 15 1 . 6 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 17 0 . 5 7 P- C 5 0. 0 8 20 0. 0 0 0 0. 0 0 15 1 . 6 0 15 1 . 6 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 60 . 9 7 P- C 4 0. 1 0 15 0. 0 0 0 0. 0 1 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 84 2 . 2 1 P- B 1 0. 0 8 -1 3 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 3 . 2 1 P- B 2 0. 1 4 -8 8 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 35 5 . 5 7 EX . P - 5 0. 3 6 22 4 0. 0 0 0 0. 6 5 15 1 . 6 5 15 2 . 3 0 11 0 . 0 Du c t i l e I r o n 16 . 0 12 , 1 4 8 . 0 0 64 . 9 1 P- R E S 2 0. 0 1 2 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 8 . 3 0 P- A 5 0. 1 0 16 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 5 . 1 8 P- A 4 0. 0 1 1 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 94 . 8 4 P- A 3 0. 2 2 35 0. 0 0 0 0. 0 2 15 1 . 6 3 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 42 0 . 2 7 P- A 0 0. 0 2 -3 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 . 0 4 P- A 2 0. 0 4 -6 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 30 . 3 9 P- A 1 0. 0 2 3 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 76 . 5 6 P- A 7 0. 1 1 17 0. 0 0 0 0. 0 0 15 1 . 6 4 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 33 2 . 2 2 P- D 0 0. 0 7 11 0. 0 0 0 0. 0 0 15 1 . 6 4 15 1 . 6 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 41 7 . 9 7 P- D 1 0. 0 4 6 0. 0 0 0 0. 0 0 15 1 . 6 4 15 1 . 6 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 85 . 3 9 P- D 2 0. 0 1 -2 0. 0 0 0 0. 0 0 15 1 . 6 3 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 37 5 . 7 6 P- A 6 0. 0 0 0 0. 0 0 0 0. 0 0 15 1 . 6 1 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 19 3 . 4 5 P- C 9 0. 0 7 -1 7 0. 0 0 0 0. 0 0 15 1 . 6 0 15 1 . 6 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 21 3 . 9 4 P- C 1 0. 0 0 0 0. 0 0 0 0. 0 0 15 1 . 6 0 15 1 . 6 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 23 2 . 5 2 P- C 2 0. 0 7 -1 7 0. 0 0 0 0. 0 0 15 1 . 6 0 15 1 . 6 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 55 . 7 0 P- C 3 0. 2 8 68 0. 0 0 0 0. 0 1 15 1 . 6 0 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 16 3 . 7 6 P- C 6 0. 3 2 79 0. 0 0 0 0. 0 0 15 1 . 6 1 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 68 . 6 3 P- C 8 0. 2 9 72 0. 0 0 0 0. 0 0 15 1 . 6 1 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 70 . 1 1 P- C 7 0. 0 2 -4 0. 0 0 0 0. 0 0 15 1 . 6 1 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 12 9 . 6 1 P- C 1 0 0. 0 0 0 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 13 7 . 6 0 P- 1 0 9 0. 1 0 -6 3 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 97 . 6 3 P- 1 1 0 0. 2 6 -6 3 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 28 . 4 4 P- 1 1 1 0. 1 4 -2 2 0. 0 0 0 0. 0 1 15 1 . 6 5 15 1 . 6 3 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 95 1 . 6 9 P- 1 1 3 Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 2 6 41 0. 0 0 0 0. 0 2 15 1 . 6 3 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 1 . 2 0 P- 1 1 4 0. 2 2 13 6 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 20 . 5 6 P- 1 1 5 0. 3 4 83 0. 0 0 0 0. 0 3 15 1 . 6 2 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 53 4 . 0 5 P- 1 1 7 0. 0 0 0 0. 0 0 0 0. 0 0 15 1 . 6 2 15 1 . 6 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 47 0 . 7 3 P- 1 1 8 0. 3 4 -8 3 0. 0 0 0 0. 0 1 15 1 . 6 2 15 1 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 84 . 2 9 P- 1 1 9 0. 0 8 53 0. 0 0 0 0. 0 0 15 1 . 6 5 15 1 . 6 5 13 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 1, 6 7 6 . 4 9 P- 1 2 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g FlexTable: Junction Table (Norsworthy_WaterCAD.wtg) Current Time: 0.000 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Demand CollectionZoneElevation (ft) LabelID 65.6151.602<Collection: 1 items>Land Bay-30.00J-C534 65.6151.6046<Collection: 1 items>Land Bay-30.00J-C635 65.6151.631<Collection: 1 items>Land Bay-10.00J-A346 65.6151.632<Collection: 1 items>Land Bay-10.00J-A247 65.6151.6313<Collection: 1 items>Land Bay-10.00J-A151 65.6151.651<Collection: 1 items>Land Bay-10.00J-A057 65.6151.603<Collection: 1 items>Land Bay-30.00J-C459 65.6151.6017<Collection: 1 items>Land Bay-30.00J-C163 65.6151.637<Collection: 1 items>Land Bay-20.00J-B173 65.6151.650<Collection: 0 items>Land Bay-20.00J-F281 65.6151.6328<Collection: 2 items>Land Bay-20.00J-B383 65.6151.6328<Collection: 1 items>Land Bay-20.00J-B286 65.6151.6525<Collection: 1 items>Land Bay-20.00J-F1114 65.6151.614<Collection: 1 items>Land Bay-30.00J-C11159 65.6151.650<Collection: 0 items>Land Bay-20.00J-F0182 65.6151.6312<Collection: 1 items>Land Bay-10.00J-A4203 65.6151.634<Collection: 1 items>Land Bay-10.00J-A5206 65.6151.633<Collection: 1 items>Land Bay-10.00J-A7217 65.6151.630<Collection: 0 items>Land Bay-10.00J-A6220 65.6151.6411<Collection: 1 items>Land Bay-40.00J-D2224 65.6151.640<Collection: 0 items>Land Bay-40.00J-D1226 65.6151.646<Collection: 1 items>Land Bay-40.00J-D3229 65.6151.610<Collection: 0 items>Land Bay-30.00J-C10232 65.6151.610<Collection: 1 items>Land Bay-30.00J-C9235 65.6151.600<Collection: 0 items>Land Bay-30.00J-C3243 65.6151.600<Collection: 0 items>Land Bay-30.00J-C2245 65.6151.614<Collection: 1 items>Land Bay-30.00J-C7249 65.6151.617<Collection: 1 items>Land Bay-30.00J-C8252 65.6151.650<Collection: 0 items>Land Bay-20.00J-B4271 65.6151.650<Collection: 0 items>Land Bay-20.00J-B0282 65.6151.650<Collection: 0 items>Land Bay-30.00J-E0291 65.6151.620<Collection: 0 items>Land Bay-30.00J-C0294 65.6151.620<Collection: 0 items>Land Bay-30.00J-E1296 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 5/9/2013 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19]Bentley Systems, Inc. Haestad Methods Solution CenterNorsworthy_WaterCAD.wtg Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 0 9 22 0. 0 0 0 0. 0 0 13 7 . 2 0 13 7 . 2 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 17 0 . 5 7 P- C 5 0. 0 8 20 0. 0 0 0 0. 0 0 13 7 . 2 0 13 7 . 2 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 60 . 9 7 P- C 4 0. 1 0 15 0. 0 0 0 0. 0 1 13 7 . 2 5 13 7 . 2 6 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 84 2 . 2 1 P- B 1 0. 0 8 -1 3 0. 0 0 0 0. 0 0 13 7 . 2 5 13 7 . 2 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 3 . 2 1 P- B 2 0. 1 4 -8 8 0. 0 0 0 0. 0 0 13 7 . 2 8 13 7 . 2 7 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 35 5 . 5 7 EX . P - 5 1. 9 5 1, 2 2 4 0. 0 0 1 15 . 0 2 13 7 . 2 8 15 2 . 3 0 11 0 . 0 Du c t i l e I r o n 16 . 0 12 , 1 4 8 . 0 0 64 . 9 1 P- R E S 2 3. 1 8 49 8 0. 0 0 5 1. 9 5 11 7 . 2 2 11 9 . 1 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 8 . 3 0 P- A 5 6. 4 8 1, 0 1 6 0. 0 1 9 8. 7 5 11 9 . 1 7 12 7 . 9 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 5 . 1 8 P- A 4 0. 0 1 1 0. 0 0 0 0. 0 0 12 7 . 9 2 12 7 . 9 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 94 . 8 4 P- A 3 6. 6 1 1, 0 3 5 0. 0 1 9 8. 1 8 12 7 . 9 2 13 6 . 1 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 42 0 . 2 7 P- A 0 0. 0 2 -3 0. 0 0 0 0. 0 0 12 7 . 9 2 12 7 . 9 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 . 0 4 P- A 2 0. 0 4 -6 0. 0 0 0 0. 0 0 12 7 . 9 2 12 7 . 9 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 30 . 3 9 P- A 1 0. 0 2 3 0. 0 0 0 0. 0 0 12 7 . 9 2 12 7 . 9 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 76 . 5 6 P- A 7 0. 1 1 17 0. 0 0 0 0. 0 0 13 6 . 1 0 13 6 . 1 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 33 2 . 2 2 P- D 0 0. 0 7 11 0. 0 0 0 0. 0 0 13 6 . 1 0 13 6 . 1 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 41 7 . 9 7 P- D 1 0. 0 4 6 0. 0 0 0 0. 0 0 13 6 . 1 0 13 6 . 1 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 85 . 3 9 P- D 2 3. 2 3 -5 0 6 0. 0 0 5 1. 9 5 11 9 . 1 7 11 7 . 2 2 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 37 5 . 7 6 P- A 6 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 2 2 13 7 . 2 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 19 3 . 4 5 P- C 9 0. 0 7 -1 7 0. 0 0 0 0. 0 0 13 7 . 2 0 13 7 . 2 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 21 3 . 9 4 P- C 1 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 2 0 13 7 . 2 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 23 2 . 5 2 P- C 2 0. 0 7 -1 7 0. 0 0 0 0. 0 0 13 7 . 2 0 13 7 . 2 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 55 . 7 0 P- C 3 0. 2 8 68 0. 0 0 0 0. 0 1 13 7 . 2 0 13 7 . 2 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 16 3 . 7 6 P- C 6 0. 3 2 79 0. 0 0 0 0. 0 0 13 7 . 2 1 13 7 . 2 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 68 . 6 3 P- C 8 0. 2 9 72 0. 0 0 0 0. 0 0 13 7 . 2 1 13 7 . 2 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 70 . 1 1 P- C 7 0. 0 2 -4 0. 0 0 0 0. 0 0 13 7 . 2 2 13 7 . 2 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 12 9 . 6 1 P- C 1 0 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 2 7 13 7 . 2 7 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 13 7 . 6 0 P- 1 0 9 0. 1 0 -6 3 0. 0 0 0 0. 0 0 13 7 . 2 7 13 7 . 2 7 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 97 . 6 3 P- 1 1 0 0. 2 6 -6 3 0. 0 0 0 0. 0 0 13 7 . 2 7 13 7 . 2 7 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 28 . 4 4 P- 1 1 1 0. 1 4 -2 2 0. 0 0 0 0. 0 1 13 7 . 2 7 13 7 . 2 6 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 95 1 . 6 9 P- 1 1 3 Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 2 6 41 0. 0 0 0 0. 0 2 13 7 . 2 5 13 7 . 2 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 1 . 2 0 P- 1 1 4 1. 8 1 1, 1 3 6 0. 0 0 1 0. 0 2 13 7 . 2 5 13 7 . 2 8 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 20 . 5 6 P- 1 1 5 0. 3 4 83 0. 0 0 0 0. 0 3 13 7 . 2 2 13 7 . 2 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 53 4 . 0 5 P- 1 1 7 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 2 2 13 7 . 2 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 47 0 . 7 3 P- 1 1 8 0. 3 4 -8 3 0. 0 0 0 0. 0 1 13 7 . 2 2 13 7 . 2 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 84 . 2 9 P- 1 1 9 1. 6 8 1, 0 5 3 0. 0 0 1 1. 1 5 13 6 . 1 0 13 7 . 2 5 13 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 1, 6 7 6 . 4 9 P- 1 2 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g FlexTable: Junction Table (Norsworthy_WaterCAD.wtg) Current Time: 0.000 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Demand CollectionZoneElevation (ft) LabelID 59.4137.202<Collection: 1 items>Land Bay-30.00J-C534 59.4137.2046<Collection: 1 items>Land Bay-30.00J-C635 55.3127.921<Collection: 1 items>Land Bay-10.00J-A346 55.3127.922<Collection: 1 items>Land Bay-10.00J-A247 55.3127.9213<Collection: 1 items>Land Bay-10.00J-A151 58.9136.101<Collection: 1 items>Land Bay-10.00J-A057 59.4137.203<Collection: 1 items>Land Bay-30.00J-C459 59.4137.2017<Collection: 1 items>Land Bay-30.00J-C163 59.4137.267<Collection: 1 items>Land Bay-20.00J-B173 59.4137.270<Collection: 0 items>Land Bay-20.00J-F281 59.4137.2528<Collection: 2 items>Land Bay-20.00J-B383 59.4137.2528<Collection: 1 items>Land Bay-20.00J-B286 59.4137.2725<Collection: 1 items>Land Bay-20.00J-F1114 59.4137.224<Collection: 1 items>Land Bay-30.00J-C11159 59.4137.280<Collection: 0 items>Land Bay-20.00J-F0182 51.6119.1712<Collection: 1 items>Land Bay-10.00J-A4203 50.7117.221,004<Collection: 2 items>Land Bay-10.00J-A5206 55.3127.923<Collection: 1 items>Land Bay-10.00J-A7217 55.3127.920<Collection: 0 items>Land Bay-10.00J-A6220 58.9136.1011<Collection: 1 items>Land Bay-40.00J-D2224 58.9136.100<Collection: 0 items>Land Bay-40.00J-D1226 58.9136.106<Collection: 1 items>Land Bay-40.00J-D3229 59.4137.220<Collection: 0 items>Land Bay-30.00J-C10232 59.4137.220<Collection: 1 items>Land Bay-30.00J-C9235 59.4137.200<Collection: 0 items>Land Bay-30.00J-C3243 59.4137.200<Collection: 0 items>Land Bay-30.00J-C2245 59.4137.214<Collection: 1 items>Land Bay-30.00J-C7249 59.4137.217<Collection: 1 items>Land Bay-30.00J-C8252 59.4137.270<Collection: 0 items>Land Bay-20.00J-B4271 59.4137.270<Collection: 0 items>Land Bay-20.00J-B0282 59.4137.250<Collection: 0 items>Land Bay-30.00J-E0291 59.4137.220<Collection: 0 items>Land Bay-30.00J-C0294 59.4137.220<Collection: 0 items>Land Bay-30.00J-E1296 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 5/9/2013 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19]Bentley Systems, Inc. Haestad Methods Solution CenterNorsworthy_WaterCAD.wtg Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 0 9 22 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 17 0 . 5 7 P- C 5 0. 0 8 20 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 60 . 9 7 P- C 4 3. 2 0 50 2 0. 0 0 5 4. 2 9 10 4 . 9 1 10 9 . 2 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 84 2 . 2 1 P- B 1 3. 0 2 47 4 0. 0 0 5 2. 1 2 10 2 . 7 9 10 4 . 9 1 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 3 . 2 1 P- B 2 2. 9 3 -1 , 8 3 8 0. 0 0 3 0. 9 3 11 5 . 8 9 11 4 . 9 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 35 5 . 5 7 EX . P - 5 3. 1 5 1, 9 7 4 0. 0 0 3 36 . 4 1 11 5 . 8 9 15 2 . 3 0 11 0 . 0 Du c t i l e I r o n 16 . 0 12 , 1 4 8 . 0 0 64 . 9 1 P- R E S 2 0. 0 3 5 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 8 . 3 0 P- A 5 0. 1 0 16 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 5 . 1 8 P- A 4 0. 0 1 1 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 94 . 8 4 P- A 3 0. 2 2 35 0. 0 0 0 0. 0 2 11 5 . 8 7 11 5 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 42 0 . 2 7 P- A 0 0. 0 2 -3 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 . 0 4 P- A 2 0. 0 4 -6 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 30 . 3 9 P- A 1 0. 0 2 3 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 76 . 5 6 P- A 7 0. 1 1 17 0. 0 0 0 0. 0 0 11 5 . 8 8 11 5 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 33 2 . 2 2 P- D 0 0. 0 7 11 0. 0 0 0 0. 0 0 11 5 . 8 8 11 5 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 41 7 . 9 7 P- D 1 0. 0 4 6 0. 0 0 0 0. 0 0 11 5 . 8 8 11 5 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 85 . 3 9 P- D 2 0. 0 1 1 0. 0 0 0 0. 0 0 11 5 . 8 7 11 5 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 37 5 . 7 6 P- A 6 0. 0 0 0 0. 0 0 0 0. 0 0 11 5 . 8 5 11 5 . 8 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 19 3 . 4 5 P- C 9 0. 0 7 -1 7 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 21 3 . 9 4 P- C 1 0. 0 0 0 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 23 2 . 5 2 P- C 2 0. 0 7 -1 7 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 55 . 7 0 P- C 3 0. 2 8 68 0. 0 0 0 0. 0 1 11 5 . 8 4 11 5 . 8 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 16 3 . 7 6 P- C 6 0. 3 2 79 0. 0 0 0 0. 0 0 11 5 . 8 5 11 5 . 8 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 68 . 6 3 P- C 8 0. 2 9 72 0. 0 0 0 0. 0 0 11 5 . 8 4 11 5 . 8 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 70 . 1 1 P- C 7 0. 0 2 -4 0. 0 0 0 0. 0 0 11 5 . 8 5 11 5 . 8 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 12 9 . 6 1 P- C 1 0 0. 0 0 0 0. 0 0 0 0. 0 0 11 4 . 7 1 11 4 . 7 1 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 13 7 . 6 0 P- 1 0 9 2. 8 9 -1 , 8 1 3 0. 0 0 3 0. 2 5 11 4 . 9 6 11 4 . 7 1 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 97 . 6 3 P- 1 1 0 7. 4 1 -1 , 8 1 3 0. 0 1 9 0. 5 3 11 4 . 7 1 11 4 . 1 8 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 28 . 4 4 P- 1 1 1 3. 2 5 -5 0 9 0. 0 0 5 4. 9 7 11 4 . 1 8 10 9 . 2 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 95 1 . 6 9 P- 1 1 3 Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 8. 3 2 1, 3 0 4 0. 0 3 0 11 . 3 9 10 2 . 7 9 11 4 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 1 . 2 0 P- 1 1 4 0. 2 2 13 6 0. 0 0 0 0. 0 0 11 5 . 8 9 11 5 . 8 9 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 20 . 5 6 P- 1 1 5 0. 3 4 83 0. 0 0 0 0. 0 3 11 5 . 8 6 11 5 . 8 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 53 4 . 0 5 P- 1 1 7 0. 0 0 0 0. 0 0 0 0. 0 0 11 5 . 8 6 11 5 . 8 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 47 0 . 7 3 P- 1 1 8 0. 3 4 -8 3 0. 0 0 0 0. 0 1 11 5 . 8 6 11 5 . 8 5 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 84 . 2 9 P- 1 1 9 0. 0 8 53 0. 0 0 0 0. 0 0 11 5 . 8 9 11 5 . 8 9 13 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 1, 6 7 6 . 4 9 P- 1 2 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g FlexTable: Junction Table (Norsworthy_WaterCAD.wtg) Current Time: 0.000 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Demand CollectionZoneElevation (ft) LabelID 50.1115.842<Collection: 1 items>Land Bay-30.00J-C534 50.1115.8446<Collection: 1 items>Land Bay-30.00J-C635 50.1115.871<Collection: 1 items>Land Bay-10.00J-A346 50.1115.872<Collection: 1 items>Land Bay-10.00J-A247 50.1115.8713<Collection: 1 items>Land Bay-10.00J-A151 50.1115.891<Collection: 1 items>Land Bay-10.00J-A057 50.1115.843<Collection: 1 items>Land Bay-30.00J-C459 50.1115.8417<Collection: 1 items>Land Bay-30.00J-C163 47.2109.207<Collection: 1 items>Land Bay-20.00J-B173 49.6114.710<Collection: 0 items>Land Bay-20.00J-F281 44.5102.791,778<Collection: 2 items>Land Bay-20.00J-B383 45.4104.9128<Collection: 1 items>Land Bay-20.00J-B286 49.7114.9625<Collection: 1 items>Land Bay-20.00J-F1114 50.1115.854<Collection: 1 items>Land Bay-30.00J-C11159 50.1115.890<Collection: 0 items>Land Bay-20.00J-F0182 50.1115.8712<Collection: 1 items>Land Bay-10.00J-A4203 50.1115.874<Collection: 1 items>Land Bay-10.00J-A5206 50.1115.873<Collection: 1 items>Land Bay-10.00J-A7217 50.1115.870<Collection: 0 items>Land Bay-10.00J-A6220 50.1115.8811<Collection: 1 items>Land Bay-40.00J-D2224 50.1115.880<Collection: 0 items>Land Bay-40.00J-D1226 50.1115.886<Collection: 1 items>Land Bay-40.00J-D3229 50.1115.850<Collection: 0 items>Land Bay-30.00J-C10232 50.1115.850<Collection: 1 items>Land Bay-30.00J-C9235 50.1115.840<Collection: 0 items>Land Bay-30.00J-C3243 50.1115.840<Collection: 0 items>Land Bay-30.00J-C2245 50.1115.844<Collection: 1 items>Land Bay-30.00J-C7249 50.1115.857<Collection: 1 items>Land Bay-30.00J-C8252 49.4114.180<Collection: 0 items>Land Bay-20.00J-B4271 49.6114.710<Collection: 0 items>Land Bay-20.00J-B0282 50.1115.890<Collection: 0 items>Land Bay-30.00J-E0291 50.1115.860<Collection: 0 items>Land Bay-30.00J-C0294 50.1115.860<Collection: 0 items>Land Bay-30.00J-E1296 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 5/9/2013 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19]Bentley Systems, Inc. Haestad Methods Solution CenterNorsworthy_WaterCAD.wtg Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 2. 1 3 52 2 0. 0 0 2 0. 3 2 89 . 6 7 89 . 9 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 17 0 . 5 7 P- C 5 2. 1 2 52 0 0. 0 0 2 0. 1 1 89 . 5 6 89 . 6 7 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 60 . 9 7 P- C 4 0. 1 0 15 0. 0 0 0 0. 0 1 10 6 . 9 4 10 6 . 9 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 84 2 . 2 1 P- B 1 0. 0 8 -1 3 0. 0 0 0 0. 0 0 10 6 . 9 4 10 6 . 9 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 3 . 2 1 P- B 2 0. 1 4 -8 8 0. 0 0 0 0. 0 0 10 6 . 9 7 10 6 . 9 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 35 5 . 5 7 EX . P - 5 3. 5 5 2, 2 2 2 0. 0 0 4 45 . 3 3 10 6 . 9 7 15 2 . 3 0 11 0 . 0 Du c t i l e I r o n 16 . 0 12 , 1 4 8 . 0 0 64 . 9 1 P- R E S 2 0. 0 3 5 0. 0 0 0 0. 0 0 10 6 . 8 7 10 6 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 8 . 3 0 P- A 5 0. 1 0 16 0. 0 0 0 0. 0 0 10 6 . 8 7 10 6 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 5 . 1 8 P- A 4 0. 0 1 1 0. 0 0 0 0. 0 0 10 6 . 8 8 10 6 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 94 . 8 4 P- A 3 0. 2 2 35 0. 0 0 0 0. 0 2 10 6 . 8 8 10 6 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 42 0 . 2 7 P- A 0 0. 0 2 -3 0. 0 0 0 0. 0 0 10 6 . 8 8 10 6 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 . 0 4 P- A 2 0. 0 4 -6 0. 0 0 0 0. 0 0 10 6 . 8 8 10 6 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 30 . 3 9 P- A 1 0. 0 2 3 0. 0 0 0 0. 0 0 10 6 . 8 8 10 6 . 8 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 76 . 5 6 P- A 7 0. 1 1 17 0. 0 0 0 0. 0 0 10 6 . 8 9 10 6 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 33 2 . 2 2 P- D 0 0. 0 7 11 0. 0 0 0 0. 0 0 10 6 . 8 9 10 6 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 41 7 . 9 7 P- D 1 0. 0 4 6 0. 0 0 0 0. 0 0 10 6 . 8 9 10 6 . 8 9 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 85 . 3 9 P- D 2 0. 0 1 1 0. 0 0 0 0. 0 0 10 6 . 8 7 10 6 . 8 7 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 37 5 . 7 6 P- A 6 4. 0 8 1, 0 0 0 0. 0 0 6 1. 1 9 90 . 9 1 92 . 1 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 19 3 . 4 5 P- C 9 0. 0 7 -1 7 0. 0 0 0 0. 0 0 89 . 4 6 89 . 4 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 21 3 . 9 4 P- C 1 2. 0 4 50 0 0. 0 0 2 0. 4 0 89 . 0 6 89 . 4 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 23 2 . 5 2 P- C 2 2. 1 1 -5 1 7 0. 0 0 2 0. 1 0 89 . 5 6 89 . 4 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 55 . 7 0 P- C 3 4. 3 5 1, 0 6 6 0. 0 0 7 1. 1 4 89 . 9 9 91 . 1 2 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 16 3 . 7 6 P- C 6 4. 4 0 1, 0 7 7 0. 0 0 7 0. 4 9 91 . 6 1 92 . 1 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 68 . 6 3 P- C 8 4. 3 7 1, 0 7 0 0. 0 0 7 0. 4 9 91 . 1 2 91 . 6 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 70 . 1 1 P- C 7 0. 0 2 -4 0. 0 0 0 0. 0 0 92 . 1 0 92 . 1 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 12 9 . 6 1 P- C 1 0 0. 0 0 0 0. 0 0 0 0. 0 0 10 6 . 9 6 10 6 . 9 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 13 7 . 6 0 P- 1 0 9 0. 1 0 -6 3 0. 0 0 0 0. 0 0 10 6 . 9 6 10 6 . 9 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 97 . 6 3 P- 1 1 0 0. 2 6 -6 3 0. 0 0 0 0. 0 0 10 6 . 9 6 10 6 . 9 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 28 . 4 4 P- 1 1 1 0. 1 4 -2 2 0. 0 0 0 0. 0 1 10 6 . 9 6 10 6 . 9 5 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 95 1 . 6 9 P- 1 1 3 Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 2 6 41 0. 0 0 0 0. 0 2 10 6 . 9 4 10 6 . 9 6 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 1 . 2 0 P- 1 1 4 3. 4 1 2, 1 3 4 0. 0 0 3 0. 0 7 10 6 . 9 0 10 6 . 9 7 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 20 . 5 6 P- 1 1 5 8. 5 0 2, 0 8 1 0. 0 2 4 12 . 7 8 94 . 1 1 10 6 . 9 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 53 4 . 0 5 P- 1 1 7 0. 0 0 0 0. 0 0 0 0. 0 0 94 . 1 1 94 . 1 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 47 0 . 7 3 P- 1 1 8 8. 5 0 -2 , 0 8 1 0. 0 2 4 2. 0 2 94 . 1 1 92 . 1 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 84 . 2 9 P- 1 1 9 0. 0 8 53 0. 0 0 0 0. 0 0 10 6 . 8 9 10 6 . 9 0 13 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 1, 6 7 6 . 4 9 P- 1 2 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g FlexTable: Junction Table (Norsworthy_WaterCAD.wtg) Current Time: 0.000 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Demand CollectionZoneElevation (ft) LabelID 38.889.672<Collection: 1 items>Land Bay-30.00J-C534 38.989.99544<Collection: 2 items>Land Bay-30.00J-C635 46.2106.881<Collection: 1 items>Land Bay-10.00J-A346 46.2106.882<Collection: 1 items>Land Bay-10.00J-A247 46.2106.8813<Collection: 1 items>Land Bay-10.00J-A151 46.2106.891<Collection: 1 items>Land Bay-10.00J-A057 38.789.563<Collection: 1 items>Land Bay-30.00J-C459 38.789.4617<Collection: 1 items>Land Bay-30.00J-C163 46.3106.957<Collection: 1 items>Land Bay-20.00J-B173 46.3106.960<Collection: 0 items>Land Bay-20.00J-F281 46.3106.9428<Collection: 1 items>Land Bay-20.00J-B383 46.3106.9428<Collection: 1 items>Land Bay-20.00J-B286 46.3106.9625<Collection: 1 items>Land Bay-20.00J-F1114 39.892.104<Collection: 1 items>Land Bay-30.00J-C11159 46.3106.970<Collection: 0 items>Land Bay-20.00J-F0182 46.2106.8712<Collection: 1 items>Land Bay-10.00J-A4203 46.2106.874<Collection: 1 items>Land Bay-10.00J-A5206 46.2106.883<Collection: 1 items>Land Bay-10.00J-A7217 46.2106.880<Collection: 0 items>Land Bay-10.00J-A6220 46.2106.8911<Collection: 1 items>Land Bay-40.00J-D2224 46.2106.890<Collection: 0 items>Land Bay-40.00J-D1226 46.2106.896<Collection: 1 items>Land Bay-40.00J-D3229 39.892.100<Collection: 0 items>Land Bay-30.00J-C10232 39.390.911,000<Collection: 1 items>Land Bay-30.00J-C9235 38.589.06500<Collection: 1 items>Land Bay-30.00J-C3243 38.789.460<Collection: 0 items>Land Bay-30.00J-C2245 39.491.124<Collection: 1 items>Land Bay-30.00J-C7249 39.691.617<Collection: 1 items>Land Bay-30.00J-C8252 46.3106.960<Collection: 0 items>Land Bay-20.00J-B4271 46.3106.960<Collection: 0 items>Land Bay-20.00J-B0282 46.2106.900<Collection: 0 items>Land Bay-30.00J-E0291 40.794.110<Collection: 0 items>Land Bay-30.00J-C0294 40.794.110<Collection: 0 items>Land Bay-30.00J-E1296 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 5/9/2013 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19]Bentley Systems, Inc. Haestad Methods Solution CenterNorsworthy_WaterCAD.wtg Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 0 9 22 0. 0 0 0 0. 0 0 13 7 . 2 9 13 7 . 2 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 17 0 . 5 7 P- C 5 0. 0 8 20 0. 0 0 0 0. 0 0 13 7 . 2 9 13 7 . 2 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 60 . 9 7 P- C 4 0. 1 0 15 0. 0 0 0 0. 0 1 13 7 . 3 4 13 7 . 3 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 84 2 . 2 1 P- B 1 0. 0 8 -1 3 0. 0 0 0 0. 0 0 13 7 . 3 4 13 7 . 3 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 3 . 2 1 P- B 2 0. 1 4 -8 8 0. 0 0 0 0. 0 0 13 7 . 3 6 13 7 . 3 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 35 5 . 5 7 EX . P - 5 1. 9 5 1, 2 2 0 0. 0 0 1 14 . 9 4 13 7 . 3 6 15 2 . 3 0 11 0 . 0 Du c t i l e I r o n 16 . 0 12 , 1 4 8 . 0 0 64 . 9 1 P- R E S 2 0. 0 2 3 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 8 . 3 0 P- A 5 0. 0 8 13 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 46 5 . 1 8 P- A 4 0. 0 1 1 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 94 . 8 4 P- A 3 0. 2 0 31 0. 0 0 0 0. 0 1 13 6 . 1 8 13 6 . 2 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 42 0 . 2 7 P- A 0 0. 0 2 -3 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 . 0 4 P- A 2 0. 0 4 -6 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 30 . 3 9 P- A 1 0. 0 2 3 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 76 . 5 6 P- A 7 6. 4 9 1, 0 1 7 0. 0 1 9 6. 2 6 12 9 . 9 4 13 6 . 2 0 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 33 2 . 2 2 P- D 0 6. 4 5 1, 0 1 1 0. 0 1 9 7. 7 9 12 2 . 1 5 12 9 . 9 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 41 7 . 9 7 P- D 1 0. 0 4 6 0. 0 0 0 0. 0 0 12 9 . 9 4 12 9 . 9 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 85 . 3 9 P- D 2 0. 0 1 -1 0. 0 0 0 0. 0 0 13 6 . 1 8 13 6 . 1 8 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 37 5 . 7 6 P- A 6 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 3 0 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 19 3 . 4 5 P- C 9 0. 0 7 -1 7 0. 0 0 0 0. 0 0 13 7 . 2 9 13 7 . 2 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 21 3 . 9 4 P- C 1 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 2 9 13 7 . 2 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 23 2 . 5 2 P- C 2 0. 0 7 -1 7 0. 0 0 0 0. 0 0 13 7 . 2 9 13 7 . 2 9 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 55 . 7 0 P- C 3 0. 2 8 68 0. 0 0 0 0. 0 1 13 7 . 2 9 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 16 3 . 7 6 P- C 6 0. 3 2 79 0. 0 0 0 0. 0 0 13 7 . 3 0 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 68 . 6 3 P- C 8 0. 2 9 72 0. 0 0 0 0. 0 0 13 7 . 3 0 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 70 . 1 1 P- C 7 0. 0 2 -4 0. 0 0 0 0. 0 0 13 7 . 3 0 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 12 9 . 6 1 P- C 1 0 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 3 6 13 7 . 3 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 13 7 . 6 0 P- 1 0 9 0. 1 0 -6 3 0. 0 0 0 0. 0 0 13 7 . 3 6 13 7 . 3 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 97 . 6 3 P- 1 1 0 0. 2 6 -6 3 0. 0 0 0 0. 0 0 13 7 . 3 6 13 7 . 3 6 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 28 . 4 4 P- 1 1 1 0. 1 4 -2 2 0. 0 0 0 0. 0 1 13 7 . 3 6 13 7 . 3 4 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 95 1 . 6 9 P- 1 1 3 Pa g e 1 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g Fl e x T a b l e : P i p e T a b l e ( N or s w o r t h y _ W a t e r C A D . w t g ) Cu r r e n t T i m e : 0 . 0 0 0 h o u r s Ve l o c i t y (f t / s ) Flo w (g p m ) He a d l o s s Gr a d i e n t (f t / f t ) He a d l o s s (f t ) Hy d r a u l i c Gr a d e ( S t o p ) (f t ) Hy d r a u l i c Gr a d e ( S t a r t ) (f t ) Ha z e n - W i l l i a m s C Ma t e r i a l Di a m e t e r (i n ) Le n g t h (U s e r De f i n e d ) (f t ) Le n g t h (S c a l e d ) (f t ) La b e l 0. 2 6 41 0. 0 0 0 0. 0 2 13 7 . 3 4 13 7 . 3 6 13 0 . 0 Du c t i l e I r o n 8. 0 0. 0 0 38 1 . 2 0 P- 1 1 4 1. 8 1 1, 1 3 2 0. 0 0 1 0. 0 2 13 7 . 3 4 13 7 . 3 6 11 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 20 . 5 6 P- 1 1 5 0. 3 4 83 0. 0 0 0 0. 0 3 13 7 . 3 1 13 7 . 3 4 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 53 4 . 0 5 P- 1 1 7 0. 0 0 0 0. 0 0 0 0. 0 0 13 7 . 3 1 13 7 . 3 1 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 47 0 . 7 3 P- 1 1 8 0. 3 4 -8 3 0. 0 0 0 0. 0 1 13 7 . 3 1 13 7 . 3 0 13 0 . 0 Du c t i l e I r o n 10 . 0 0. 0 0 84 . 2 9 P- 1 1 9 1. 6 7 1, 0 4 9 0. 0 0 1 1. 1 4 13 6 . 2 0 13 7 . 3 4 13 0 . 0 Du c t i l e I r o n 16 . 0 0. 0 0 1, 6 7 6 . 4 9 P- 1 2 0 Pa g e 2 o f 2 27 S i e m o n C o m p a n y D r i v e S u i t e 2 0 0 W W a t e r t o w n , C T 0 6 7 9 5 U S A +1 - 2 0 3 - 7 5 5 - 1 6 6 6 5/ 9 / 2 0 1 3 Be n t l e y W a t e r C A D V 8 i ( S E L E C T s e r i e s 3 ) [0 8 . 1 1 . 0 3 . 1 9 ] Be n t l e y S y s t e m s , I n c . H ae s t a d M e t h o d s So l u t i o n C e n t e r No r s w o r t h y _ W a t e r C A D . w t g FlexTable: Junction Table (Norsworthy_WaterCAD.wtg) Current Time: 0.000 hours Pressure (psi) Hydraulic Grade (ft) Demand (gpm) Demand CollectionZoneElevation (ft) LabelID 59.4137.292<Collection: 1 items>Land Bay-30.00J-C534 59.4137.2946<Collection: 1 items>Land Bay-30.00J-C635 58.9136.181<Collection: 1 items>Land Bay-10.00J-A346 58.9136.182<Collection: 1 items>Land Bay-10.00J-A247 58.9136.1813<Collection: 1 items>Land Bay-10.00J-A151 58.9136.201<Collection: 1 items>Land Bay-10.00J-A057 59.4137.293<Collection: 1 items>Land Bay-30.00J-C459 59.4137.2917<Collection: 1 items>Land Bay-30.00J-C163 59.4137.347<Collection: 1 items>Land Bay-20.00J-B173 59.4137.360<Collection: 0 items>Land Bay-20.00J-F281 59.4137.3428<Collection: 2 items>Land Bay-20.00J-B383 59.4137.3428<Collection: 1 items>Land Bay-20.00J-B286 59.4137.3625<Collection: 1 items>Land Bay-20.00J-F1114 59.4137.304<Collection: 1 items>Land Bay-30.00J-C11159 59.4137.360<Collection: 0 items>Land Bay-20.00J-F0182 58.9136.189<Collection: 1 items>Land Bay-10.00J-A4203 58.9136.184<Collection: 2 items>Land Bay-10.00J-A5206 58.9136.183<Collection: 1 items>Land Bay-10.00J-A7217 58.9136.180<Collection: 0 items>Land Bay-10.00J-A6220 52.8122.151,011<Collection: 2 items>Land Bay-40.00J-D2224 56.2129.940<Collection: 0 items>Land Bay-40.00J-D1226 56.2129.946<Collection: 1 items>Land Bay-40.00J-D3229 59.4137.300<Collection: 0 items>Land Bay-30.00J-C10232 59.4137.300<Collection: 1 items>Land Bay-30.00J-C9235 59.4137.290<Collection: 0 items>Land Bay-30.00J-C3243 59.4137.290<Collection: 0 items>Land Bay-30.00J-C2245 59.4137.304<Collection: 1 items>Land Bay-30.00J-C7249 59.4137.307<Collection: 1 items>Land Bay-30.00J-C8252 59.4137.360<Collection: 0 items>Land Bay-20.00J-B4271 59.4137.360<Collection: 0 items>Land Bay-20.00J-B0282 59.4137.340<Collection: 0 items>Land Bay-30.00J-E0291 59.4137.310<Collection: 0 items>Land Bay-30.00J-C0294 59.4137.310<Collection: 0 items>Land Bay-30.00J-E1296 Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 5/9/2013 Bentley WaterCAD V8i (SELECTseries 3)[08.11.03.19]Bentley Systems, Inc. Haestad Methods Solution CenterNorsworthy_WaterCAD.wtg Appendix E – Master Water Plan BR E W E R ' S S T A T I O N MA S T E R WA T E R P L A N VI C I N I T Y M A P SC A L E : 1 " = 4 0 0 0 ' SI T E EX H I B I T ' D ' EXHIBIT B Design Standards for Brewer's Station A Mixed-Use Community in Isle of Wight, Virginia REVISION: 13 MAY 2013 prepared for: Francis Norsworthy 221 McLaws Circle Williamsburg VA 23185 prepared by HOPKE & ASSOCIATES, Inc. Architecture/Planning/Interiors 1156 Jamestown Road, Suite C Williamsburg, Virginia 23185 757-229-1100 in association with Kimley-Horn and Associates, Inc. 501 Independence Parkway, Suite 300 Chesapeake, Virginia 23320 757-548-7300 1 | Page Contents 1. Introduction ........................................................................................................................................... 3 2. Common Site Elements ........................................................................................................................... 5 3. Land Bay I: Single Family Cluster ......................................................................................................... 6 3.1. Street Design ................................................................................................................................ 6 3.2. Housing and Lot Standards ....................................................................................................... 7 3.2.1. Lot Sizes, Layout, and Build-to Lines .................................................................................................. 7 3.2.2. Housing Elements .................................................................................................................................. 7 3.2.3. Parking and Access ................................................................................................................................ 7 3.3. Visual Character ......................................................................................................................... 8 3.3.1. Edge Definition and Screening ............................................................................................................. 8 3.3.2. Scale and Articulation ........................................................................................................................... 8 3.4. Building Elements ....................................................................................................................... 9 3.4.1. Building Materials - General ................................................................................................................ 9 3.4.2. Roofs ....................................................................................................................................................... 9 3.4.3. Fenestration .......................................................................................................................................... 10 3.5. Landscape and Open Space Standards ................................................................................... 10 3.5.1. General Requirements ......................................................................................................................... 10 3.5.2. Streets ................................................................................................................................................... 11 3.5.3. Parking Areas ....................................................................................................................................... 11 3.5.4. Site Lighting ......................................................................................................................................... 11 3.5.5. Planting on Private Lots ...................................................................................................................... 11 4. Land Bay II: Multi-Family Flats .......................................................................................................... 12 4.1. Vehicular and Pedestrian Circulation ..................................................................................... 12 4.2. Housing Units ............................................................................................................................ 13 4.2.1. General ................................................................................................................................................. 13 4.2.2. Building Elements ................................................................................................................................ 13 4.2.3. Parking and Access .............................................................................................................................. 13 4.3. Visual Character ....................................................................................................................... 13 4.3.1. Edge Definition and Screening ........................................................................................................... 13 4.3.2. Scale and Articulation ......................................................................................................................... 14 4.4. Building Elements ..................................................................................................................... 14 4.4.1. Building Materials - General .............................................................................................................. 14 4.4.2. Roofs ..................................................................................................................................................... 15 4.4.3. Fenestration .......................................................................................................................................... 15 4.5. Landscape and Open Space Standards ................................................................................... 16 4.5.1. General Requirements ......................................................................................................................... 16 2 | Page 4.5.2. Open Spaces and Pedestrian Ways .................................................................................................... 16 4.5.3. Parking Areas ....................................................................................................................................... 16 5. Land Bay III: Shopping District........................................................................................................... 18 5.1. Vehicular and Pedestrian Circulation ..................................................................................... 18 5.2. Building Pattern and Form ...................................................................................................... 19 5.2.1. General ................................................................................................................................................. 19 5.2.2. Building Elements ................................................................................................................................ 19 5.2.3. Parking and Access .............................................................................................................................. 19 5.3. Visual Character ....................................................................................................................... 19 5.3.1. Edge Definition and Screening ........................................................................................................... 19 5.3.2. Scale and Articulation ......................................................................................................................... 20 5.4. Building Elements ..................................................................................................................... 20 5.4.1. Building Materials - General .............................................................................................................. 20 5.4.2. Roofs ..................................................................................................................................................... 21 5.4.3. Fenestration .......................................................................................................................................... 21 5.5. Landscape and Open Space Standards ................................................................................... 22 5.5.1. General Requirements ......................................................................................................................... 22 5.5.2. Open Spaces and Pedestrian Ways .................................................................................................... 22 5.5.3. Parking Areas ....................................................................................................................................... 22 6. Land Bay V: Townhouses .................................................................................................................... 23 6.1. Vehicular and Pedestrian Circulation ..................................................................................... 23 6.2. Housing Units ............................................................................................................................ 24 6.2.1. General ................................................................................................................................................. 24 6.2.2. Building Elements ................................................................................................................................ 24 6.2.3. Parking and Access .............................................................................................................................. 24 6.3. Visual Character ....................................................................................................................... 24 6.3.1. Edge Definition and Screening ........................................................................................................... 24 6.3.2. Scale and Articulation ......................................................................................................................... 25 6.4. Building Elements ..................................................................................................................... 25 6.4.1. Building Materials - General .............................................................................................................. 25 6.4.2. Roofs ..................................................................................................................................................... 26 6.4.3. Fenestration .......................................................................................................................................... 26 6.5. Landscape and Open Space Standards ................................................................................... 27 6.5.1. General Requirements ......................................................................................................................... 27 6.5.2. Open Spaces and Pedestrian Ways .................................................................................................... 27 6.5.3. Parking Areas ....................................................................................................................................... 27 3 | Page 1. Introduction This document is intended to serve as guidance for the detailed design of all building and site elements within the development, “Brewer's Station.” Brewer's Station is a mixed-use development where the major building groups are organized North-South by Brewer's Neck Road and East-West by natural wetlands. These features simultaneously link and separate the property into five "land bays." o Land Bay I is a residential cluster neighborhood organized around two internal parks. Individual units include internal and shared courtyards as a result of a semi-attached configuration designed as "zero-lot-line homes" or similar to the historic "Charleston Single-wide Dwellings," They are intended to be viewed as Townhouses in the "traditional" sense, with land density greater than customary single family lots, but less than customary Townhouses. Adjacent to the residential area will be a shared pool and clubhouse facility. o Land Bay II is a Multi-Family complex of "Flats" organized around a Commons area. Units are accessed from car-courts to one side and open onto green-spaces or pedestrian courts on the other. At the corner of Brewer's Neck and New Town Haven Lane will be a 4 | Page Multi-function Building that may serve as a combination residential amenity and commercial functions. o Land Bay III is a retail complex. While connected to the other parcels with pedestrian ways, this land bay is located at the most advantageous intersection for automobile access. Thus, it is organized in a more traditional regional shopping center development pattern. At the corner of Brewer's Neck and Norsworthy Drive will be a "Corner Store," which will set an architectural tone for the remaining buildings, while serving as a convenient stop for cars, pedestrians, and bikers. o Land Bay IV is a Multi-Family hamlet of attached dwelling units (townhouses) organized to create shared public spaces at the front doors, and private views to the rear of each unit. It is the intent of these design standards to create continuity within all four Land Bays by use of similar materials, sense of scale, building forms, massing, and site elements. Conceptually, the objective is to create a built environment evocative of the agricultural heritage of Isle of Wight, while accommodating multiple land-uses and a rich variety of real-estate products. These standards are intended to comply with the Isle of Wight Zoning Ordinance Section 6- 2010, "Architectural Guidelines for All Non-residential Uses." Wherein any discrepancies or ambiguities may occur, these guidelines shall not be interpreted to allow standards which are less restrictive than the Zoning Ordinance. The Developer shall be responsible for administration of these Design Standards and shall engage a licensed Architect ("Review Architect") to interpret their application for all aspects of the project through a formal, documented review process. Selection of the Review Architect shall be at the sole discretion of the Developer. The responsibility for administration of the Design Standards may be assigned to another entity (such as a "home owners association") in the future, at the sole discretion of the Developer. Following, the Design Standards will be taken in turn for each major area, beginning with Common Site Elements. 5 | Page 2. Common Site Elements Brewer's Station is to be evocative of a Southern rural village with areas of greater and lesser density, all working in harmony with the land. Whenever possible, compelling natural features such as wetlands and ravines, high points of topography, and woodlands are preserved and celebrated by the design and placement of buildings, streets, pathways and open spaces. The development pattern will acknowledge the presence of Brewer's Neck Boulevard, a major thoroughfare in the County, through careful design of intersections and site access points. A meandering multi-use trail will parallel Brewer's Neck Boulevard on each side, connecting the Land Bays for pedestrians and bikers. A repetition of ornamental tree clusters will reinforce the edge of the multi-use trail, creating an organic foil to the rigid highway geometry. In some areas, fencing is to be used to shield the view of cars and/or to define specific access points into each land bay. Low plantings and planting beds will enhance screening of parking lots while a kept lawn will span between the multi-use trail and highway. Any fencing shall be of a consistent design with some variety of detail. All fencing must be approved by the Developer's Architect and comply with Isle of Wight Zoning Ordinance Section 5- 2000.G. 6 | Page 3. Land Bay I: Single Family Cluster Land Bay I is a residential cluster neighborhood organized around two internal parks. Individual units include internal and shared courtyards as a result of a semi-attached configuration designed as "zero-lot-line homes" or similar to the historic "Charleston Single-wide Dwellings." They are intended to be viewed as Townhouses in the "traditional" sense, with land density greater than customary single family lots, but less than customary Townhouses. Adjacent to the residential area will be a shared pool and clubhouse facility to be constructed with similar materials as the residential units, but with a larger, more public scale. A pedestrian network is to connect all of the residences to each other as well as the multi-use trail and amenities. 3.1. Street Design Land Bay I is organized by an interconnected system of streets and open spaces. The 7 | Page streets and open spaces are to be developed as the “public realm” and have a formal character. Streets shall connect residents to a compelling natural feature, a public open space, significant intersection, to other streets or toward a building located so that it terminates the view down a street. The streets shall be designed to encourage community interaction among neighbors. Sidewalks, tree planting (spaced at a maximum of 40’ o.c.) and pedestrian lighting shall be provided on both sides of the street allowing comfortable places to stroll day and evening. 3.2. Housing and Lot Standards 3.2.1. Lot Sizes, Layout, and Build-to Lines • Lots are to be 40’ wide nominally by 80’ deep minimally. The main façade of the house is to be no more than 20’ from the street right-of-way except where unusual lot geometry dictates a deviation. Otherwise, stoops and steps may be no less than 10’ from the street right-of-way. The house footprint is to be located at no more than 5’ from one of the side property lines and at least 12’ from the opposing side property line. The final master site plan shall dictate the placement of building footprints in a coordinated pattern. • A detached garage, attached garage, or outbuilding may be located within the 20’ side yard if located behind the main façade of the house. • Front porches are strongly encouraged with an elevation change between sidewalk grade and floor line of at least 16”. 3.2.2. Housing Elements The height of each house shall be 2-1/2 story maximum. Porches, stoops, raised front entries and terraces with garden walls may encroach beyond the front of the primary building facade a maximum of 10’. Awnings, roof overhangs, bay windows, balconies, chimneys, foundations, and mechanical equipment may encroach beyond all setbacks a maximum of 5’ as long as minimum building code separations are maintained. Mechanical equipment shall be screened from view utilizing fencing and/or landscaping. 3.2.3. Parking and Access Parking: 2 off-street spaces minimum per lot (including covered spaces). On- 8 | Page street parallel parking spaces shall be provided in accordance with the Isle of Wight Zoning Ordinance, the location and number to be confirmed as a part of the final site plan development. 3.3. Visual Character 3.3.1. Edge Definition and Screening Fences and walls shall be architecturally consistent with the home designs. Walls are to be made of stuccoed concrete block or brick. Fences and privacy screens are to be made of wood pickets, pvc lumber, wrought iron, vinyl board on board fencing, or painted metal. Chain link fences are not permitted. Landscaping may be used in conjunction with fences and walls to better define edges or screen views and activities. Fences, walls and hedges may be used along lot lines to help define property boundaries or screen private activities. Fences and walls are to be maximum height of 6’-0" except those located along public rights-of-way or forward of the main body of a structure, which are to be a maximum of 42" in height. Where fences or walls intersect, their heights shall be consistent 3.3.2. Scale and Articulation Scale is the relationship in size between buildings and the human form. Articulation is the way in which architectural elements are used to reduce the scale of the masses that compose the building form. Buildings with large profiles shall be designed to appear smaller through the articulation of the overall massing and organizing it as a collection of smaller component masses. The use of architectural elements such as bays, balconies, porches, loggias and arcades add interest to building facades and aid in relating the scale of any building to human dimensions. Roofs may be articulated through the use of dormers, lanterns, monitors, widow’s watches and other roof¬top elements. Each of these devices adds character and interest to the buildings of the development which, in turn, reinforces the village character intended by these 9 | Page guidelines. Roof elements shall be designed to transmit light to the attic story, vent air, or be habitable (as in dormers). There shall be an adequate variety of architectural elements along street facades to distinguish individual dwellings while remaining stylistically consistent within the entire residential section. 3.4. Building Elements 3.4.1. Building Materials - General • Building walls: brick, stucco, clad wood, wood shingle, wood clapboard, wood board and batten, and fiber cement siding. Wood-like lapped cladding shall provide a minimum 1/2" profile. • Vinyl siding is excepted in limited use. No more than 25% of the homes in Land Bay I shall be all vinyl. No more than 25% shall be a combination of vinyl and other materials. All other homes shall utilize no vinyl siding. • Exposed Foundation Walls: Brick or brick facing, or stucco finished poured concrete or concrete block. • Materials shall transition and terminate appropriately. If a material transition is desired, such transition shall occur at interior corners, not outside corners. Materials shall be utilized to express component massing and shall not be treated as surface decoration. No more than two wall materials may occur on any individual building. • Chimneys: brick, stucco, or tabby (coastal concrete) • Arcades and colonnades: brick, stucco, wood, poly-stone, fiberglass • Porches, columns: painted wood, cellular pvc, painted metal, poly-stone, fiberglass • Posts, spindles, balusters: pained wood, cellular pvc, painted metal, poly-stone, fiberglass • Stoops, exterior stairs: brick • Decks: wood, composite lumber, or high quality synthetic wood decking • Awning and canopies: canvas-covered metal structure 3.4.2. Roofs 3.4.2.1. Recommended Materials • Roofs: Wood shingles, galvanized or painted metal standing seam, copper, lead-coated copper, slate, synthetic slate, architectural grade asphalt or fiberglass shingle • Gutters and downspouts: galvanized aluminum, painted metal, copper • Flashing: copper, lead coated copper, galvanized aluminum 3.4.2.2. Roof Shapes 10 | Page • Buildings shall have a varied character of traditionally shaped roofs. • Principal Roofs: Gabled, hipped, hipped gables, gabled hips or gambrel in a symmetrical fashion with a slope of 6:12 to 12:12. • Secondary Roofs: Shed with minimum slope of 2:12. • Flat Roofs: Permitted when accessible from an interior space or in the form of a special rooftop element. Flat roofs are to have parapets, balustrades or railings. • Parapets: Horizontal • Dormers: Pitched or eyebrow • Special roof-top elements: Symmetrically situated or aligned with the rhythm of structural bays and fenestration. • Roof-top mechanical enclosures: Concealed from view by sloped roofs of the character described above. 3.4.3. Fenestration 3.4.3.1. Recommended Materials • Windows: wood, painted metal, vinyl, metal clad wood • Bay windows: wood, metal clad wood, painted metal, with metal tops • Doors: painted wood, metal clad wood, painted metal, fiberglass resin • Garage doors: painted wood, metal with incorporated glazing, clad wood • Shutters: wood, fiberglass resin, or metal • Security doors and grilles: metal 3.4.3.2. Configuration • Windows: Rectangular with a minimum proportion of 1.5 vertical to 1 horizontal. • Bay windows: rectangular or chamfered. • Doors: rectangular with rectangular transoms, if used. Glazing within doors shall be consistent with window glazing. • Garage doors: 16’ max. in width, articulated to appear as multiple doors where possible. • Shutters: Operable or given the convincing appearance of being operable and sized to fully cover the opening. • Security doors and grilles: metal 3.5. Landscape and Open Space Standards 3.5.1. General Requirements Landscaped open spaces shall have emphasis placed on their edges either with buildings or plantings to create outdoor rooms. Public open spaces (parks, 11 | Page squares and greens) are to be bordered by streets, alleys or building walls along at least 50% of their perimeter. 3.5.2. Streets Streets are to be planted with trees spaced a maximum of 40’ o.c. Shade/Canopy type trees are the preferred tree type for all residential streets; however, minor trees reaching a mature height of 30’ and ornamental trees may be used to emphasize special open spaces. 3.5.3. Parking Areas Small, discretely placed parking areas are to be located on the lots. These areas shall be landscaped with an appropriate mix of trees, shrubs and groundcovers to enhance their serviceability and to minimize visual intrusion to adjacent lots and common areas. 3.5.4. Site Lighting Street-lights and parking area lighting shall be spaced so-as not to conflict with tree plantings and be of a pedestrian scale and design, a maximum of 16' in height. 3.5.5. Planting on Private Lots Initial landscaping of private lots shall be accomplished meeting or exceeding the requirements of the Isle of Wight Zoning Ordinance. The use of hedges, shrubs, ground cover and ornamental trees is encouraged throughout the open areas of the lots. 12 | Page 4. Land Bay II: Multi-Family Flats Land Bay II is Multi-Family complex of "Flats" organized around a Commons area. Units are accessed from car-courts to one side and open onto green spaces or pedestrian courts on the other. At the corner of Brewer's Neck and New Town Haven Lane will be a Multi-function Building that may serve as a combination residential amenity and commercial functions. Residents will also have access to other site amenities in the development, including the clubhouse and pool located on the Land Bay I parcel. 4.1. Vehicular and Pedestrian Circulation Land Bay II is organized by an interconnected system of pedestrian-ways and open spaces. Streets and parking areas are located for convenient access to unit entrances and vertical circulation. Parking areas are arranged to be screened from the primary pedestrian ways. The streets shall be designed to encourage community interaction among neighbors. Sidewalks, tree planting (spaced at a maximum of 40’ o.c.) and pedestrian lighting shall be provided on both sides of the street allowing comfortable places to stroll day and 13 | Page evening. 4.2. Housing Units 4.2.1. General • The Housing is to be arranged in multiple buildings, linked by vertical circulation (stair and/or elevator) elements. There shall be a variety of unit sizes with a differing numbers of bedrooms, the final distribution of which to be determined by market analysis prior to final site plan development and approval. • Special attention is to be paid to the spaces between the buildings, creating a sequence of pedestrian ways which link alleys to formal green spaces and natural green spaces. • Porches are strongly encouraged with an elevation change between sidewalk grade and floor line. 4.2.2. Building Elements The height of each building shall be 2 to 3-1/2 stories. The distance between buildings shall be a minimum of 40'-0" when aligned parallel and no less than required by the building code otherwise. Mechanical equipment shall be screened from view utilizing roof-top equipment or, if ground mounted, fencing and/or landscaping. 4.2.3. Parking and Access Parking shall be arranged in small parking enclaves adjacent to the entry side of the buildings to the greatest extent practical. Landscaping within these parking enclaves shall be minimized in favor of more effective landscaping at their perimeter for screening. On-street and special guest parking spaces shall be provided in accordance with the Isle of Wight Zoning Ordinance, the location and number to be confirmed as a part of the final site plan development. 4.3. Visual Character 4.3.1. Edge Definition and Screening Fences and walls shall be architecturally consistent with the building designs. Walls are to be made of a combination of materials, including brick, siding, stone, and to a limited extent, stucco. Fences and privacy screens are to be made of wood pickets, pvc lumber, wrought iron, vinyl board on board fencing, or painted 14 | Page metal. Chain link fences are not permitted. Landscaping may be used in conjunction with fences and walls to better define edges or screen views and activities. 4.3.2. Scale and Articulation Scale is the relationship in size between buildings and the human form. Articulation is the way in which architectural elements are used to reduce the scale of the masses that compose the building form. Buildings shall be designed to appear smaller through the articulation of the overall massing and organizing it as a collection of smaller component masses. The use of architectural elements such as bays, balconies, porches, loggias and arcades add interest to building facades and aid in relating the scale of any building to human dimensions. Roofs may be articulated through the use of dormers, lanterns, monitors, widow’s watches and other roof¬top elements. Each of these devices adds character and interest to the buildings of the development which, in turn, reinforces the village character intended by these guidelines. Roof elements shall be designed to transmit light to the attic story, vent air, or be habitable (as in dormers). There shall be an adequate variety of architectural elements along all facades to distinguish individual dwellings while remaining stylistically consistent within the entire development. 4.4. Building Elements 4.4.1. Building Materials - General • Building walls: brick, stucco, clad wood, wood shingle, wood clapboard, wood board and batten, and fiber cement siding. • Vinyl siding shall be limited in its use. No more than 40% of the building facade area in this Land Bay may utilize vinyl siding. All other areas shall utilize materials allowed above and below. • Exposed Foundation Walls: Brick or brick facing, or stucco finished poured concrete or concrete block. • Materials shall transition and terminate appropriately. If a material transition is desired, such transition shall occur at interior corners, not outside corners. Materials shall be utilized to express component massing and shall not be treated as surface decoration. No more than two wall materials may occur on any individual building. • Chimneys: brick, stucco, or tabby (coastal concrete) • Arcades and colonnades: brick, stucco, wood, poly-stone, fiberglass • Porches, columns: painted wood, cellular pvc, painted metal, poly-stone, fiberglass • Posts, spindles, balusters: pained wood, cellular pvc, painted metal, poly-stone, fiberglass • Stoops, exterior stairs: brick, wood, or steel 15 | Page • Decks: wood, composite lumber, or high quality synthetic wood decking • Awning and canopies: canvas-covered metal or wood structure 4.4.2. Roofs 4.4.2.1. Recommended Materials • Roofs: Wood shingles, galvanized or painted metal seamed, copper, lead- coated copper, slate, synthetic slate, architectural grade asphalt or fiberglass shingle • Gutters and downspouts: galvanized aluminum, painted metal, copper • Flashing: copper, lead coated copper, galvanized aluminum 4.4.2.2. Roof Shapes • Buildings shall have a varied character of traditionally shaped roofs. • Principal Roofs: Gabled, hipped, hipped gables, gabled hips or gambrel in a symmetrical fashion with a slope of 6:12 to 12:12. • Secondary Roofs: Shed with minimum slope of 2:12. • Flat Roofs: Permitted when accessible from an interior space or in the form of a special rooftop element. Flat roofs are to have parapets, balustrades or railings. • Parapets: Horizontal • Dormers: Shed, Pitched or eyebrow • Special roof-top elements: Symmetrically situated or aligned with the rhythm of structural bays and fenestration. • Roof-top mechanical enclosures: Concealed from view by sloped roofs of the character described above. 4.4.3. Fenestration 4.4.3.1. Recommended Materials • Windows: wood, painted metal, vinyl, metal clad wood • Bay windows: wood, metal clad wood, painted metal, with metal tops • Doors: painted wood, metal clad wood, painted metal, fiberglass resin • Garage doors: painted wood, metal with incorporated glazing, clad wood • Shutters: wood, fiberglass resin • Security doors and grilles: metal 16 | Page 4.4.3.2. Configuration • Windows: Rectangular with a minimum proportion of 1.5 vertical to 1 horizontal. • Bay windows: rectangular or chamfered. • Doors: rectangular with rectangular transoms, if used. Glazing within doors shall be consistent with window glazing. • Garage doors: 16’ max. in width, articulated to appear as multiple doors where possible. • Shutters: Operable or given the convincing appearance of being operable and sized to fully cover the opening. • Security doors and grilles: metal 4.5. Landscape and Open Space Standards 4.5.1. General Requirements Landscaped open spaces and Pedestrian Ways shall have emphasis placed on their edges either with buildings or plantings to create outdoor rooms. Public open spaces (parks, squares and greens) are to be bordered by streets, alleys or building walls along at least 50% of their perimeter. 4.5.2. Open Spaces and Pedestrian Ways Pedestrian ways are to be planted with trees spaced a maximum of 40’ o.c. Shade/Canopy type trees are the preferred tree type for all formal open spaces; ornamental trees may be used to emphasize special open spaces and pedestrian ways. In all cases, species and planting sizes are to be selected to be in keeping with the scale of the space in which they will reside. Street-lights in pedestrian ways shall be spaced so-as not to conflict with tree plantings and be of a pedestrian scale and design, a maximum of 16' in height. 4.5.3. Parking Areas Parking shall be arranged in small parking enclaves adjacent to the entry side of the buildings to the greatest extent practical. Landscaping within these parking 17 | Page enclaves shall be minimized in favor of more effective landscaping at their perimeter for screening. Fencing and landscape screening is to be utilized to effectively screen parking areas from adjacent properties and public right-of- ways. Lighting in parking areas shall be taller than the pedestrian oriented fixtures, providing a reasonable degree of ambient lighting for public safety. 18 | Page 5. Land Bay III: Shopping District Land Bay III is a retail complex. While connected to the other parcels with pedestrian ways, this land bay is located at the most advantageous intersection for automobile access. Thus, it is organized in a more traditional regional shopping center development pattern. At the corner of Brewer's Neck Boulevard and Norsworthy Drive will be a "Corner Store," which will set an architectural tone for the remaining buildings, while serving as a convenient stop for cars, pedestrians, and bikers. 5.1. Vehicular and Pedestrian Circulation Land Bay III is organized around a central parking court which is bounded by an out- parcel on each side and a series of in-line shops. While planned for convenient access from Brewer's Neck Boulevard, it is also connected to the other Land Bays by a system of pedestrian-ways and open spaces. Parking areas are arranged to be screened from the public right-of-ways and subdivided by clearly discernible pedestrian ways. 19 | Page 5.2. Building Pattern and Form 5.2.1. General • The general building form of the in-line shops is anticipated to be a relatively simple series of "boxes" with a parapeted, low-slope roof system. Exterior finishes generally visible to the public shall be of the nature and quality that are consistent with the other Land Bays, such as brick and siding. Facades on sides of the building that are not visible to public right-of-ways may deviate, but shall be well screened with landscaping and of a color and quality compatible with the rest of the building, such as painted, textured concrete block. • Entrances to the retail spaces shall have a village character, being more in scale with the pedestrian than the main building form, which is necessarily large. Store entrance elements shall have a consistency of architectural vocabulary, but vary enough to evoke the organic nature of a village. • Special attention is to be paid to the spaces between the buildings and between the retail entrance elements, creating a sequence of pedestrian ways which link street-like walk-ways to the parking court and natural green spaces. 5.2.2. Building Elements The height of each building shall be limited by code and zoning ordinance as well as specific tenant requirements. Mechanical equipment shall be screened from view utilizing roof-top equipment or, if ground mounted, fencing and/or landscaping. 5.2.3. Parking and Access Parking shall be arranged in a central parking court and small parking enclaves adjacent to the entry side of the buildings to the greatest extent practical. Landscaping within these parking enclaves shall be minimized in favor of more effective landscaping at their perimeter for screening. Parking capacity shall be provided in accordance with the Isle of Wight Zoning Ordinance, the location and number to be confirmed as a part of the final site plan development. 5.3. Visual Character 5.3.1. Edge Definition and Screening Fences and walls shall be architecturally consistent with the building designs. Walls are to be made of a combination of materials, including brick, siding, stone, and to a limited extent, stucco. Fences and privacy screens are to be made of 20 | Page wood pickets, pvc lumber, wrought iron, vinyl board on board fencing, or painted metal. Chain link fences are not permitted. Landscaping may be used in conjunction with fences and walls to better define edges or screen views and activities. 5.3.2. Scale and Articulation Scale is the relationship in size between buildings and the human form. Articulation is the way in which architectural elements are used to reduce the scale of the masses that compose the building form. Buildings shall be designed to appear smaller through the articulation of the overall massing and organizing it as a collection of smaller component masses. The use of architectural elements such as bays, balconies, porches, loggias and arcades add interest to building facades and aid in relating the scale of any building to human dimensions. Roofs may be articulated through the use of dormers, lanterns, monitors, widow’s watches and other roof¬top elements. Each of these devices adds character and interest to the buildings of the development which, in turn, reinforces the village character intended by these guidelines. Roof elements shall be designed to transmit light to the attic story, vent air, or be habitable (as in dormers). There shall be an adequate variety of architectural elements along all facades to distinguish individual shops while remaining stylistically consistent within the entire development. 5.4. Building Elements 5.4.1. Building Materials - General • Building walls: brick, stucco, clad wood, wood shingle, wood clapboard, wood board and batten, and fiber cement siding. • Exposed Foundation Walls: Brick or brick facing, or stucco finished poured concrete or concrete block. • Materials shall transition and terminate appropriately. If a material transition is desired, such transition shall occur at interior corners, not outside corners. Materials shall be utilized to express component massing and shall not be treated as surface decoration. No more than two wall materials may occur on any individual building. • Chimneys: brick, stucco, or tabby (coastal concrete) • Arcades and colonnades: brick, stucco, wood, poly-stone, fiberglass • Porches, columns: painted wood, cellular pvc, painted metal, poly-stone, fiberglass • Posts, spindles, balusters: pained wood, cellular pvc, painted metal, poly-stone, fiberglass • Stoops, exterior stairs: brick, wood, or steel • Decks: wood, composite lumber, or high quality synthetic wood decking • Awning and canopies: canvas-covered metal or wood structure 21 | Page 5.4.2. Roofs 5.4.2.1. Recommended Materials • Roofs: Wood shingles, galvanized or painted metal seamed, copper, lead- coated copper, slate, synthetic slate, architectural grade asphalt or fiberglass shingle. • Gutters and downspouts: galvanized aluminum, painted metal, copper • Flashing: copper, lead coated copper, galvanized aluminum 5.4.2.2. Roof Shapes • Buildings shall have a varied character of traditionally shaped roofs. • Principal Roofs: Gabled, hipped, hipped gables, gabled hips or gambrel in a symmetrical fashion with a slope of 6:12 to 12:12. • Secondary Roofs: Shed with minimum slope of 2:12. • Flat Roofs: Permitted when accessible from an interior space or in the form of a special rooftop element. Flat roofs are to have parapets, balustrades or railings. • Parapets: Horizontal • Dormers: Shed, Pitched or eyebrow • Special roof-top elements: Symmetrically situated or aligned with the rhythm of structural bays and fenestration. • Roof-top mechanical enclosures: Concealed from view by sloped roofs of the character described above. 5.4.3. Fenestration 5.4.3.1. Recommended Materials • Windows: wood, painted metal, vinyl, metal clad wood • Bay windows: wood, metal clad wood, painted metal, with metal tops • Doors: painted wood, metal clad wood, painted metal, fiberglass resin • Garage doors: painted wood, metal with incorporated glazing, clad wood • Shutters: wood, fiberglass resin • Security doors and grilles: metal 5.4.3.2. Configuration • Windows: Rectangular with a minimum proportion of 1.5 vertical to 1 horizontal. • Bay windows: rectangular or chamfered. • Doors: rectangular with rectangular transoms, if used. Glazing within doors shall be consistent with window glazing. 22 | Page • Garage doors: 16’ max. in width, articulated to appear as multiple doors where possible. • Shutters: Operable or given the convincing appearance of being operable and sized to fully cover the opening. • Security doors and grilles: metal • Service Doors (rear facade only): Overhead coiling metal or folding metal. 5.5. Landscape and Open Space Standards 5.5.1. General Requirements Landscaped open spaces, parking areas and pedestrian ways shall have emphasis placed on their edges either with buildings or plantings to create outdoor rooms. Walk-ways adjacent to buildings shall reinforce the sense of a public street. 5.5.2. Open Spaces and Pedestrian Ways Pedestrian ways are to be planted with trees spaced a maximum of 40’ o.c. Shade/Canopy type trees are the preferred tree type for all formal open spaces; ornamental trees may be used to emphasize special open spaces and pedestrian ways. In all cases, species and planting sizes are to be selected to be in keeping with the scale of the space in which they will reside. Street-lights in public ways shall be spaced so-as not to conflict with tree plantings and be of a pedestrian scale and design, a maximum of 16' in height. 5.5.3. Parking Areas Parking shall be arranged in small parking enclaves adjacent to the entry side of the buildings to the greatest extent practical. Landscaping within these parking enclaves shall be minimized in favor of more effective landscaping at their perimeter for screening. Fencing and landscape screening is to be utilized to effectively screen parking areas from adjacent properties and public right-of- ways. Lighting in parking areas shall be taller than the pedestrian oriented fixtures, providing a reasonable degree of ambient lighting for public safety. 23 | Page 6. Land Bay V: Townhouses Land Bay V is a Multi-Family hamlet of attached dwelling units organized to create shared public spaces at the front doors, and private views to the rear of each unit. 6.1. Vehicular and Pedestrian Circulation Land Bay V is organized by a loop-road system with formal and informal open spaces. Parking areas are located for convenient access to unit entrances and to create common car-courts for resident interaction. The street shall be designed to encourage walking within the Land Bay . Sidewalks, tree planting (spaced at a maximum of 40’ o.c.) and pedestrian lighting shall be provided 24 | Page along at least one side of the street allowing comfortable places to stroll day and evening. 6.2. Housing Units 6.2.1. General • The Housing is to be arranged in multiple buildings, attached as townhouses. There shall be a variety of unit sizes with a differing numbers of bedrooms, the final distribution of which to be determined by market analysis prior to final site plan development and approval. • Porches are strongly encouraged with an elevation change between sidewalk grade and floor line. 6.2.2. Building Elements The height of each building shall be 2 to 3-1/2 stories. The distance between buildings shall be a minimum of 20'-0" when aligned parallel and no less than required by the building code otherwise. Mechanical equipment shall be screened from view utilizing roof-top equipment or, if ground mounted, fencing and/or landscaping. 6.2.3. Parking and Access Parking shall be arranged in small parking enclaves adjacent to the entry side of the buildings. On-street and special guest parking spaces shall be provided in accordance with the Isle of Wight Zoning Ordinance, the location and number to be confirmed as a part of the final site plan development. 6.3. Visual Character 6.3.1. Edge Definition and Screening Fences and walls shall be architecturally consistent with the building designs. Walls are to be made of a combination of materials, including brick, siding, stone, and to a limited extent, stucco. Fences and privacy screens are to be made of wood pickets, pvc lumber, wrought iron, vinyl board on board fencing, or painted metal. Chain link fences are not permitted. Landscaping may be used in conjunction with fences and walls to better define edges or screen views and activities. 25 | Page 6.3.2. Scale and Articulation Scale is the relationship in size between buildings and the human form. Articulation is the way in which architectural elements are used to reduce the scale of the masses that compose the building form. Buildings shall be designed to appear smaller through the articulation of the overall massing and organizing it as a collection of smaller component masses. The use of architectural elements such as bays, balconies, porches, loggias and arcades add interest to building facades and aid in relating the scale of any building to human dimensions. Roofs may be articulated through the use of dormers, lanterns, monitors, widow’s watches and other roof¬top elements. Each of these devices adds character and interest to the buildings of the development which, in turn, reinforces the village character intended by these guidelines. Roof elements shall be designed to transmit light to the attic story, vent air, or be habitable (as in dormers). There shall be an adequate variety of architectural elements along all facades to distinguish individual dwellings while remaining stylistically consistent within the entire development. 6.4. Building Elements 6.4.1. Building Materials - General • Building walls: brick, stucco, clad wood, wood shingle, wood clapboard, wood board and batten, and fiber cement siding. • Vinyl siding shall be limited in its use. No more than 40% of the building facade area in this Land Bay may utilize vinyl siding. All other areas shall utilize materials allowed above and below. • Exposed Foundation Walls: Brick or brick facing, or stucco finished poured concrete or concrete block. • Materials shall transition and terminate appropriately. If a material transition is desired, such transition shall occur at interior corners, not outside corners. Materials shall be utilized to express component massing and shall not be treated as surface decoration. No more than two wall materials may occur on any individual building. • Chimneys: brick, stucco, or tabby (coastal concrete) • Arcades and colonnades: brick, stucco, wood, poly-stone, fiberglass • Porches, columns: painted wood, cellular pvc, painted metal, poly-stone, fiberglass • Posts, spindles, balusters: pained wood, cellular pvc, painted metal, poly-stone, fiberglass • Stoops, exterior stairs: brick, wood, or steel • Decks: wood, composite lumber, or high quality synthetic wood decking • Awning and canopies: canvas-covered metal or wood structure 26 | Page 6.4.2. Roofs 6.4.2.1. Recommended Materials • Roofs: Wood shingles, galvanized or painted metal seamed, copper, lead- coated copper, slate, synthetic slate, architectural grade asphalt or fiberglass shingle • Gutters and downspouts: galvanized aluminum, painted metal, copper • Flashing: copper, lead coated copper, galvanized aluminum 6.4.2.2. Roof Shapes • Buildings shall have a varied character of traditionally shaped roofs. • Principal Roofs: Gabled, hipped, hipped gables, gabled hips or gambrel in a symmetrical fashion with a slope of 6:12 to 12:12. • Secondary Roofs: Shed with minimum slope of 2:12. • Flat Roofs: Permitted when accessible from an interior space or in the form of a special rooftop element. Flat roofs are to have parapets, balustrades or railings. • Parapets: Horizontal • Dormers: Shed, Pitched or eyebrow • Special roof-top elements: Symmetrically situated or aligned with the rhythm of structural bays and fenestration. • Roof-top mechanical enclosures: Concealed from view by sloped roofs of the character described above. 6.4.3. Fenestration 6.4.3.1. Recommended Materials • Windows: wood, painted metal, vinyl, metal clad wood • Bay windows: wood, metal clad wood, painted metal, with metal tops • Doors: painted wood, metal clad wood, painted metal, fiberglass resin • Garage doors: painted wood, metal with incorporated glazing, clad wood • Shutters: wood, fiberglass resin • Security doors and grilles: metal 6.4.3.2. Configuration • Windows: Rectangular with a minimum proportion of 1.5 vertical to 1 horizontal. • Bay windows: rectangular or chamfered. • Doors: rectangular with rectangular transoms, if used. Glazing within doors shall be consistent with window glazing. 27 | Page • Garage doors: 16’ max. in width, articulated to appear as multiple doors where possible. • Shutters: Operable or given the convincing appearance of being operable and sized to fully cover the opening. • Security doors and grilles: metal 6.5. Landscape and Open Space Standards 6.5.1. General Requirements Landscaped open spaces and Pedestrian Ways shall have emphasis placed on their edges either with buildings or plantings to create outdoor rooms. Public open spaces (parks, squares and greens) are to be bordered by streets, alleys or building walls along at least 50% of their perimeter. 6.5.2. Open Spaces and Pedestrian Ways Pedestrian ways are to be planted with trees spaced a maximum of 40’ o.c. Shade/Canopy type trees are the preferred tree type for all formal open spaces; ornamental trees may be used to emphasize special open spaces and pedestrian ways. In all cases, species and planting sizes are to be selected to be in keeping with the scale of the space in which they will reside. Street-lights in pedestrian ways shall be spaced so-as not to conflict with tree plantings and be of a pedestrian scale and design, a maximum of 16' in height. 6.5.3. Parking Areas Fencing and landscape screening is to be utilized to effectively screen parking areas from adjacent properties and public right-of-ways. Lighting in parking areas shall be of a pedestrian scale and provide a reasonable degree of lighting directed onto vehicles and entrance pathways. Water Quality Impact Assessment for Brewer’s Station Isle of Wight, Virginia July 12, 2013 Prepared for: Francis P Norsworthy, Jr. 221 McLaws Circle Williamsburg, Virginia 23185 KHA Project No. 116105004 © Kimley‐Horn and Associates, Inc. July 2013 TABLE OF CONTENTS Report: Preface 1 Purpose 1 Existing Site Conditions Location 1 Topography and Surface Water Hydrology 1 Site Location Map, Exhibit 1 2 Soils Designation 3-4 Soils Map, Exhibit 2 5 Proposed Site Conditions Proposed Development 6 Buffer Encroachment 6 Designation of Wetlands 6 Wastewater Element 6 Landscape Element/ Environmental Element 6 Water Quality Measures Pollutant Load 6-7 Proposed Mitigation 7 Stormwater Management 7 Technical Design Objectives 8-9 Erosion and Temporary Sediment 9-12 Control Measures Pond Maintenance 13 Regulatory Agency Requirements 13 Conclusion 14 Appendices: Impervious Area / CBPA Calculations Appendix A Water Quality Volume Calculations Appendix B ICPR Routing and Hydrology Calculations Appendix C Master Stormwater Plan Appendix D Brewer’s Station Mixed-Use Development 1 of 14 July 2013 KHA Project No. 116105004 Water Quality Impact Assessment For Brewer’s Station Preface: The purpose of this submittal is to prepare the water quality calculations for review by the Chesapeake Bay Local Assistance Department (CBLAD) and by Isle of Wight County for approval of the proposed Brewer’s Station Mixed-Use Development on the Norsworthy property along Brewers Neck Boulevard. The proposed plan for the approximately 70 acre development consists of various residential and commercial/retail uses. Five wet ponds and one dry pond will also be included within the development. The ponds will be used to satisfy the applicable water quantity and water quality requirements and will also provide an aesthetic value to the overall development. Purpose: The purpose of this report is to identify the impacts of the proposed development on water quality and to ensure that where development takes place adjacent to RPA areas it will be the least disruptive to the natural functions of the RPA. This report will also specify measures to address water quality protection. Existing Site Conditions: The existing topography, soils, and hydrology of the Brewer’s Station Mixed-Use Development were evaluated using published information, maps, aerial photography, and site visits. Location The Norsworthy parcel is approximately 69.4 acres and is located on both sides of Brewers Neck Road (State Route 32, U.S. Route 258), west of State Route 711. Residential property borders the site to the south, north and west. The site location map is included as Exhibit 1. Topography & Surface Water Hydrology The property consists of old farmland and woods. Currently, the site is draining by sheet flow into a small finger of Brewer’s Creek that flows downstream in a southerly direction and becomes Chuckatuck Creek and eventually outfalls into the James River. The delineated wetlands run through the middle of the site and are connected under Brewer’s Neck Road through a culvert. The existing topography consists of elevations ranging from less than 5’ up to 25’. Resource Protection Areas (RPAs) exist along wetlands adjacent to Brewer’s Creek and, consequently, a 100-foot buffer will be provided along the wetlands. Norsworthy Mixed-Use Development Isle of Wight County, Virginia Data Source: USA Topo Maps, Copyright 2011 National Geographic Society, i-cubed Water Quality Impact Assessment Exhibit 1: Site Location Map1 inch = 2,000 feet Scale: Brewer’s Station Mixed-Use Development 3 of 14 July 2013 KHA Project No. 116105004 Soils Designation The predominant soil types and geology were determined by using the Soil Survey of Isle of Wight County, Virginia as prepared by the Natural Resources Conservation Service. The soil survey can be found at http://soildatamart.nrcs.usda.gov. Descriptions of the predominant soil types are summarized below and a Soils map is included as Exhibit 2. Soil Type 5A: Emporia fine sandy loam, 0 to 2 percent slopes The Emporia series consists of very deep, well drained soils of the upper coastal plain. They formed in loamy and clayey sediments. Typically, these soils have a pale brown loamy fine sand and fine sandy loam surface layer 15 inches thick. The subsoil from 15 to 57 inches is mottled yellowish-brown sandy clay loam and clay loam. The substratum from 57 to 70 inches is a mottled sandy clay loam. Slopes range from 0 to 50 percent. Soil Type 7: Kinston loam The Kinston series consists of poorly drained, nearly level soils on floodplains in the coastal plain. In a representative profile, the surface layer is dark gray loam about 5 inches thick. The subsoil extends to 60 inches. It is gray loam in the upper part; gray clay loam in middle part; and gray clay loam in the lower part. The underlying layer to 72 inches is gray, gravelly loamy sand. Slopes range from 0 to 2 percent. Soil Type 10: Nawney loam The Nawney series consists of deep, very poorly drained soils on coastal plain floodplains. They formed in loamy fluvial and marine sediments. Typically, these soils have a dark gray silt loam surface layer 5 inches thick. The substratum from 5 to 43 inches is gray loam and from 43 to 60 inches is gray loamy sand. Slopes range from 0 to 2 percent. Soil Type 12A: Peawick silt loam, 0 to 2 percent slopes Soils of the Peawick series consist of very deep, moderately well drained soils on stream terraces. They formed in clayey fluvial sediments on the coastal plain. Typically, the surface layer is yellowish brown loam 4 inches thick. The subsoil is strong brown and yellowish brown clay from 4 to 17 inches. Below this is yellowish brown clay with gray and red mottles to 65 inches. Slopes range from 0 to 15 percent. Soil Type 17B3: Slagle sandy loam, 2 to 6 percent slopes, severely eroded Soils of the Slagle series are very deep and moderately well drained. They are on coastal plain uplands and formed in loamy fluvial sediments. Typically, these soils have a pale brown fine sandy loam surface 9 inches thick. The subsoil to 20 inches is yellowish brown loam and clay loam. The lower subsoil, to 30 inches, is yellowish brown clay loam mottled light gray and yellowish red. From 30 to 55 inches, it is mottled sandy clay loam. The substratum, from 55 to 66 inches, is mottled yellowish brown and light gray sandy clay loam. Slopes range from 0 to 6 percent. Soil Type 18A: Slagle fine sandy loam, 0 to 2 percent slopes Soils of the Slagle series are very deep and moderately well drained. They are on coastal plain uplands and formed in loamy fluvial sediments. Typically, these soils have a pale brown fine sandy loam surface 9 inches thick. The subsoil to 20 inches is yellowish brown loam and clay loam. The lower subsoil, to 30 inches, is yellowish brown clay loam mottled light gray and yellowish red. From 30 to 55 inches it is mottled sandy clay loam. The substratum, from 55 to 66 inches, is mottled yellowish brown and light gray sandy clay loam. Slopes range from 0 to 6 percent. Brewer’s Station Mixed-Use Development 4 of 14 July 2013 KHA Project No. 116105004 Soil Type 18B: Slagle fine sandy loam, 2 to 6 percent slopes Soils of the Slagle series are very deep and moderately well drained. They are on coastal plain uplands and formed in loamy fluvial sediments. Typically, these soils have a pale brown fine sandy loam surface 9 inches thick. The subsoil to 20 inches is yellowish brown loam and clay loam. The lower subsoil, to 30 inches, is yellowish brown clay loam mottled light gray and yellowish red. From 30 to 55 inches it is mottled sandy clay loam. The substratum, from 55 to 66 inches, is mottled yellowish brown and light gray sandy clay loam. Slopes range from 0 to 6 percent. Soil Type 23: Yemassee fine sandy loam The Yemassee series consists of somewhat poorly drained, nearly level soils on the lower coastal plain. In a representative profile, the surface layer is black loamy fine sand 7 inches thick. The subsurface layer is pale brown loamy fine sand 5 inches thick. The subsoil, to a depth of 75 inches, is pale brown sandy clay loam over mottled gray sandy clay loam and sandy loam. The underlying material is mottled light gray sand to a depth of 90 inches. Slopes range from 0 to 2 percent. Norsworthy Mixed-Use Development Isle of Wight County, Virginia ¯ Data Source: USA Topo Maps, Copyright 2011 National Geographic Society, i-cubed Water Quality Impact Assessment Exhibit 2: Soils Map1 inch = 1,000 feet Scale: 18A 12A 18B 10 17B3 5A 9 7 23 18A 18A 18A Brewer’s Station Mixed-Use Development 6 of 14 July 2013 KHA Project No. 116105004 Proposed Site Conditions: Proposed Development The proposed development plan anticipates a mixture of urban residential and commercial/retail development. The development is divided into 4 “Land Bays” that separate the residential from the commercial areas. Three Land Bays (I , II and IV) will be residential and one Land Bay will be commercial (III). Six ponds will collect and treat stormwater runoff from the four Land Bays with proposed development. The site will be graded to minimize the need for offsite material and to minimize the amount of material required to be hauled off of the site. Buffer Area Encroachments There will be no encroachments into the 100-ft RPA buffer other than what will be required to provide an acceptable outfall from the stormwater management facilities. The development of each land bay will not impact any wetlands. The only wetlands expected to be impacted are those associated with the extension of the culvert under Brewers Neck Blvd. The culvert extension is necessary to provide a public water and sanitary sewer system to the development. Wastewater Element No drainfields or wastewater irrigation areas are proposed and no impacts to environmentally sensitive areas are anticipated as a result of the proposed on site sanitary sewer system that will discharge into an existing HRSD force main in Brewers Neck Road. Landscape Element and Environmental Element Currently, the majority of the site consists of cultivated fields or woodlands. The forested areas consist of heavy tree cover. Although clearing is unavoidable, efforts will be made to minimize clearing of trees within the open space and recreational and residential sections of the development. The majority of the clearing will be associated with the construction of buildings, roads, and utilities. The wetlands and RPA buffer areas will be conserved and remain in their existing condition. Clearing limits will be provided with final construction plans and submitted to Isle of Wight County for engineering plan review. No impacts are anticipated to shellfish beds, submerged aquatic vegetation, and fish spawning areas. Water Quality Measures: Pollutant Load The majority of the proposed impervious areas will be in the form of homes, driveways, sidewalks, buildings, parking lots, and streets. The total impervious area for this development is approximately 22.4 acres, which equates to a 36% impervious site. Consequently, the post development phosphorus loading rate is 53.32 lbs/yr. Isle of Wight County utilizes the Virginia Chesapeake Bay watershed default value which establishes a baseline pre-development impervious Brewer’s Station Mixed-Use Development 7 of 14 July 2013 KHA Project No. 116105004 cover of 16% and, therefore, a predevelopment phosphorus loading rate of approximately 27.34 lbs/yr. Mitigation is required for the difference between the post development phosphorus loading and the predevelopment loading. In this case, water quality mitigation measures are required to remove 25.98 lbs/yr (53.32 –27.34 lbs/yr = 25.98 lbs/yr). Calculations were based on the Chesapeake Bay Simple Method Calculation Procedure as outlined in the Chesapeake Bay Local Assistance Manual (CBLAD, 1990). The impervious area calculations and CBPA worksheets are presented as Appendix A. Proposed Mitigation Each Land Bay in the development has at least one BMP to collect and treat the stormwater runoff. The development plan calls for two Type III Retention Basin (permanent pool with an aquatic bench, BMPs 1 and 5), three Type II Retention Basins (permanent pool with four times water quality volume, BMPs 2,3 and 6) and one Extended Detention Basin (two times water quality volume, BMP 7). Please note that BMP 4 is not used. All 6 basins have the required permanent pool volume to meet the water quality requirements as defined in the CBPA calculations. These calculations show that the removal requirement is 25.98 lbs/yr and that the proposed development plan is anticipated to remove 27.52 lbs/yr which satisfies the water quality requirements. The water quality volume calculations are presented as Appendix B. Stormwater Management The proposed plan for the approximately 70 acre Norsworthy development consists of various residential and commercial/retail uses. The six proposed BMPs will provide an excess of water quality volume to satisfy CBPA requirements. The ponds will also provide the stormwater runoff retention volume necessary to attenuate the 2-year and 10-year storm events to less than pre-development levels and well within the downstream channel capacity. All six ponds will outfall to the existing channel that flows through the site in order to maintain current drainage patterns. A preliminary storm water routing model, using conservative drainage areas, was simulated using “Advanced Interconnected Channel and Pond Routing (ICPR Version 3.10)” software. The results of the stormwater routing are provided in Appendix C. The 2-year, 10-year and 100-year 24- hour storm events were routed through the ponds. It is anticipated that the ponds will have pipe outfalls with riser structures that dictate the normal water surface. A majority of the runoff from the development will be captured in the stormwater ponds with the remainder following existing, natural drainage patterns. The areas that direct discharge consist mostly of wooded open space and recreational areas. The proposed BMP locations and outfall pipe sizes are illustrated on The Master Stormwater Plan, Appendix D. Also shown on the Master Stormwater Plan are the anticipated drainage areas associated with each of the ponds. Please note that the conceptual drainage lines shown in Appendix D, The Master Stormwater Plan, represent an approximation of the future conditions. Given the nature of conceptual land plans, it is understood that the drainage areas will change as the site is developed and detailed engineering design takes place. Brewer’s Station Mixed-Use Development 8 of 14 July 2013 KHA Project No. 116105004 ROUTING ASSUMPTIONS: 1. Based on the existing topography and estimated road and lot grades, it is assumed that approximately 38 acres-including residential lots, commercial lots, retail lots, out parcels, recreational areas, roads and open space, will be able to drain to the stormwater ponds. 2. Runoff was generated in the model using the SCS (Soil Conservation Service) unit hydrograph method with a peaking factor of 484 and a SCS Type II Distribution. 3. Total rainfall quantities of 3.59”, 5.53” and 9.20” were used for the 2, 10 and 100 year storms, respectively. These values were taken from Appendix 11C3 of the VDOT Drainage Manual. 4. Storage volumes within the ponds were computed by ICPR using surface areas corresponding to pond stages. 5. Entrance, exit, and bend loss coefficients were entered in the model for the pipes and inlets based on VDOT and FHWA criteria. 6. Concrete pipe materials were assumed for all proposed pipes in this analysis, with a Manning’s roughness coefficient of 0.013. 7. Simulations were carried out for 48 hours to show the drawdown on the pond systems following the storm events. 8. Our analysis extended to the downstream end of Brewer’s Creek where it meets the Norsworthy property line. 9. Since the outfall/boundary node is not subject to downstream tailwater influences, the following tailwater conditions were assumed on the downstream end of the system: Time(hr) TW Elevation(ft) 0 4.4 12 4.4 13 4.4 24 4.4 48 4.4 Technical Design Objectives The following technical design objectives are established for the development of drainage systems and stormwater BMPs. They are based on the rules and regulations of the appropriate reviewing agencies and sound engineering judgment. Locate storm drainage outfalls to minimize impacts to wetlands and wetland buffers as practicable. Place rip-rap aprons at the end of storm pipe outfalls to decrease storm run-off velocities. Brewer’s Station Mixed-Use Development 9 of 14 July 2013 KHA Project No. 116105004 All development increases stormwater runoff; therefore, stormwater management facilities such as ponds are constructed to prevent flooding and remove pollutants - especially phosphorous. Phosphorous removal efficiencies are dependent on the different types of BMP designs. Wet ponds provide one of the highest phosphorous removal rates. They have a large, deep permanent pool that causes suspended pollutants to settle out of the water column to the pond bottom. The permanent pool also acts as a barrier to re-suspension of deposited materials, thus improving the performance of the BMP. The degree of pollutant removal achieved by a wet pond is usually a function of the size and design of the permanent pool. Erosion and Temporary Sediment Control Measures: For implementation during construction All erosion and sediment control practices shall be constructed and maintained in accordance with the minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Laws and Regulations and the Virginia Erosion and Sediment Control Handbook. The following erosion control measures shall be incorporated into the design for this project and shall apply to all construction activities within the project limits: 1. Erosion and sediment control measures will be specified for use during construction which will control impacts on site and on the receiving waters during construction. 2. Erosion control measures shall be designed and constructed at the downstream ends of culverts to protect against erosive velocities in the runoff. 3. a. Temporary construction entrance(s) shall be provided at the location(s) shown on the plans. Entrance(s) shall be constructed in accordance with the Virginia Erosion and Sediment Control Handbook (Std. & Spec. 3.02). b. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment onto the paved surface. Where sediment is transported onto a paved public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. c. Construction traffic shall be limited to access roads. All traffic is prohibited from crossing drainage swales and streams except where absolutely necessary (Std. & Spec. 3.24 VE&SC Handbook). 4. Temporary sediment traps, sediment barriers, construction entrances, and erosion control stone are to be placed prior to clearing and grubbing and prior to the first phase of construction, as practicable. 5. All permanent storm water management facilities (including erosion control measures) are to be Brewer’s Station Mixed-Use Development 10 of 14 July 2013 KHA Project No. 116105004 installed and made operational at the start of clearing operations, including approved sediment basins. 6. The contractor shall complete construction of the applicable drainage facilities prior to rough grading upstream of said BMP. 7. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 8. Areas which are not to be disturbed will be clearly marked by fencing, flags, etc. 9. a. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than fourteen (14) days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one (1) year. SEEDING SCHEDULE TEMPORARY Seeding Rates Seeding Dates Lime and Fertilizer Seeding procedure Mulching Maintenance Rye- 3 BU/AC or Wheat – 2 BU/AC or Rye- 20-30 lbs/AC Spring Oats- 3BU/ AC or Spring Oats- (1.5 BU/AC or Millet- 30-40 lbs/AC or Sorghum Cross- 30-40 lbs/ AC Aug 1- Dec 15 Feb 1- May 1 Lime 1 ton agricultural limestone or equivalent per acre. Fertilizer: 1000lbs 10-10-10 or equivalent per acre Broadcast or drill seed uniformly and cover to a depth of ¼” to approx. 2 inch (depending on seed mixture). Except where a grain drill is used, seed should be covered and the seedbed formed by the use of corrugated agricultural coltipacker. Seeding implements should be used at right angles to the general slope to minimize erosion 1.5 to 2 tons small grain straw per acre immediatel y after seeding SEMI PERMANENT AND PERMANENT Seeding Rates Seeding Dates Lime and Fertilizer Seeding procedure Mulching Maintenance (RATE PER ACRE WITHOUT TURF REQUIREMENT) 40-70 LBS Tall fescue (KY-31) 2 lbs Ladino 8 lbs Red clover or 20-40 lbs Tall fescue (KY-31) 25 lbs Sercea Lepeaeza for spring seeding Fall dates: Aug 1- Nov. 1 Spring dates: Feb 1- May 15 Lime 2 tons ground limestone or equivalent per acre Fertilizer 1000 lbs 10-20-10 or Seeding may be a hydroseeder or conventional methods. With conventional seeding a cultipacker should be used before and 1 to 2 tons straw per acre or 1000 lbs wood fibers per acre or 43,560 sf Jute mat per acre or Irrigate, repair replace and reseed as necessary to firmly establish healthy grass Brewer’s Station Mixed-Use Development 11 of 14 July 2013 KHA Project No. 116105004 equivalent per acre after seeding. This is accomplished with a seeder-cultipacker combination. Prepare ground and grade to permit use of conventional equipment for liming fertilizing cultivating and seeding Mulch immediately after seeding is complete. Apply at a uniform rate completely covering 50% to 75% of seeded area. (RATE PER 1000 SF WITH TURF REQUIREMENT) 8-10 LBS Tall fescue (KY-31) 2 lbs Common Bermuda (hulled seed) 7 lbs common bermuda (unhulled seed) Tufcote (Bermuda) U-3 (Bermuda) Sod plugs on 1’ centers sprigs 7 BU broadcast Zoysia (meyers & emerald) Sod plugs on 1’ centers Sprigs 7 BU broadcast Feb. - Mar. Sept. - Oct. Spring Fall Mar.- April Mar.- July Mar. - April Top soiling is required for semi permanent and permanent seeding if: 1. Existing soil contains less than 25% fine grained materials (silt and clay). 2. Existing soil perasity prevents adequate root penetration. 3. Existing soil contains concentrations of toxic elements. Composition of topsoil 1. 35% minimum of fine grained materials. 2. 1.5% minimum of organic materials. Topsoil shall be placed at four (4) inch depth b. During construction of the project, soil stockpiles shall be stabilized or protected with double row silt fence. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. c. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to survive, and will inhibit erosion. (Hydroseeding may be used in place of mulching.) Stabilization measures shall be applied to earthen structures such as dams, diversions, and ditch or watercourse beds and banks immediately after installation (Std. & Spec. 3.36 VE&SC Handbook.) 10. a. All storm sewer inlets that are to be used for drainage during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. b. Before newly constructed conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. Brewer’s Station Mixed-Use Development 12 of 14 July 2013 KHA Project No. 116105004 11. a. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one (1) year of permanent stabilization shall be provided with additional slope stabilization measures until the problem is corrected. b. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 12. Periodic inspections and required maintenance must be provided, especially after each significant storm. The project superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. 13. The plan approving authority must be notified one (1) week prior to the preconstruction conference, one (1) week prior to the commencement of any land disturbing activity, and one (1) week prior to the final inspection. 14. All temporary erosion and sediment control measures shall be disposed of within thirty (30) days after final site stabilization is achieved and in conjunction with a final E&S inspection from Isle of Wight County. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 15. Maintenance: In general, all erosion and sediment control measures shall be checked during construction after each rainfall or weekly, whichever is most frequent, and should be cleaned and repaired according to the following schedule: a. The sediment traps will be checked regularly for sediment cleanout. b. The sediment basins will be cleaned out when the level of sediment buildup reaches the cleanout point indicated on the riser pipe. c. Erosion and sediment control measures will be checked regularly for undermining or deterioration and buildup or clogging with sediment. Corrective action will be taken immediately. d. All seeded areas will be checked regularly to see that a good stand is maintained. Areas should be fertilized and re-seeded as necessary. e. All temporary erosion and sediment control measures shall be disposed of within thirty (30) days after final site stabilization is achieved and in conjunction with a final E&S inspection from Isle of Wight County. Brewer’s Station Mixed-Use Development 13 of 14 July 2013 KHA Project No. 116105004 Pond Maintenance: Annual inspection to check the following: a. Vegetation Cover b. Debris and litter removal c. Check algae growth d. Erosion and bank stabilization e. Sediment build-up f. Check inlet and outlet pipes for clogging Regulatory Agency Requirements: There will be a number of regulatory agencies which will be involved in the review and approval of the development plans for this site. Isle of Wight County Isle of Wight County will review the master plan, subdivision plats, and the final construction plans for the site. Reviews are expected from several departments including but not limited to the Planning, Engineering and Utilities departments. The number of reviewing bodies within the County will be based on the development plans and the review process in place at the time of plan submittal. Virginia Department of Transportation VDOT has jurisdiction over any work to be performed in the existing and proposed VDOT right of way. This work may include construction of an entrance, acceleration or deceleration lanes, turn lanes, ditch regrading, water and sewer connections, and signage, as well as subdivision streets and drainage. The exact permitting requirements will be determined during the design phase of the project. US Army Corps of Engineers and Virginia Department of Environmental Quality The US Army Corps of Engineers and the Virginia Department of Environmental Quality (DEQ) exercise jurisdiction over wetlands and work in and adjacent to wetland areas. Any wetland impacts will require permitting from US Army Corps of Engineers and VDEQ. Brewer’s Station Mixed-Use Development 14 of 14 July 2013 KHA Project No. 116105004 Conclusion: The Brewer’s Station development will be constructed in a manner that is not disruptive to the natural functions of the Resource Protection Area surrounding the headwaters of Brewer’s Creek. Approximately 27 acres, or 38% of the site, is proposed to remain undisturbed. The proposed development will generate an impervious cover of approximately 36% for the project area. According to CBPA calculations, the allowable baseline phosphorous load is 27.34 pounds per year, and the post- development phosphorous loading is 53.32 pounds per year. The associated removal requirement is 25.98 pounds per year. A combination of Type II and III Retention Basins and an Extended Detention Basin have been selected to treat the site. The proposed development plan will remove approximately 27.52 pounds of phosphorous pollutants, which exceeds the required removal rate. Erosion and Sediment Control plans and a stormwater pollution prevention plan will be developed in accordance with the standard requirements and submitted with construction plans to the appropriate review agency. Wastewater will be collected in a public system and discharged into the HRSD system through a new pump station and force main. Based on the water quality and erosion control measures specified in this report and implementation by the developer during construction, the Brewer’s Station development demonstrates that it will not have detrimental impacts on water quality. Furthermore, the proposed mixed use development would keep over one-third of the property in its natural condition. APPENDICES APPENDIX A – IMPERVIOUS AREA / CBPA CALCS. APPENDIX B – WATER QUALITY VOLUME CALCS. APPENDIX C – ICPR ROUTING AND HYDROLOGY CALCS APPENDIX D – MASTER STORMWATER MAP APPENDIX A IMPERVIOUS AREA/CBPA CALCULATIONS Pr o j e c t N a m e : No r s w o r t h y M i x e d - U s e D e v e l o p m e n t KH A P r o j e c t N o . : Da t e : El e c t r o n i c F i l e : K: \ V A B _ C i v i l \ 1 1 6 1 0 5 0 0 4 - N o r s w o r t h y R e z o n i n g \ E n g i n e e r i n g \ D r a i n a g e \ [ I m p e r v i o u s A r e a C a l c s - t m _ D e c 2 0 1 2 . La n d B a y Dr a i n a g e Ar e a % Im p e r v i o u s To t a l Im p e r v i o u s Ar e a ac . a c . La n d B a y I Si n g l e F a m i l y L o t s ( B M P 1 ) 8 . 1 6 6 8 % 5. 5 4 La n d B a y I I Ap a r t m e n t s ( B M P 2 ) 7 . 0 3 5 4 % 3. 8 2 Ap a r t m e n t s ( B M P 3 ) 6 . 9 2 5 4 % 3. 7 6 La n d B a y I I I Co m m e r c i a l ( B M P 5 ) 6 . 0 0 6 4 % 3. 8 2 Co m m e r c i a l ( B M P 6 ) 5 . 3 4 6 4 % 3. 4 0 La n d B a y I V Ap a r t m e n t s ( B M P 7 ) 3. 5 9 5 7 % 2. 0 4 To t a l T r e a t m e n t A r e a 3 7 . 0 4 6 0 % 2 2 . 3 6 To t a l S i t e A r e a 6 9 . 3 8 a c We t l a n d s A r e a 7 . 5 6 a c To t a l A r e a L e s s W e t l a n d s 6 1 . 8 2 11 6 0 1 5 0 0 4 7/ 1 2 / 2 0 1 3 STEP 1 Determine the applicable area (A) and the post-developed impervious cover (Ipost). Applicable area (A)*=61.82acres 69.38AC 7.56AC Post-development impervious cover:61.82AC structures=8.44acres parking lot=10.19acres sidewalks=3.92acres other: =acres =acres Total=22.55acres Ipost = (total post-development impervious cover ÷ A) × 100 =36% *The area subject to the criteria may vary from locality to locality. Therefore, consult the locality for proper determination of this value. STEP 2 Determine the average land cover condition (Iwatershed) or the existing impervious cover (Iexisting). Average land cover condition (Iwatershed): If the locality has determined land cover conditions for individual watersheds within its jurisdiction, use the watershed specific value determined by the locality as Iwatershed. Iwatershed =16% Otherwise, use the Chesapeake Bay default value: Iwatershed =16% PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 1 Page 1 of 3 5D-5 Total Area (TA) = Wetlands (W) = TA-W= Existing impervious cover (Iexisting): Determine the existing impervious cover of the development site if present. Existing impervious cover: structures=acres parking lot=acres roadway=acres other: =acres =acres Total=0acres Iexisting = (total existing impervious cover ÷ A*) × 100 =0% *The area should be the same as used in STEP 1. STEP 3 Determine the appropriate development situation. The site information determined in STEP 1 and STEP 2 provide enough information to determine the appropriate development situation under which the performance criteria will apply. Check () the appropriate development situation as follows: Situation 1:This consists of land development where the existing percent impervious cover (Iexisting) is less than or equal to the average land cover condition (Iwatershed) and the proposed improvements will create a total percent impervious cover (Ipost) which is less than or equal to the average land cover condition (Iwatershed). Ipost 36%≤Iwatershed 16% Page 2 of 3 5D-6 PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 1 Situation 2:This consists of land development where the existing percent impervious cover (Iexisting) is less than or equal to the average land cover condition (Iwatershed) and the proposed improvements will create a total percent impervious cover (Ipost) which is greater than the average land cover condition (Iwatershed). Iexisting 0%≤Iwatershed 16%; and Ipost 36%>Iwatershed 16% Situation 3:This consists of land development where the existing percent impervious cover (Iexisting) is greater than the average land cover condition (Iwatershed). Iexisting 0%>Iwatershed 16% Situation 4:This consists of land development where the existing percent impervious cover (Iexisting) is served by an existing stormwater management BMP(s) that addresses water quality. If the proposed development meets the criteria for development Situation 1, than the low density development is considered to be the BMP and no pollutant removal is required. The calculation procedure for Situation 1 stops here. If the proposed development meets the criteria for development Situations 2, 3, or, 4, then proceed to STEP 4 on the appropriate worksheet. PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 1 Page 3 of 3 5D-7 Summary of Situation 2 criteria: from calculation procedure STEP 1 thru STEP 3, Worksheet 1: Applicable area (A)* = 61.82acres Ipost = (total post-development impervious cover ÷ A) × 100 =36% Iwatershed =16% or Iwatershed =16% Iexisting = (total existing impervious cover ÷ A*) × 100 =0% Iexisting 0%≤Iwatershed 16%; and Ipost 36%>Iwatershed 16% STEP 4 Determine the relative pre-development pollutant load (Lpre). Lpre(watershed) = [0.05 + (0.009 × Iwatershed)] × A × 2.28 (Equation 5-16) where: Lpre(watershed) = relative pre-development total phosphorous load (pounds per year) Iwatershed = average land cover condition for specific watershed or locality or the Chesapeake Bay default value of 16% (percent expressed in whole numbers) A = applicable area (acres) Lpre(watershed) = [0.05 + (0.009 × 16)] ×61.82× 2.28 =27.34pounds per year PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 2 : Situation 2 Page 1 of 4 5D-9 STEP 5 Determine the relative post-development pollutant load (Lpost). Lpost = [0.05 + (0.009 × Ipost)] × A × 2.28 (Equation 5-21) where:Lpost =relative post-development total phosphorous load (pounds per year) Ipost =post-development percent impervious cover (percent expressed in whole numbers) A = applicable area (acres) Lpost = [0.05 + (0.009 × 36)] ×61.82× 2.28 =53.32pounds per year STEP 6 Determine the relative pollutant removal requirement (RR). RR =Lpost - Lpre(watershed) RR =53.32-27.34 =25.98pounds per year STEP 7 Identify best management practice (BMP) for the site. 1. Determine the required pollutant removal efficiency for the site: EFF = (RR ÷ Lpost) × 100 (Equation 5-22) where:EFF =required pollutant removal efficiency (percent expressed in whole numbers) RR =pollutant removal requirement (pounds per year) Lpost =relative post-development total phosphorous load (pounds per year) EFF = (25.98÷53.32) × 100 =49% Page 2 of 4 5D-10 PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 2 : Situation 2 2. Select BMP(s) from Table 5-15 and locate on the site: BMP 1: BMP 2: BMP 3: BMP 5: BMP 6: BMP 7: 3. Determine the pollutant load entering the proposed BMP(s): LBMP = [0.05 + (0.009 × IBMP)] × A × 2.28 (Equation 5-23) where:LBMP =relative post-development total phosphorous load entering proposed BMP (pounds per year) IBMP =post-development percent impervious cover of BMP drainage area (percent expressed in whole numbers) A = drainage area of proposed BMP (acres) LBMP1 = [0.05 + (0.009 × 68)] ×8.16× 2.28 =12.32pounds per year LBMP2 = [0.05 + (0.009 × 54)] ×7.03× 2.28 =8.59pounds per year LBMP3= [0.05 + (0.009 × 54)] ×6.92× 2.28 =8.46pounds per year LBMP5 = [0.05 + (0.009 × 64)] ×6.00× 2.28 =8.56pounds per year LBMP6 = [0.05 + (0.009 × 64)] ×5.34× 2.28 =7.62pounds per year LBMP7 = [0.05 + (0.009 × 57)] ×3.59× 2.28 =4.61pounds per year Type II Retention Basin Type II Retention Basin Type III Retention Basin Type II Retention Basin 5D-11 PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D Worksheet 2 : Situation 2 Page 3 of 4 Type III Retention Basin Extended Detention Basin 4. Calculate the pollutant load removed by the proposed BMP(s): Lremoved = EffBMP × LBMP (Equation 5-24) where:Lremoved =Post-development pollutant load removed by proposed BMP (pounds per year) EffBMP =pollutant removal efficiency of BMP (expressed in decimal form) LBMP =relative post-development total phosphorous load entering proposed BMP (pounds per year) =0.65×12.32=8.01pounds per year =0.50×8.59=4.30pounds per year =0.50×8.46=4.23pounds per year =0.65×8.56=5.57pounds per year =0.50×7.62=3.81pounds per year =0.35×4.61=1.61pounds per year 5. Calculate the total pollutant load removed by the BMP(s): Lremoved/total = Lremoved/BMP1 + Lremoved/BMP2 + Lremoved/BMP3 + …(Equation 5-25) where:total pollutant load removed by proposed BMPs pollutant load removed by proposed BMP No. 1 pollutant load removed by proposed BMP No. 2 pollutant load removed by proposed BMP No. 3 Lremoved/total =8.01+4.30+4.23 + 1.61+5.57+3.81 + =27.52pounds per year 6. Verify compliance: Lremoved/total ≥ RR 27.52 ≥25.98 PASS Lremoved/BMP3 = 5D-12 Lremoved/BMP5 Lremoved/BMP6 Lremoved/BMP7 Lremoved/total = Lremoved/BMP1 = Lremoved/BMP2 = Worksheet 2 : Situation 2 Page 4 of 4 Lremoved/BMP1 Lremoved/BMP2 Lremoved/BMP3 PERFORMANCE-BASED WATER QUALITY CALCULATIONS APPENDIX 5D APPENDIX B WATER QUALITY VOLUME CALCULATIONS Project Name:Norsworthy - Lake 1 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012 Lake 1 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) 105,471 0.1260.0000.000 116,446 0.1480.0000.000 127,477 0.1720.0000.000 138,565 0.1970.0000.000 149,710 0.2230.2100.210 1510,911 0.2500.2370.446 1612,168 0.2790.2650.711 1713,483 0.3100.2941.006 17.514,161 0.3250.1591.164 NWSE 1816,524 0.3790.176 1.341 5.55 0.230.925 18.519,045 0.4370.2041.369 1919,831 0.4550.2231.564 2021,447 0.4920.4742.037 2123,119 0.5310.5122.549 2224,848 0.5700.5513.100 TOB 2326,634 0.6110.5913.691 WQV =(Impervious Area ft^2)*(0.5in/12)1.3410.925 Impervious Area =61% * Drainage Area The total water surface volume is Greater Than =5.55AC four times the water quality volume. Impervious Area (Ac) WQV (Ac-ft) 4*WQV (Ac-ft) is Greater Than Therefore 65% removal is achieved. Project Name:Norsworthy - Lake 2 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012 Lake 2 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) 102,162 0.0500.0000.000 112,902 0.0670.0580.058 123,721 0.0850.0760.134 135,369 0.1230.1040.238 146,725 0.1540.1390.377 158,142 0.1870.1710.548 NWSE 169,615 0.2210.204 0.752 3.80 0.160.633 1711,144 0.2560.2380.990 1812,730 0.2920.2741.264 1914,372 0.3300.3111.575 2016,071 0.3690.3491.925 TOB 2117,826 0.4090.3892.314 WQV =(Impervious Area ft^2)*(0.5in/12)0.750.633 Impervious Area =54% * Drainage Area The total water surface volume is Greater Than =3.80AC four times the water quality volume. Therefore 50% removal is achieved. Impervious Area (Ac) WQV (Ac-ft) 4*WQV (Ac-ft) is Greater Than Project Name:Norsworthy- Lake 3 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012 Lake 3 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) 112,835 0.0650.0000.000 123,762 0.0860.0760.076 134,784 0.1100.0980.174 145,896 0.1350.1230.296 157,087 0.1630.1490.445 NWSE 168,377 0.1920.178 0.623 3.74 0.160.623 179,793 0.2250.2090.831 1811,307 0.2600.2421.074 1912,878 0.2960.2781.351 TOB 2014,506 0.3330.3141.666 WQV =(Impervious Area ft^2)*(0.5in/12)0.6230.623 Impervious Area =54% * Drainage Area The total water surface volume is Greater Than =3.74AC four times the water quality volume. Therefore 50% removal is achieved. Impervious Area (Ac) WQV (Ac-ft) 4*WQV (Ac-ft) is Greater Than Project Name:Norsworthy - Lake 5 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012 Lake 5 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) 122,814 0.0650.0000.000 133,593 0.0820.0740.074 144,707 0.1080.0950.169 156,228 0.1430.1260.294 167,897 0.1810.1620.456 16.58,485 0.1950.0940.550 NWSE 1711,523 0.2650.115 0.665 3.84 0.160.640 17.514,719 0.3380.1510.816 1815,708 0.3610.1750.991 1917,729 0.4070.3841.374 2019,807 0.4550.4311.805 2121,941 0.5040.4792.284 TOB 2224,131 0.5540.5292.813 WQV =(Impervious Area ft^2)*(0.5in/12)0.670.640 Impervious Area =63% * Drainage Area =3.84AC The total water surface volume is Greater Than four times the water quality volume. Impervious Area (Ac) WQV (Ac-ft) 4*WQV (Ac-ft) is Greater Than Therefore 65% removal is achieved. Project Name:Norsworthy - Lake 6 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012_pond-WQV Lake 6 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) 127,460 0.1710.0000.000 138,816 0.2020.1870.187 1410,239 0.2350.2190.406 1511,720 0.2690.2520.658 NWSE 1613,266 0.3050.287 0.944 3.42 0.14 0.570 1714,849 0.3410.3231.267 1816,498 0.3790.3601.627 1918,205 0.4180.3982.025 TOB 2019,967 0.4580.4382.463 WQV =(Impervious Area ft^2)*(0.5in/12)0.940.570 Impervious Area =63% * Drainage Area =3.42AC The total water surface volume is Greater Than four times the water quality volume. Therefore 50% removal is achieved. Impervious Area (Ac) WQV (Ac-ft) 4*WQV (Ac-ft) is Greater Than Project Name:Norsworthy - Lake 7 KHA Project No.:116105004 Date:15-Oct-12 Electronic File:K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\[Oct 2012_pond-WQV.x Lake 7 Estimate of Volume Provided in Proposed BMP Average End Area Method AreaAreaIncrementalTotal Elevation(sf)(ac)Volume (Ac-ft)Volume (Ac-ft) Bottom 125,235 0.1200.0000.000 2.05 0.09 0.171 136,241 0.1430.1320.132 147,302 0.1680.1550.287 Top of Riser 14.57,800 0.1790.0870.374 158,421 0.1930.0930.467 169,596 0.2200.2070.674 TOB 1710,827 0.2490.2340.908 WQV =(Impervious Area ft^2)*(0.5in/12)0.130.17 Impervious Area =60% * Drainage Area =2.05AC 6 hour drawdown provided for 0.37 ac-ft of runoff volume; therefore, 35% removal efficiency is provided. Drawdown Time Dry Volume =0.37Ac-ft Orifice Height =4 in # of Orifices =1 Orifice Invert (ft) =13ft Top of Riser (ft) =15.5ft H (ft) =1.17 Time (hr) =7.83(V*43560/(0.6*((D/12)^2*NU)*SQRT(2*32.17*H)))/3600 Draw down time is greater than 6 hours is Less Than Impervious Area (Ac) WQV (Ac-ft) 2*WQV (Ac-ft) APPENDIX C ICPR ROUTING INFORMATION I. Node Map II. Input Report III. Node Maximum Report IV. Basin Maximum Report V. Link Maximum Report VI. Time Series Reports HYDROLOGY CALCULATIONS/SUPPORTING DOCS VII. Existing and Proposed Drainage Area Maps VIII. Pre and Post Development Curve Number (CN) Calculations IX. Pre and Post Development Time of Concentration (Tc) Calculations I. Node Map II. Input Report ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: Downstream 1 Node: Post-Downstream Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 26.00 Area(ac): 11.600 Time Shift(hrs): 0.00 Curve Number: 52.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 This node is same as Sub-area #5 from Pre-development map. ---------------------------------------------------------------------------------------------------- Name: Land Bay 3 Node: Sub-Pre-Bound Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 31.00 Area(ac): 11.660 Time Shift(hrs): 0.00 Curve Number: 64.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Land Bay 5 Node: Sub-Pre-Bound Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 25.00 Area(ac): 4.560 Time Shift(hrs): 0.00 Curve Number: 30.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: LB I Node: BMP 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 20.00 Area(ac): 11.190 Time Shift(hrs): 0.00 Curve Number: 71.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: LB II_N Node: BMP 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 15.00 Area(ac): 7.250 Time Shift(hrs): 0.00 Curve Number: 71.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: LB II_S Node: BMP 3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 15.00 Area(ac): 6.920 Time Shift(hrs): 0.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 16 Area(ac): 148.400 Time Shift(hrs): 0.00 Curve Number: 47.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Subarea 3 Node: Pre-Up_Culvert Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 37.00 Area(ac): 28.900 Time Shift(hrs): 0.00 Curve Number: 49.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Subarea 4 Node: Pre-Downstream Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 40.00 Area(ac): 11.200 Time Shift(hrs): 0.00 Curve Number: 67.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Subarea 5 Node: Pre-Downstream Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 26.00 Area(ac): 11.600 Time Shift(hrs): 0.00 Curve Number: 52.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Subarea 6 Node: Pre-Downstream Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 51.00 Area(ac): 14.200 Time Shift(hrs): 0.00 Curve Number: 67.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Upstream 1_2 Node: Post-Up_Culvert Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Rainfall Amount(in): 5.530 Time of Conc(min): 72.00 Area(ac): 143.800 Time Shift(hrs): 0.00 Curve Number: 47.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ---------------------------------------------------------------------------------------------------- Name: Upstream 3 Node: Post-Up_Culvert Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Scsii-24 Storm Duration(hrs): 24.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 16 Rainfall Amount(in): 5.530 Time of Conc(min): 37.00 Area(ac): 17.300 Time Shift(hrs): 0.00 Curve Number: 47.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes ========================================================================================================================================================================= Name: BMP 1 Base Flow(cfs): 0.000 Init Stage(ft): 18.000 Group: BASE Warn Stage(ft): 22.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 18.000 0.3790 18.500 0.4370 19.000 0.4550 20.000 0.4900 21.000 0.5300 22.000 0.5700 23.000 0.6110 ------------------------------------------------------------------------------------------ Name: BMP 2 Base Flow(cfs): 0.000 Init Stage(ft): 16.000 Group: BASE Warn Stage(ft): 20.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.000 0.2210 17.000 0.2560 18.000 0.2920 19.000 0.3300 20.000 0.3690 21.000 0.4090 ------------------------------------------------------------------------------------------ Name: BMP 3 Base Flow(cfs): 0.000 Init Stage(ft): 16.000 Group: BASE Warn Stage(ft): 19.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.000 0.1920 17.000 0.2250 18.000 0.2600 19.000 0.2960 20.000 0.3330 ------------------------------------------------------------------------------------------ Name: BMP 5 Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Group: BASE Warn Stage(ft): 21.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 17.000 0.2650 17.500 0.3380 18.000 0.3610 19.000 0.4070 20.000 0.4550 21.000 0.5040 22.000 0.5540 ------------------------------------------------------------------------------------------ Name: BMP 6 Base Flow(cfs): 0.000 Init Stage(ft): 16.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 16 Group: BASE Warn Stage(ft): 19.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 16.000 0.3050 17.000 0.3410 18.000 0.3790 19.000 0.4180 20.000 0.4580 ------------------------------------------------------------------------------------------ Name: BMP 7 Base Flow(cfs): 0.000 Init Stage(ft): 12.000 Group: BASE Warn Stage(ft): 16.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 12.000 0.1200 13.000 0.1430 14.000 0.1680 15.000 0.1930 15.500 0.2070 16.000 0.2200 17.000 0.2490 ------------------------------------------------------------------------------------------ Name: Post-Downstream Base Flow(cfs): 0.000 Init Stage(ft): 4.800 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac)--------------- --------------- ------------------------------------------------------------------------------------------ Name: Post-Dwn_Culv Base Flow(cfs): 0.000 Init Stage(ft): 5.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- ------------------------------------------------------------------------------------------ Name: Post-Up_Culvert Base Flow(cfs): 0.000 Init Stage(ft): 4.390 Group: BASE Warn Stage(ft): 15.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 4.390 0.0001 5.000 0.0100 6.000 0.5600 7.000 1.3850 8.000 2.3380 9.000 3.3590 10.000 4.3240 11.000 5.5670 ------------------------------------------------------------------------------------------ Name: Post_Boundary Base Flow(cfs): 0.000 Init Stage(ft): 4.400 Group: BASE Warn Stage(ft): 13.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 5 of 16 0.00 4.400 12.00 4.400 13.00 4.400 24.00 4.400 48.00 4.400 ------------------------------------------------------------------------------------------ Name: Pre-Downstream Base Flow(cfs): 0.000 Init Stage(ft): 4.800 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- ------------------------------------------------------------------------------------------ Name: Pre-Dwn_Culv Base Flow(cfs): 0.000 Init Stage(ft): 5.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- ------------------------------------------------------------------------------------------ Name: Pre-Up_Culvert Base Flow(cfs): 0.000 Init Stage(ft): 4.390 Group: BASE Warn Stage(ft): 15.000 Type: Stage/Area Stage(ft) Area(ac)--------------- --------------- 4.390 0.0001 5.000 0.0100 6.000 0.5600 7.000 1.3850 8.000 2.3380 9.000 3.3590 10.000 4.3240 11.000 5.5670 ------------------------------------------------------------------------------------------ Name: Pre_Boundary Base Flow(cfs): 0.000 Init Stage(ft): 4.400 Group: BASE Warn Stage(ft): 13.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 4.400 12.00 4.400 13.00 4.400 24.00 4.400 48.00 4.400 ------------------------------------------------------------------------------------------ Name: Sub-Pre-Bound Base Flow(cfs): 0.000 Init Stage(ft): 0.000 Group: BASE Warn Stage(ft): 0.000 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- ========================================================================================== ==== Pipes =============================================================================== ========================================================================================== Name: Culvert From Node: Pre-Up_Culvert Length(ft): 176.00 Group: BASE To Node: Pre-Dwn_Culv Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 6 of 16 Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): 4.390 3.820 Bend Loss Coef: 0.00 Manning's N: 0.015000 0.015000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 14.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description:Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall Culvert under Brewers Neck ---------------------------------------------------------------------------------------------------- Name: Culvert_1 From Node: Post-Up_Culvert Length(ft): 176.00 Group: BASE To Node: Post-Dwn_Culv Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 48.00 48.00 Entrance Loss Coef: 0.50 Rise(in): 48.00 48.00 Exit Loss Coef: 1.00 Invert(ft): 4.390 3.820 Bend Loss Coef: 0.00 Manning's N: 0.015000 0.015000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 14.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description:Circular CMP: Headwall Culvert under Brewers Neck ========================================================================================== ==== Channels ============================================================================ ========================================================================================== Name: Post-Wetlands 1 From Node: Post-Dwn_Culv Length(ft): 490.00 Group: BASE To Node: Post-Downstream Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Trapezoidal Trapezoidal Solution Algorithm: Automatic Invert(ft): 5.000 4.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.000 Manning's N: 0.060000 0.060000 Expansion Coef: 0.000 Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000 Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000 Main XSec: Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): 107.000 107.000 LtSdSlp(h/v): 4.60 4.60 RtSdSlp(h/v): 11.70 11.70 Channel Geometry based on drawing a line across contours with TOB at 15. Left slope = 41/9 and Right slope = 105 ---------------------------------------------------------------------------------------------------- Name: Post-Wetlands 2 From Node: Post-Downstream Length(ft): 230.00 Group: BASE To Node: Post_Boundary Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Trapezoidal Trapezoidal Solution Algorithm: Automatic Invert(ft): 4.800 4.400 Flow: Both Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 7 of 16 TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.000 Manning's N: 0.060000 0.060000 Expansion Coef: 0.000 Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000 Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000 Main XSec: Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): 30.000 30.000 LtSdSlp(h/v): 7.40 7.40 RtSdSlp(h/v): 13.30 13.30 Channel Geometry based on drawing a line across contours with TOB at 15. Left slope = 74/10 and Right slope = 13 ---------------------------------------------------------------------------------------------------- Name: Pre-Wetlands 1 From Node: Pre-Dwn_Culv Length(ft): 490.00 Group: BASE To Node: Pre-Downstream Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Trapezoidal Trapezoidal Solution Algorithm: Automatic Invert(ft): 5.000 4.800 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.000 Manning's N: 0.060000 0.060000 Expansion Coef: 0.000 Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000 Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000 Main XSec: Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): 107.000 107.000 LtSdSlp(h/v): 4.60 4.60 RtSdSlp(h/v): 11.70 11.70 Channel Geometry based on drawing a line across contours with TOB at 15. Left slope = 41/9 and Right slope = 105 ---------------------------------------------------------------------------------------------------- Name: Pre-Wetlands 2 From Node: Pre-Downstream Length(ft): 230.00 Group: BASE To Node: Pre_Boundary Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Trapezoidal Trapezoidal Solution Algorithm: Automatic Invert(ft): 4.800 4.400 Flow: Both TClpInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.000 Manning's N: 0.060000 0.060000 Expansion Coef: 0.000 Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000 Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000 Main XSec: Outlet Ctrl Spec: Use dc or tw AuxElev1(ft): Inlet Ctrl Spec: Use dn Aux XSec1: Stabilizer Option: None AuxElev2(ft): Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): 30.000 30.000 LtSdSlp(h/v): 7.40 7.40 RtSdSlp(h/v): 13.30 13.30 Channel Geometry based on drawing a line across contours with TOB at 15. Left slope = 74/10 and Right slope = 13 ========================================================================================== ==== Drop Structures ===================================================================== ========================================================================================== Name: BMP 1 Drop From Node: BMP 1 Length(ft): 475.00 Group: BASE To Node: Post-Downstream Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 14.000 10.000 Exit Loss Coef: 1.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 8 of 16 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 1 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 18.000 Rise(in): 6.00 Control Elev(ft): 18.000 *** Weir 2 of 2 for Drop Structure BMP 1 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 20.000 Rise(in): 30.00 Control Elev(ft): 20.000 ---------------------------------------------------------------------------------------------------- Name: BMP 2 Drop From Node: BMP 2 Length(ft): 160.00 Group: BASE To Node: Post-Downstream Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 14.000 10.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 2 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 16.000 Rise(in): 6.00 Control Elev(ft): 16.000 *** Weir 2 of 2 for Drop Structure BMP 2 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 19.000 Rise(in): 30.00 Control Elev(ft): 19.000 ---------------------------------------------------------------------------------------------------- Name: BMP 3 Drop From Node: BMP 3 Length(ft): 128.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 9 of 16 Group: BASE To Node: Post-Downstream Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 14.000 11.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 3 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft): 16.000 Rise(in): 6.00 Control Elev(ft): 16.000 *** Weir 2 of 2 for Drop Structure BMP 3 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 18.000 Rise(in): 30.00 Control Elev(ft): 18.000 ---------------------------------------------------------------------------------------------------- Name: BMP 5 Drop From Node: BMP 5 Length(ft): 175.00 Group: BASE To Node: Post-Up_Culvert Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 14.500 14.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description:Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 5 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 4.00 Invert(ft): 17.000 Rise(in): 4.00 Control Elev(ft): 17.000 *** Weir 2 of 2 for Drop Structure BMP 5 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 10 of 16 Span(in): 30.00 Invert(ft): 20.000 Rise(in): 30.00 Control Elev(ft): 20.000 ---------------------------------------------------------------------------------------------------- Name: BMP 6 Drop From Node: BMP 6 Length(ft): 135.00 Group: BASE To Node: Post-Up_Culvert Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 14.000 13.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 6 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 4.00 Invert(ft): 16.000 Rise(in): 4.00 Control Elev(ft): 16.000 *** Weir 2 of 2 for Drop Structure BMP 6 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 18.000 Rise(in): 30.00 Control Elev(ft): 18.000 ---------------------------------------------------------------------------------------------------- Name: BMP 7 Drop From Node: BMP 7 Length(ft): 120.00 Group: BASE To Node: Post-Up_Culvert Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 10.500 10.000 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description:Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Groove end projecting *** Weir 1 of 2 for Drop Structure BMP 7 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 4.00 Invert(ft): 12.000 Rise(in): 4.00 Control Elev(ft): 12.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 11 of 16 *** Weir 2 of 2 for Drop Structure BMP 7 Drop *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.000 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 30.00 Invert(ft): 14.500 Rise(in): 30.00 Control Elev(ft): 14.500 ============================================================================================== Weirs =============================================================================== ========================================================================================== Name: BMP 1 Spillway From Node: BMP 1 Group: BASE To Node: Post-Downstream Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Invert(ft): 24.000 Control Elevation(ft): 24.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: BMP 2 Spillway From Node: BMP 2 Group: BASE To Node: Post-Downstream Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Invert(ft): 20.000 Control Elevation(ft): 20.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: BMP 3 Spillway From Node: BMP 3 Group: BASE To Node: Post-Downstream Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Invert(ft): 19.000 Control Elevation(ft): 19.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: BMP 5 Spillway From Node: BMP 5 Group: BASE To Node: Post-Up_Culvert Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 12 of 16 Invert(ft): 21.000 Control Elevation(ft): 21.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: BMP 6 Spillway From Node: BMP 6 Group: BASE To Node: Post-Up_Culvert Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Invert(ft): 19.000 Control Elevation(ft): 19.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: BMP 7 Spillway From Node: BMP 7 Group: BASE To Node: Post-Up_Culvert Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 120.00 Rise(in): 12.00 Invert(ft): 16.000 Control Elevation(ft): 16.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: Fifty Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Fifty.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 7.96 Time(hrs) Print Inc(min)--------------- --------------- 10.000 5.0014.000 3.00 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: Five Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Five.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 4.64 Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.00 14.000 3.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 13 of 16 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: Hundred Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Hundred.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 9.20 Time(hrs) Print Inc(min) --------------- ---------------10.000 5.00 14.000 3.00 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: Ten Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Ten.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 5.53 Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.00 14.000 3.00 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: TwentyFive Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\TwentyFive.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 6.84 Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.00 14.000 3.00 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: Two Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Two.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 3.59 Time(hrs) Print Inc(min)--------------- --------------- 10.000 5.0014.000 3.00 30.000 15.00 ============================================================================================== Routing Simulations ================================================================= ========================================================================================== Name: Fifty Hydrology Sim: Fifty Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Fifty.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 14 of 16 Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.000 15.000 5.00048.000 30.000 Group Run --------------- -----BASE Yes ---------------------------------------------------------------------------------------------------- Name: Five Hydrology Sim: Five Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Five.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.00015.000 5.000 48.000 30.000 Group Run--------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: Hundred Hydrology Sim: Hundred Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Hundred.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- ---------------10.000 5.000 15.000 5.00048.000 10.000 Group Run --------------- -----BASE Yes ---------------------------------------------------------------------------------------------------- Name: Ten Hydrology Sim: Ten Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Ten.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 15 of 16 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 10.000 5.00015.000 5.000 48.000 30.000 Group Run--------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: TwentyFive Hydrology Sim: TwentyFive Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\TwentyFive.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- ---------------10.000 5.000 15.000 5.00048.000 30.000 Group Run --------------- -----BASE Yes ---------------------------------------------------------------------------------------------------- Name: Two Hydrology Sim: Two Filename: K:\VAB_Civil\116105004 - Norsworthy Rezoning\Engineering\Drainage\ICPR\Two.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min)--------------- --------------- 10.000 5.00015.000 5.000 48.000 30.000 Group Run--------------- ----- BASE Yes Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 16 of 16 III. Node Maximum Report Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs BMP 1 BASE Hundred 12.54 22.592 22.000 0.0011 25887 12.10 66.219 12.54 14.984 BMP 2 BASE Hundred 12.21 20.223 20.000 0.0015 16462 12.05 48.487 12.21 26.945 BMP 3 BASE Hundred 12.13 19.436 19.000 0.0010 13597 12.05 46.280 12.13 38.853 BMP 5 BASE Hundred 12.31 20.880 21.000 0.0012 21698 12.05 46.411 12.31 14.956 BMP 6 BASE Hundred 12.22 19.201 19.000 0.0009 18558 12.05 40.591 12.22 21.399 BMP 7 BASE Hundred 12.14 16.092 16.000 0.0014 9699 12.00 32.619 12.14 17.349Post-Downstream BASE Hundred 12.33 6.771 0.000 0.0007 41454 12.22 143.774 12.33 136.039 Post-Dwn_Culv BASE Hundred 12.34 6.793 0.000 0.0007 33946 13.72 80.318 13.77 80.624Post-Up_Culvert BASE Hundred 13.79 10.665 15.000 -0.0016 224459 12.60 202.682 13.79 77.527 Post_Boundary BASE Hundred 0.00 4.400 13.000 0.0000 173 12.33 136.039 0.00 0.000 Pre-Downstream BASE Hundred 12.46 6.850 0.000 0.0005 41936 12.37 151.132 12.46 148.724 Pre-Dwn_Culv BASE Hundred 12.46 6.869 0.000 -0.0006 34205 13.73 78.158 13.73 79.119 Pre-Up_Culvert BASE Hundred 13.80 10.515 15.000 -0.0019 216324 12.65 191.204 13.80 75.377 Pre_Boundary BASE Hundred 0.00 4.400 13.000 0.0000 173 12.46 148.724 0.00 0.000 Sub-Pre-Bound BASE Hundred 25.50 1887.716 0.000 ********* 113 12.20 46.617 0.00 0.000 BMP 1 BASE Ten 12.56 20.359 22.000 0.0007 21969 12.10 29.650 12.56 6.769 BMP 2 BASE Ten 13.48 18.940 20.000 0.0009 14275 12.05 21.805 13.48 1.550 BMP 3 BASE Ten 12.28 18.419 19.000 0.0009 11983 12.05 20.813 12.28 8.217 BMP 5 BASE Ten 16.40 19.813 21.000 0.0007 19430 12.05 22.798 16.40 0.683 BMP 6 BASE Ten 12.69 18.177 19.000 0.0006 16809 12.05 19.939 12.69 2.461 BMP 7 BASE Ten 12.37 14.675 16.000 0.0010 8053 12.05 14.472 12.37 2.392 Post-Downstream BASE Ten 13.49 5.860 0.000 0.0003 35953 13.36 35.413 13.49 35.241 Post-Dwn_Culv BASE Ten 13.54 5.910 0.000 -0.0003 30451 13.57 27.144 13.68 27.286 Post-Up_Culvert BASE Ten 13.63 7.346 15.000 0.0013 75005 12.83 39.786 13.63 25.581 Post_Boundary BASE Ten 0.00 4.400 13.000 0.0000 173 13.49 35.241 0.00 0.000 Pre-Downstream BASE Ten 12.67 6.034 0.000 0.0004 36971 12.50 50.290 12.67 48.672 Pre-Dwn_Culv BASE Ten 12.70 6.052 0.000 -0.0004 31059 13.48 26.964 13.48 27.930 Pre-Up_Culvert BASE Ten 13.58 7.333 15.000 -0.0012 74464 12.75 39.445 13.58 25.365 Pre_Boundary BASE Ten 0.00 4.400 13.000 0.0000 173 12.67 48.672 0.00 0.000 Sub-Pre-Bound BASE Ten 25.50 727.914 0.000 ********* 113 12.20 17.571 0.00 0.000 BMP 1 BASE Two 14.13 19.223 22.000 0.0008 20160 12.10 12.530 14.13 0.932 BMP 2 BASE Two 13.21 17.233 20.000 0.0012 11517 12.10 9.295 13.21 0.937 BMP 3 BASE Two 13.05 17.302 19.000 0.0013 10261 12.10 8.872 13.05 0.969 BMP 5 BASE Two 14.69 18.371 21.000 0.0016 16469 12.05 11.035 14.69 0.461 BMP 6 BASE Two 14.59 17.221 19.000 0.0013 15220 12.05 9.652 14.59 0.431 BMP 7 BASE Two 13.42 13.281 16.000 0.0013 6535 12.05 6.139 13.42 0.443 Post-Downstream BASE Two 14.62 5.301 0.000 0.0001 32576 12.28 11.039 14.62 7.685 Post-Dwn_Culv BASE Two 14.59 5.328 0.000 0.0006 28150 12.05 10.889 12.26 7.477 Post-Up_Culvert BASE Two 14.46 5.737 15.000 0.0033 18416 13.65 4.481 14.50 4.157 Post_Boundary BASE Two 0.00 4.400 13.000 0.0000 173 14.62 7.685 0.00 0.000 Pre-Downstream BASE Two 12.82 5.415 0.000 -0.0003 33236 12.25 18.300 12.82 11.531 Pre-Dwn_Culv BASE Two 12.87 5.421 0.000 0.0006 28541 12.05 10.510 12.21 6.949 Pre-Up_Culvert BASE Two 14.14 5.627 15.000 0.0025 15797 13.55 3.710 13.98 3.481 Pre_Boundary BASE Two 0.00 4.400 13.000 0.0000 173 12.82 11.531 0.00 0.000 Sub-Pre-Bound BASE Two 25.50 280.822 0.000 ********* 113 12.25 5.885 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 IV. Basin Maximum Report V. Link Maximum Report Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft BMP 1 Drop BASE Ten 12.56 6.769 0.005 12.56 20.359 13.49 5.860 BMP 1 Spillway BASE Ten 0.00 0.000 0.000 12.56 20.359 13.49 5.860 BMP 2 Drop BASE Ten 13.48 1.550 -0.001 13.48 18.940 13.49 5.860 BMP 2 Spillway BASE Ten 0.00 0.000 0.000 13.48 18.940 13.49 5.860 BMP 3 Drop BASE Ten 12.28 8.217 0.010 12.28 18.419 13.49 5.860 BMP 3 Spillway BASE Ten 0.00 0.000 0.000 12.28 18.419 13.49 5.860 BMP 5 Drop BASE Ten 16.40 0.683 0.000 16.40 19.813 13.63 7.346 BMP 5 Spillway BASE Ten 0.00 0.000 0.000 16.40 19.813 13.63 7.346 BMP 6 Drop BASE Ten 12.69 2.461 0.001 12.69 18.177 13.63 7.346 BMP 6 Spillway BASE Ten 0.00 0.000 0.000 12.69 18.177 13.63 7.346 BMP 7 Drop BASE Ten 12.37 2.392 0.002 12.37 14.675 13.63 7.346 BMP 7 Spillway BASE Ten 0.00 0.000 0.000 12.37 14.675 13.63 7.346 Culvert BASE Ten 13.58 25.365 -0.354 13.58 7.333 13.58 6.086 Culvert_1 BASE Ten 13.63 25.581 0.042 13.63 7.346 13.63 6.093 Post-Wetlands 1 BASE Ten 13.68 27.286 -0.292 13.54 5.910 13.49 5.860 Post-Wetlands 2 BASE Ten 13.49 35.241 0.013 13.49 5.860 13.49 4.736 Pre-Wetlands 1 BASE Ten 13.48 27.930 -0.278 12.70 6.052 12.67 6.034 Pre-Wetlands 2 BASE Ten 12.67 48.672 0.017 12.67 6.034 12.67 4.813 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 VI. Time Series Reports Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 1 BASE 0.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 0.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 1.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 2.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 3.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 1 BASE 4.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 4.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 5.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 6.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 7.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.17 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.25 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.33 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.42 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.50 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.58 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.67 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.75 18.000 22.000 16509 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 1 BASE 8.83 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 8.92 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 9.00 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 9.08 18.000 22.000 16509 0.000 0.000 0.0 0.0 Ten BMP 1 BASE 9.17 18.000 22.000 16509 0.002 0.000 0.0 0.0 Ten BMP 1 BASE 9.25 18.000 22.000 16510 0.007 0.000 0.0 0.0 Ten BMP 1 BASE 9.33 18.000 22.000 16511 0.016 0.000 0.0 0.0 Ten BMP 1 BASE 9.42 18.001 22.000 16513 0.026 0.000 0.0 0.0 Ten BMP 1 BASE 9.50 18.001 22.000 16516 0.038 0.000 0.0 0.0 Ten BMP 1 BASE 9.58 18.002 22.000 16520 0.050 0.000 0.0 0.0 Ten BMP 1 BASE 9.67 18.003 22.000 16525 0.067 0.000 0.0 0.0 Ten BMP 1 BASE 9.75 18.005 22.000 16532 0.086 0.000 0.0 0.0 Ten BMP 1 BASE 9.83 18.006 22.000 16541 0.105 0.000 0.0 0.0 Ten BMP 1 BASE 9.92 18.008 22.000 16551 0.121 0.000 0.0 0.0 Ten BMP 1 BASE 10.00 18.011 22.000 16563 0.135 0.000 0.0 0.0 Ten BMP 1 BASE 10.08 18.013 22.000 16576 0.150 0.000 0.0 0.0 Ten BMP 1 BASE 10.17 18.016 22.000 16591 0.173 0.000 0.0 0.0 Ten BMP 1 BASE 10.25 18.019 22.000 16608 0.200 0.000 0.0 0.0 Ten BMP 1 BASE 10.33 18.023 22.000 16627 0.229 0.001 0.0 0.0 Ten BMP 1 BASE 10.42 18.028 22.000 16649 0.259 0.001 0.0 0.0 Ten BMP 1 BASE 10.50 18.033 22.000 16674 0.290 0.002 0.0 0.0 Ten BMP 1 BASE 10.58 18.038 22.000 16702 0.328 0.003 0.0 0.0 Ten BMP 1 BASE 10.67 18.044 22.000 16733 0.383 0.004 0.0 0.0 Ten BMP 1 BASE 10.75 18.052 22.000 16771 0.453 0.006 0.0 0.0 Ten BMP 1 BASE 10.83 18.060 22.000 16814 0.530 0.008 0.0 0.0 Ten BMP 1 BASE 10.92 18.070 22.000 16865 0.616 0.011 0.0 0.0 Ten BMP 1 BASE 11.00 18.082 22.000 16923 0.708 0.016 0.0 0.0 Ten BMP 1 BASE 11.08 18.095 22.000 16990 0.799 0.021 0.0 0.0 Ten BMP 1 BASE 11.17 18.109 22.000 17062 0.884 0.028 0.0 0.0 Ten BMP 1 BASE 11.25 18.125 22.000 17141 0.968 0.037 0.0 0.0 Ten BMP 1 BASE 11.33 18.142 22.000 17227 1.070 0.048 0.1 0.0 Ten BMP 1 BASE 11.42 18.161 22.000 17323 1.229 0.061 0.1 0.0 Ten BMP 1 BASE 11.50 18.183 22.000 17433 1.446 0.078 0.1 0.0 Ten BMP 1 BASE 11.58 18.210 22.000 17571 2.014 0.102 0.1 0.0 Ten BMP 1 BASE 11.67 18.253 22.000 17785 3.410 0.144 0.1 0.0 Ten BMP 1 BASE 11.75 18.323 22.000 18139 5.392 0.223 0.1 0.0 Ten BMP 1 BASE 11.83 18.428 22.000 18674 8.469 0.353 0.2 0.0 Ten BMP 1 BASE 11.92 18.597 22.000 19188 14.449 0.555 0.3 0.0 Ten BMP 1 BASE 12.00 18.875 22.000 19624 23.067 0.747 0.4 0.0 Ten BMP 1 BASE 12.08 19.261 22.000 20218 28.952 0.950 0.6 0.0 Ten BMP 1 BASE 12.17 19.668 22.000 20838 27.300 1.125 0.8 0.0 Ten BMP 1 BASE 12.25 19.995 22.000 21337 20.792 1.248 0.9 0.0 Ten BMP 1 BASE 12.33 20.207 22.000 21706 14.643 3.693 1.1 0.1 Ten BMP 1 BASE 12.42 20.312 22.000 21888 10.609 5.741 1.1 0.1 Ten BMP 1 BASE 12.50 20.352 22.000 21959 7.976 6.630 1.2 0.1 Ten BMP 1 BASE 12.58 20.358 22.000 21968 6.404 6.753 1.3 0.2 Ten BMP 1 BASE 12.67 20.347 22.000 21950 5.448 6.514 1.3 0.2 Ten BMP 1 BASE 12.75 20.331 22.000 21921 4.839 6.145 1.3 0.3 Ten BMP 1 BASE 12.83 20.313 22.000 21889 4.400 5.749 1.4 0.3 Ten BMP 1 BASE 12.92 20.294 22.000 21856 3.957 5.353 1.4 0.3 Ten BMP 1 BASE 13.00 20.275 22.000 21823 3.562 4.959 1.4 0.4 Ten BMP 1 BASE 13.08 20.256 22.000 21790 3.289 4.591 1.4 0.4 Ten BMP 1 BASE 13.17 20.239 22.000 21761 3.099 4.266 1.5 0.4 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 1 BASE 13.25 20.224 22.000 21734 2.961 3.987 1.5 0.5 Ten BMP 1 BASE 13.33 20.210 22.000 21711 2.835 3.748 1.5 0.5 Ten BMP 1 BASE 13.42 20.198 22.000 21690 2.668 3.536 1.5 0.5 Ten BMP 1 BASE 13.50 20.186 22.000 21669 2.487 3.335 1.5 0.5 Ten BMP 1 BASE 13.58 20.175 22.000 21649 2.349 3.148 1.6 0.6 Ten BMP 1 BASE 13.67 20.164 22.000 21631 2.251 2.980 1.6 0.6 Ten BMP 1 BASE 13.75 20.155 22.000 21614 2.173 2.832 1.6 0.6 Ten BMP 1 BASE 13.83 20.146 22.000 21599 2.111 2.702 1.6 0.6 Ten BMP 1 BASE 13.92 20.138 22.000 21585 2.047 2.588 1.6 0.6 Ten BMP 1 BASE 14.00 20.131 22.000 21572 1.982 2.485 1.6 0.7 Ten BMP 1 BASE 14.08 20.124 22.000 21560 1.892 2.389 1.6 0.7 Ten BMP 1 BASE 14.17 20.117 22.000 21548 1.802 2.297 1.7 0.7 Ten BMP 1 BASE 14.25 20.110 22.000 21536 1.711 2.207 1.7 0.7 Ten BMP 1 BASE 14.33 20.103 22.000 21525 1.661 2.122 1.7 0.7 Ten BMP 1 BASE 14.42 20.097 22.000 21514 1.610 2.046 1.7 0.7 Ten BMP 1 BASE 14.50 20.091 22.000 21503 1.559 1.975 1.7 0.8 Ten BMP 1 BASE 14.58 20.085 22.000 21493 1.492 1.908 1.7 0.8 Ten BMP 1 BASE 14.67 20.080 22.000 21483 1.425 1.843 1.7 0.8 Ten BMP 1 BASE 14.75 20.074 22.000 21473 1.358 1.780 1.7 0.8 Ten BMP 1 BASE 14.83 20.068 22.000 21463 1.339 1.721 1.7 0.8 Ten BMP 1 BASE 14.92 20.063 22.000 21454 1.320 1.670 1.7 0.8 Ten BMP 1 BASE 15.00 20.058 22.000 21446 1.301 1.625 1.8 0.8 Ten BMP 1 BASE 15.50 20.038 22.000 21410 1.178 1.449 1.8 0.9 Ten BMP 1 BASE 16.00 20.018 22.000 21375 1.098 1.314 1.9 0.9 Ten BMP 1 BASE 16.50 20.003 22.000 21350 1.104 1.256 1.9 1.0 Ten BMP 1 BASE 17.00 19.985 22.000 21322 0.986 1.245 1.9 1.1 Ten BMP 1 BASE 17.50 19.961 22.000 21284 0.946 1.236 2.0 1.1 Ten BMP 1 BASE 18.00 19.934 22.000 21243 0.848 1.226 2.0 1.2 Ten BMP 1 BASE 18.50 19.898 22.000 21189 0.753 1.213 2.1 1.2 Ten BMP 1 BASE 19.00 19.860 22.000 21131 0.750 1.199 2.1 1.3 Ten BMP 1 BASE 19.50 19.823 22.000 21075 0.753 1.185 2.1 1.3 Ten BMP 1 BASE 20.00 19.786 22.000 21018 0.688 1.171 2.1 1.4 Ten BMP 1 BASE 20.50 19.738 22.000 20946 0.580 1.153 2.2 1.4 Ten BMP 1 BASE 21.00 19.689 22.000 20871 0.579 1.134 2.2 1.4 Ten BMP 1 BASE 21.50 19.643 22.000 20800 0.572 1.115 2.2 1.5 Ten BMP 1 BASE 22.00 19.597 22.000 20730 0.571 1.097 2.2 1.5 Ten BMP 1 BASE 22.50 19.553 22.000 20663 0.573 1.078 2.3 1.6 Ten BMP 1 BASE 23.00 19.511 22.000 20598 0.604 1.061 2.3 1.6 Ten BMP 1 BASE 23.50 19.470 22.000 20536 0.586 1.044 2.3 1.7 Ten BMP 1 BASE 24.00 19.428 22.000 20472 0.483 1.025 2.3 1.7 Ten BMP 1 BASE 24.50 19.359 22.000 20367 0.030 0.995 2.3 1.8 Ten BMP 1 BASE 25.00 19.273 22.000 20236 0.000 0.956 2.3 1.8 Ten BMP 1 BASE 25.50 19.189 22.000 20108 0.000 0.916 2.3 1.8 Ten BMP 1 BASE 26.00 19.109 22.000 19986 0.000 0.876 2.3 1.9 Ten BMP 1 BASE 26.50 19.032 22.000 19868 0.000 0.835 2.3 1.9 Ten BMP 1 BASE 27.00 18.958 22.000 19753 0.000 0.795 2.3 1.9 Ten BMP 1 BASE 27.50 18.887 22.000 19642 0.000 0.754 2.3 2.0 Ten BMP 1 BASE 28.00 18.819 22.000 19537 0.000 0.713 2.3 2.0 Ten BMP 1 BASE 28.50 18.755 22.000 19436 0.000 0.672 2.3 2.0 Ten BMP 1 BASE 29.00 18.695 22.000 19341 0.000 0.630 2.3 2.1 Ten BMP 1 BASE 29.50 18.638 22.000 19252 0.000 0.589 2.3 2.1 Ten BMP 1 BASE 30.00 18.585 22.000 19169 0.000 0.538 2.3 2.1 Ten BMP 1 BASE 30.50 18.538 22.000 19095 0.000 0.472 2.3 2.1 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 1 BASE 31.00 18.496 22.000 19014 0.000 0.418 2.3 2.1 Ten BMP 1 BASE 31.50 18.457 22.000 18820 0.000 0.385 2.3 2.2 Ten BMP 1 BASE 32.00 18.422 22.000 18643 0.000 0.345 2.3 2.2 Ten BMP 1 BASE 32.50 18.391 22.000 18483 0.000 0.307 2.3 2.2 Ten BMP 1 BASE 33.00 18.362 22.000 18340 0.000 0.272 2.3 2.2 Ten BMP 1 BASE 33.50 18.337 22.000 18212 0.000 0.241 2.3 2.2 Ten BMP 1 BASE 34.00 18.315 22.000 18099 0.000 0.214 2.3 2.2 Ten BMP 1 BASE 34.50 18.294 22.000 17997 0.000 0.190 2.3 2.2 Ten BMP 1 BASE 35.00 18.276 22.000 17906 0.000 0.170 2.3 2.2 Ten BMP 1 BASE 35.50 18.260 22.000 17824 0.000 0.152 2.3 2.2 Ten BMP 1 BASE 36.00 18.246 22.000 17751 0.000 0.137 2.3 2.3 Ten BMP 1 BASE 36.50 18.232 22.000 17684 0.000 0.123 2.3 2.3 Ten BMP 1 BASE 37.00 18.221 22.000 17624 0.000 0.112 2.3 2.3 Ten BMP 1 BASE 37.50 18.210 22.000 17569 0.000 0.101 2.3 2.3 Ten BMP 1 BASE 38.00 18.200 22.000 17518 0.000 0.093 2.3 2.3 Ten BMP 1 BASE 38.50 18.191 22.000 17472 0.000 0.085 2.3 2.3 Ten BMP 1 BASE 39.00 18.182 22.000 17430 0.000 0.078 2.3 2.3 Ten BMP 1 BASE 39.50 18.175 22.000 17391 0.000 0.071 2.3 2.3 Ten BMP 1 BASE 40.00 18.167 22.000 17355 0.000 0.066 2.3 2.3 Ten BMP 1 BASE 40.50 18.161 22.000 17322 0.000 0.061 2.3 2.3 Ten BMP 1 BASE 41.00 18.155 22.000 17291 0.000 0.057 2.3 2.3 Ten BMP 1 BASE 41.50 18.149 22.000 17262 0.000 0.053 2.3 2.3 Ten BMP 1 BASE 42.00 18.144 22.000 17236 0.000 0.049 2.3 2.3 Ten BMP 1 BASE 42.50 18.139 22.000 17211 0.000 0.046 2.3 2.3 Ten BMP 1 BASE 43.00 18.134 22.000 17187 0.000 0.043 2.3 2.3 Ten BMP 1 BASE 43.50 18.130 22.000 17165 0.000 0.040 2.3 2.3 Ten BMP 1 BASE 44.00 18.126 22.000 17145 0.000 0.038 2.3 2.3 Ten BMP 1 BASE 44.50 18.122 22.000 17125 0.000 0.035 2.3 2.3 Ten BMP 1 BASE 45.00 18.118 22.000 17107 0.000 0.033 2.3 2.3 Ten BMP 1 BASE 45.50 18.115 22.000 17090 0.000 0.031 2.3 2.3 Ten BMP 1 BASE 46.00 18.112 22.000 17074 0.000 0.030 2.3 2.3 Ten BMP 1 BASE 46.50 18.109 22.000 17058 0.000 0.028 2.3 2.3 Ten BMP 1 BASE 47.00 18.106 22.000 17044 0.000 0.027 2.3 2.3 Ten BMP 1 BASE 47.50 18.103 22.000 17030 0.000 0.025 2.3 2.3 Ten BMP 1 BASE 48.00 18.100 22.000 17017 0.000 0.024 2.3 2.3 Ten BMP 1 BASE 48.00 18.100 22.000 17017 0.000 0.024 2.3 2.3 Ten BMP 2 BASE 0.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 0.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 5 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 2 BASE 1.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 1.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 2.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 3.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 4.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 6 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 2 BASE 5.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 5.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 6.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 7.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.17 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.25 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.33 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.42 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.50 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.58 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.67 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.75 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.83 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 8.92 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 9.00 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 9.08 16.000 20.000 9627 0.000 0.000 0.0 0.0 Ten BMP 2 BASE 9.17 16.000 20.000 9627 0.002 0.000 0.0 0.0 Ten BMP 2 BASE 9.25 16.000 20.000 9627 0.007 0.000 0.0 0.0 Ten BMP 2 BASE 9.33 16.001 20.000 9628 0.015 0.000 0.0 0.0 Ten BMP 2 BASE 9.42 16.001 20.000 9628 0.022 0.000 0.0 0.0 Ten BMP 2 BASE 9.50 16.002 20.000 9630 0.030 0.000 0.0 0.0 Ten BMP 2 BASE 9.58 16.003 20.000 9631 0.039 0.000 0.0 0.0 Ten BMP 2 BASE 9.67 16.004 20.000 9634 0.052 0.000 0.0 0.0 Ten BMP 2 BASE 9.75 16.006 20.000 9636 0.066 0.000 0.0 0.0 Ten BMP 2 BASE 9.83 16.008 20.000 9640 0.078 0.000 0.0 0.0 Ten BMP 2 BASE 9.92 16.011 20.000 9644 0.086 0.000 0.0 0.0 Ten BMP 2 BASE 10.00 16.014 20.000 9648 0.094 0.000 0.0 0.0 Ten BMP 2 BASE 10.08 16.017 20.000 9653 0.106 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 7 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 2 BASE 10.17 16.020 20.000 9658 0.124 0.000 0.0 0.0 Ten BMP 2 BASE 10.25 16.025 20.000 9664 0.144 0.001 0.0 0.0 Ten BMP 2 BASE 10.33 16.029 20.000 9671 0.163 0.002 0.0 0.0 Ten BMP 2 BASE 10.42 16.035 20.000 9680 0.184 0.002 0.0 0.0 Ten BMP 2 BASE 10.50 16.041 20.000 9689 0.204 0.003 0.0 0.0 Ten BMP 2 BASE 10.58 16.047 20.000 9699 0.231 0.005 0.0 0.0 Ten BMP 2 BASE 10.67 16.055 20.000 9710 0.278 0.007 0.0 0.0 Ten BMP 2 BASE 10.75 16.064 20.000 9724 0.331 0.009 0.0 0.0 Ten BMP 2 BASE 10.83 16.075 20.000 9740 0.381 0.013 0.0 0.0 Ten BMP 2 BASE 10.92 16.087 20.000 9759 0.444 0.018 0.0 0.0 Ten BMP 2 BASE 11.00 16.101 20.000 9780 0.507 0.024 0.0 0.0 Ten BMP 2 BASE 11.08 16.116 20.000 9804 0.562 0.032 0.0 0.0 Ten BMP 2 BASE 11.17 16.133 20.000 9830 0.617 0.042 0.0 0.0 Ten BMP 2 BASE 11.25 16.151 20.000 9857 0.670 0.054 0.0 0.0 Ten BMP 2 BASE 11.33 16.171 20.000 9887 0.746 0.069 0.0 0.0 Ten BMP 2 BASE 11.42 16.193 20.000 9921 0.882 0.087 0.0 0.0 Ten BMP 2 BASE 11.50 16.219 20.000 9961 1.034 0.110 0.1 0.0 Ten BMP 2 BASE 11.58 16.253 20.000 10013 1.613 0.144 0.1 0.0 Ten BMP 2 BASE 11.67 16.315 20.000 10107 2.997 0.214 0.1 0.0 Ten BMP 2 BASE 11.75 16.418 20.000 10264 4.491 0.340 0.1 0.0 Ten BMP 2 BASE 11.83 16.564 20.000 10487 6.961 0.509 0.1 0.0 Ten BMP 2 BASE 11.92 16.815 20.000 10870 12.697 0.710 0.2 0.0 Ten BMP 2 BASE 12.00 17.228 20.000 11508 19.581 0.934 0.3 0.0 Ten BMP 2 BASE 12.08 17.732 20.000 12299 21.423 1.150 0.5 0.0 Ten BMP 2 BASE 12.17 18.161 20.000 12985 16.193 1.306 0.6 0.0 Ten BMP 2 BASE 12.25 18.425 20.000 13422 10.111 1.393 0.7 0.0 Ten BMP 2 BASE 12.33 18.579 20.000 13678 6.968 1.442 0.7 0.1 Ten BMP 2 BASE 12.42 18.676 20.000 13839 4.983 1.472 0.8 0.1 Ten BMP 2 BASE 12.50 18.738 20.000 13941 3.806 1.490 0.8 0.1 Ten BMP 2 BASE 12.58 18.781 20.000 14013 3.272 1.503 0.8 0.1 Ten BMP 2 BASE 12.67 18.815 20.000 14069 2.950 1.513 0.9 0.1 Ten BMP 2 BASE 12.75 18.844 20.000 14116 2.782 1.522 0.9 0.1 Ten BMP 2 BASE 12.83 18.869 20.000 14158 2.623 1.529 0.9 0.1 Ten BMP 2 BASE 12.92 18.889 20.000 14191 2.351 1.535 0.9 0.1 Ten BMP 2 BASE 13.00 18.904 20.000 14215 2.120 1.539 0.9 0.1 Ten BMP 2 BASE 13.08 18.915 20.000 14233 2.007 1.542 0.9 0.1 Ten BMP 2 BASE 13.17 18.923 20.000 14248 1.914 1.545 1.0 0.2 Ten BMP 2 BASE 13.25 18.930 20.000 14259 1.846 1.547 1.0 0.2 Ten BMP 2 BASE 13.33 18.936 20.000 14269 1.769 1.548 1.0 0.2 Ten BMP 2 BASE 13.42 18.939 20.000 14274 1.636 1.549 1.0 0.2 Ten BMP 2 BASE 13.50 18.940 20.000 14275 1.519 1.550 1.0 0.2 Ten BMP 2 BASE 13.58 18.938 20.000 14273 1.460 1.549 1.0 0.2 Ten BMP 2 BASE 13.67 18.936 20.000 14269 1.408 1.548 1.0 0.2 Ten BMP 2 BASE 13.75 18.933 20.000 14263 1.368 1.547 1.0 0.2 Ten BMP 2 BASE 13.83 18.928 20.000 14256 1.336 1.546 1.0 0.2 Ten BMP 2 BASE 13.92 18.924 20.000 14248 1.291 1.545 1.1 0.3 Ten BMP 2 BASE 14.00 18.918 20.000 14239 1.252 1.543 1.1 0.3 Ten BMP 2 BASE 14.08 18.911 20.000 14228 1.187 1.541 1.1 0.3 Ten BMP 2 BASE 14.17 18.903 20.000 14214 1.122 1.539 1.1 0.3 Ten BMP 2 BASE 14.25 18.893 20.000 14198 1.057 1.536 1.1 0.3 Ten BMP 2 BASE 14.33 18.883 20.000 14181 1.036 1.533 1.1 0.3 Ten BMP 2 BASE 14.42 18.872 20.000 14164 1.015 1.530 1.1 0.3 Ten BMP 2 BASE 14.50 18.861 20.000 14145 0.994 1.527 1.1 0.3 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 8 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 2 BASE 14.58 18.849 20.000 14126 0.942 1.523 1.1 0.3 Ten BMP 2 BASE 14.67 18.837 20.000 14104 0.889 1.520 1.1 0.3 Ten BMP 2 BASE 14.75 18.823 20.000 14081 0.836 1.515 1.1 0.4 Ten BMP 2 BASE 14.83 18.808 20.000 14057 0.841 1.511 1.1 0.4 Ten BMP 2 BASE 14.92 18.794 20.000 14034 0.845 1.507 1.1 0.4 Ten BMP 2 BASE 15.00 18.780 20.000 14011 0.850 1.503 1.1 0.4 Ten BMP 2 BASE 15.50 18.694 20.000 13869 0.725 1.477 1.2 0.5 Ten BMP 2 BASE 16.00 18.598 20.000 13709 0.700 1.448 1.2 0.5 Ten BMP 2 BASE 16.50 18.504 20.000 13554 0.704 1.418 1.2 0.6 Ten BMP 2 BASE 17.00 18.405 20.000 13389 0.635 1.387 1.3 0.6 Ten BMP 2 BASE 17.50 18.302 20.000 13219 0.623 1.353 1.3 0.7 Ten BMP 2 BASE 18.00 18.199 20.000 13049 0.532 1.319 1.3 0.7 Ten BMP 2 BASE 18.50 18.089 20.000 12867 0.477 1.281 1.3 0.8 Ten BMP 2 BASE 19.00 17.980 20.000 12689 0.478 1.243 1.4 0.8 Ten BMP 2 BASE 19.50 17.876 20.000 12525 0.480 1.205 1.4 0.9 Ten BMP 2 BASE 20.00 17.773 20.000 12364 0.421 1.166 1.4 0.9 Ten BMP 2 BASE 20.50 17.662 20.000 12189 0.381 1.123 1.4 1.0 Ten BMP 2 BASE 21.00 17.553 20.000 12019 0.381 1.079 1.4 1.0 Ten BMP 2 BASE 21.50 17.451 20.000 11859 0.364 1.036 1.4 1.1 Ten BMP 2 BASE 22.00 17.353 20.000 11706 0.364 0.993 1.5 1.1 Ten BMP 2 BASE 22.50 17.261 20.000 11561 0.365 0.950 1.5 1.2 Ten BMP 2 BASE 23.00 17.175 20.000 11426 0.393 0.909 1.5 1.2 Ten BMP 2 BASE 23.50 17.095 20.000 11300 0.386 0.868 1.5 1.2 Ten BMP 2 BASE 24.00 17.015 20.000 11175 0.291 0.826 1.5 1.3 Ten BMP 2 BASE 24.50 16.903 20.000 11004 0.005 0.764 1.5 1.3 Ten BMP 2 BASE 25.00 16.783 20.000 10821 0.000 0.690 1.5 1.3 Ten BMP 2 BASE 25.50 16.674 20.000 10654 0.000 0.615 1.5 1.4 Ten BMP 2 BASE 26.00 16.576 20.000 10505 0.000 0.526 1.5 1.4 Ten BMP 2 BASE 26.50 16.495 20.000 10382 0.000 0.418 1.5 1.4 Ten BMP 2 BASE 27.00 16.428 20.000 10279 0.000 0.352 1.5 1.4 Ten BMP 2 BASE 27.50 16.372 20.000 10194 0.000 0.284 1.5 1.4 Ten BMP 2 BASE 28.00 16.327 20.000 10125 0.000 0.228 1.5 1.4 Ten BMP 2 BASE 28.50 16.290 20.000 10069 0.000 0.185 1.5 1.5 Ten BMP 2 BASE 29.00 16.260 20.000 10023 0.000 0.152 1.5 1.5 Ten BMP 2 BASE 29.50 16.235 20.000 9985 0.000 0.126 1.5 1.5 Ten BMP 2 BASE 30.00 16.214 20.000 9953 0.000 0.106 1.5 1.5 Ten BMP 2 BASE 30.50 16.197 20.000 9927 0.000 0.090 1.5 1.5 Ten BMP 2 BASE 31.00 16.182 20.000 9904 0.000 0.077 1.5 1.5 Ten BMP 2 BASE 31.50 16.168 20.000 9884 0.000 0.067 1.5 1.5 Ten BMP 2 BASE 32.00 16.157 20.000 9866 0.000 0.058 1.5 1.5 Ten BMP 2 BASE 32.50 16.147 20.000 9851 0.000 0.051 1.5 1.5 Ten BMP 2 BASE 33.00 16.138 20.000 9838 0.000 0.045 1.5 1.5 Ten BMP 2 BASE 33.50 16.130 20.000 9826 0.000 0.040 1.5 1.5 Ten BMP 2 BASE 34.00 16.123 20.000 9815 0.000 0.036 1.5 1.5 Ten BMP 2 BASE 34.50 16.117 20.000 9805 0.000 0.033 1.5 1.5 Ten BMP 2 BASE 35.00 16.111 20.000 9797 0.000 0.029 1.5 1.5 Ten BMP 2 BASE 35.50 16.106 20.000 9789 0.000 0.027 1.5 1.5 Ten BMP 2 BASE 36.00 16.102 20.000 9782 0.000 0.024 1.5 1.5 Ten BMP 2 BASE 36.50 16.097 20.000 9775 0.000 0.022 1.5 1.5 Ten BMP 2 BASE 37.00 16.093 20.000 9769 0.000 0.021 1.5 1.5 Ten BMP 2 BASE 37.50 16.090 20.000 9764 0.000 0.019 1.5 1.5 Ten BMP 2 BASE 38.00 16.086 20.000 9758 0.000 0.018 1.5 1.5 Ten BMP 2 BASE 38.50 16.083 20.000 9754 0.000 0.016 1.5 1.5 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 9 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 2 BASE 39.00 16.080 20.000 9749 0.000 0.015 1.5 1.5 Ten BMP 2 BASE 39.50 16.078 20.000 9745 0.000 0.014 1.5 1.5 Ten BMP 2 BASE 40.00 16.075 20.000 9741 0.000 0.013 1.5 1.5 Ten BMP 2 BASE 40.50 16.073 20.000 9738 0.000 0.012 1.5 1.5 Ten BMP 2 BASE 41.00 16.071 20.000 9734 0.000 0.011 1.5 1.5 Ten BMP 2 BASE 41.50 16.069 20.000 9731 0.000 0.011 1.5 1.5 Ten BMP 2 BASE 42.00 16.067 20.000 9728 0.000 0.010 1.5 1.5 Ten BMP 2 BASE 42.50 16.065 20.000 9726 0.000 0.010 1.5 1.5 Ten BMP 2 BASE 43.00 16.063 20.000 9723 0.000 0.009 1.5 1.5 Ten BMP 2 BASE 43.50 16.061 20.000 9720 0.000 0.009 1.5 1.5 Ten BMP 2 BASE 44.00 16.060 20.000 9718 0.000 0.008 1.5 1.5 Ten BMP 2 BASE 44.50 16.058 20.000 9716 0.000 0.008 1.5 1.5 Ten BMP 2 BASE 45.00 16.057 20.000 9714 0.000 0.007 1.5 1.5 Ten BMP 2 BASE 45.50 16.056 20.000 9712 0.000 0.007 1.5 1.5 Ten BMP 2 BASE 46.00 16.055 20.000 9710 0.000 0.007 1.5 1.5 Ten BMP 2 BASE 46.50 16.053 20.000 9708 0.000 0.006 1.5 1.5 Ten BMP 2 BASE 47.00 16.052 20.000 9706 0.000 0.006 1.5 1.5 Ten BMP 2 BASE 47.50 16.051 20.000 9705 0.000 0.006 1.5 1.5 Ten BMP 2 BASE 48.00 16.050 20.000 9703 0.000 0.005 1.5 1.5 Ten BMP 2 BASE 48.00 16.050 20.000 9703 0.000 0.005 1.5 1.5 Ten BMP 3 BASE 0.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 0.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 1.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 10 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 3 BASE 2.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 2.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 3.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 4.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 5.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 6.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 11 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 3 BASE 7.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 7.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.17 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.25 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.33 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.42 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.50 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.58 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.67 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.75 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.83 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 8.92 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 9.00 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 9.08 16.000 19.000 8364 0.000 0.000 0.0 0.0 Ten BMP 3 BASE 9.17 16.000 19.000 8364 0.002 0.000 0.0 0.0 Ten BMP 3 BASE 9.25 16.000 19.000 8364 0.007 0.000 0.0 0.0 Ten BMP 3 BASE 9.33 16.001 19.000 8364 0.014 0.000 0.0 0.0 Ten BMP 3 BASE 9.42 16.001 19.000 8365 0.021 0.000 0.0 0.0 Ten BMP 3 BASE 9.50 16.002 19.000 8367 0.029 0.000 0.0 0.0 Ten BMP 3 BASE 9.58 16.003 19.000 8368 0.037 0.000 0.0 0.0 Ten BMP 3 BASE 9.67 16.005 19.000 8371 0.050 0.000 0.0 0.0 Ten BMP 3 BASE 9.75 16.007 19.000 8373 0.063 0.000 0.0 0.0 Ten BMP 3 BASE 9.83 16.009 19.000 8377 0.074 0.000 0.0 0.0 Ten BMP 3 BASE 9.92 16.012 19.000 8381 0.082 0.000 0.0 0.0 Ten BMP 3 BASE 10.00 16.015 19.000 8385 0.090 0.000 0.0 0.0 Ten BMP 3 BASE 10.08 16.019 19.000 8390 0.101 0.000 0.0 0.0 Ten BMP 3 BASE 10.17 16.022 19.000 8396 0.118 0.001 0.0 0.0 Ten BMP 3 BASE 10.25 16.027 19.000 8402 0.137 0.001 0.0 0.0 Ten BMP 3 BASE 10.33 16.032 19.000 8410 0.155 0.002 0.0 0.0 Ten BMP 3 BASE 10.42 16.038 19.000 8418 0.175 0.003 0.0 0.0 Ten BMP 3 BASE 10.50 16.044 19.000 8427 0.195 0.004 0.0 0.0 Ten BMP 3 BASE 10.58 16.052 19.000 8438 0.220 0.006 0.0 0.0 Ten BMP 3 BASE 10.67 16.060 19.000 8450 0.265 0.008 0.0 0.0 Ten BMP 3 BASE 10.75 16.070 19.000 8464 0.316 0.011 0.0 0.0 Ten BMP 3 BASE 10.83 16.081 19.000 8481 0.364 0.016 0.0 0.0 Ten BMP 3 BASE 10.92 16.095 19.000 8500 0.424 0.021 0.0 0.0 Ten BMP 3 BASE 11.00 16.110 19.000 8521 0.484 0.029 0.0 0.0 Ten BMP 3 BASE 11.08 16.127 19.000 8546 0.536 0.038 0.0 0.0 Ten BMP 3 BASE 11.17 16.145 19.000 8572 0.589 0.050 0.0 0.0 Ten BMP 3 BASE 11.25 16.164 19.000 8600 0.639 0.064 0.0 0.0 Ten BMP 3 BASE 11.33 16.185 19.000 8630 0.712 0.080 0.0 0.0 Ten BMP 3 BASE 11.42 16.209 19.000 8664 0.842 0.101 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 12 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 3 BASE 11.50 16.237 19.000 8704 0.987 0.127 0.0 0.0 Ten BMP 3 BASE 11.58 16.273 19.000 8756 1.540 0.166 0.1 0.0 Ten BMP 3 BASE 11.67 16.339 19.000 8851 2.861 0.244 0.1 0.0 Ten BMP 3 BASE 11.75 16.450 19.000 9010 4.287 0.377 0.1 0.0 Ten BMP 3 BASE 11.83 16.607 19.000 9236 6.644 0.564 0.1 0.0 Ten BMP 3 BASE 11.92 16.876 19.000 9623 12.119 0.748 0.2 0.0 Ten BMP 3 BASE 12.00 17.316 19.000 10283 18.690 0.976 0.3 0.0 Ten BMP 3 BASE 12.08 17.850 19.000 11097 20.448 1.195 0.4 0.0 Ten BMP 3 BASE 12.17 18.270 19.000 11749 15.456 4.875 0.6 0.1 Ten BMP 3 BASE 12.25 18.411 19.000 11970 9.651 8.014 0.7 0.1 Ten BMP 3 BASE 12.33 18.408 19.000 11966 6.651 7.948 0.7 0.1 Ten BMP 3 BASE 12.42 18.363 19.000 11894 4.756 6.863 0.7 0.2 Ten BMP 3 BASE 12.50 18.309 19.000 11810 3.633 5.677 0.8 0.2 Ten BMP 3 BASE 12.58 18.263 19.000 11738 3.123 4.727 0.8 0.3 Ten BMP 3 BASE 12.67 18.227 19.000 11681 2.815 4.041 0.8 0.3 Ten BMP 3 BASE 12.75 18.199 19.000 11638 2.655 3.557 0.8 0.3 Ten BMP 3 BASE 12.83 18.179 19.000 11606 2.504 3.217 0.9 0.4 Ten BMP 3 BASE 12.92 18.161 19.000 11578 2.244 2.931 0.9 0.4 Ten BMP 3 BASE 13.00 18.144 19.000 11551 2.023 2.669 0.9 0.4 Ten BMP 3 BASE 13.08 18.128 19.000 11527 1.915 2.451 0.9 0.4 Ten BMP 3 BASE 13.17 18.116 19.000 11507 1.827 2.278 0.9 0.4 Ten BMP 3 BASE 13.25 18.105 19.000 11490 1.762 2.139 0.9 0.4 Ten BMP 3 BASE 13.33 18.096 19.000 11476 1.688 2.026 0.9 0.5 Ten BMP 3 BASE 13.42 18.087 19.000 11461 1.561 1.920 0.9 0.5 Ten BMP 3 BASE 13.50 18.077 19.000 11446 1.450 1.814 1.0 0.5 Ten BMP 3 BASE 13.58 18.068 19.000 11432 1.393 1.719 1.0 0.5 Ten BMP 3 BASE 13.67 18.060 19.000 11419 1.344 1.639 1.0 0.5 Ten BMP 3 BASE 13.75 18.052 19.000 11408 1.306 1.570 1.0 0.5 Ten BMP 3 BASE 13.83 18.046 19.000 11398 1.275 1.513 1.0 0.5 Ten BMP 3 BASE 13.92 18.040 19.000 11388 1.232 1.463 1.0 0.5 Ten BMP 3 BASE 14.00 18.034 19.000 11379 1.195 1.418 1.0 0.6 Ten BMP 3 BASE 14.08 18.028 19.000 11369 1.133 1.375 1.0 0.6 Ten BMP 3 BASE 14.17 18.021 19.000 11358 1.071 1.334 1.0 0.6 Ten BMP 3 BASE 14.25 18.014 19.000 11347 1.009 1.295 1.0 0.6 Ten BMP 3 BASE 14.33 18.006 19.000 11335 0.989 1.265 1.0 0.6 Ten BMP 3 BASE 14.42 17.999 19.000 11324 0.969 1.250 1.1 0.6 Ten BMP 3 BASE 14.50 17.991 19.000 11312 0.949 1.247 1.1 0.6 Ten BMP 3 BASE 14.58 17.983 19.000 11299 0.899 1.244 1.1 0.6 Ten BMP 3 BASE 14.67 17.973 19.000 11284 0.848 1.240 1.1 0.6 Ten BMP 3 BASE 14.75 17.962 19.000 11268 0.798 1.236 1.1 0.6 Ten BMP 3 BASE 14.83 17.950 19.000 11250 0.802 1.232 1.1 0.6 Ten BMP 3 BASE 14.92 17.939 19.000 11233 0.807 1.228 1.1 0.7 Ten BMP 3 BASE 15.00 17.928 19.000 11216 0.811 1.224 1.1 0.7 Ten BMP 3 BASE 15.50 17.860 19.000 11112 0.692 1.199 1.1 0.7 Ten BMP 3 BASE 16.00 17.780 19.000 10990 0.668 1.169 1.2 0.8 Ten BMP 3 BASE 16.50 17.703 19.000 10873 0.672 1.139 1.2 0.8 Ten BMP 3 BASE 17.00 17.621 19.000 10748 0.607 1.106 1.2 0.9 Ten BMP 3 BASE 17.50 17.536 19.000 10617 0.594 1.071 1.2 0.9 Ten BMP 3 BASE 18.00 17.451 19.000 10489 0.508 1.035 1.3 0.9 Ten BMP 3 BASE 18.50 17.360 19.000 10349 0.456 0.995 1.3 1.0 Ten BMP 3 BASE 19.00 17.271 19.000 10214 0.457 0.955 1.3 1.0 Ten BMP 3 BASE 19.50 17.188 19.000 10088 0.459 0.915 1.3 1.1 Ten BMP 3 BASE 20.00 17.109 19.000 9968 0.402 0.876 1.3 1.1 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 13 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 3 BASE 20.50 17.021 19.000 9832 0.363 0.829 1.3 1.1 Ten BMP 3 BASE 21.00 16.938 19.000 9711 0.364 0.783 1.4 1.2 Ten BMP 3 BASE 21.50 16.863 19.000 9605 0.347 0.740 1.4 1.2 Ten BMP 3 BASE 22.00 16.795 19.000 9507 0.348 0.698 1.4 1.2 Ten BMP 3 BASE 22.50 16.734 19.000 9419 0.349 0.657 1.4 1.3 Ten BMP 3 BASE 23.00 16.682 19.000 9343 0.375 0.621 1.4 1.3 Ten BMP 3 BASE 23.50 16.635 19.000 9276 0.368 0.586 1.4 1.3 Ten BMP 3 BASE 24.00 16.590 19.000 9211 0.277 0.545 1.4 1.3 Ten BMP 3 BASE 24.50 16.513 19.000 9100 0.005 0.438 1.5 1.4 Ten BMP 3 BASE 25.00 16.433 19.000 8987 0.000 0.359 1.5 1.4 Ten BMP 3 BASE 25.50 16.369 19.000 8894 0.000 0.281 1.5 1.4 Ten BMP 3 BASE 26.00 16.319 19.000 8822 0.000 0.219 1.5 1.4 Ten BMP 3 BASE 26.50 16.279 19.000 8765 0.000 0.172 1.5 1.4 Ten BMP 3 BASE 27.00 16.247 19.000 8719 0.000 0.138 1.5 1.4 Ten BMP 3 BASE 27.50 16.221 19.000 8682 0.000 0.112 1.5 1.4 Ten BMP 3 BASE 28.00 16.200 19.000 8651 0.000 0.093 1.5 1.4 Ten BMP 3 BASE 28.50 16.182 19.000 8626 0.000 0.078 1.5 1.4 Ten BMP 3 BASE 29.00 16.167 19.000 8604 0.000 0.066 1.5 1.4 Ten BMP 3 BASE 29.50 16.155 19.000 8586 0.000 0.056 1.5 1.4 Ten BMP 3 BASE 30.00 16.144 19.000 8570 0.000 0.049 1.5 1.4 Ten BMP 3 BASE 30.50 16.134 19.000 8556 0.000 0.043 1.5 1.4 Ten BMP 3 BASE 31.00 16.126 19.000 8544 0.000 0.037 1.5 1.4 Ten BMP 3 BASE 31.50 16.118 19.000 8533 0.000 0.033 1.5 1.4 Ten BMP 3 BASE 32.00 16.112 19.000 8524 0.000 0.030 1.5 1.4 Ten BMP 3 BASE 32.50 16.106 19.000 8515 0.000 0.026 1.5 1.4 Ten BMP 3 BASE 33.00 16.100 19.000 8508 0.000 0.024 1.5 1.4 Ten BMP 3 BASE 33.50 16.096 19.000 8501 0.000 0.022 1.5 1.4 Ten BMP 3 BASE 34.00 16.091 19.000 8495 0.000 0.020 1.5 1.4 Ten BMP 3 BASE 34.50 16.087 19.000 8489 0.000 0.018 1.5 1.4 Ten BMP 3 BASE 35.00 16.084 19.000 8484 0.000 0.016 1.5 1.4 Ten BMP 3 BASE 35.50 16.080 19.000 8479 0.000 0.015 1.5 1.4 Ten BMP 3 BASE 36.00 16.077 19.000 8474 0.000 0.014 1.5 1.4 Ten BMP 3 BASE 36.50 16.074 19.000 8470 0.000 0.013 1.5 1.4 Ten BMP 3 BASE 37.00 16.072 19.000 8467 0.000 0.012 1.5 1.4 Ten BMP 3 BASE 37.50 16.069 19.000 8463 0.000 0.011 1.5 1.4 Ten BMP 3 BASE 38.00 16.067 19.000 8460 0.000 0.010 1.5 1.4 Ten BMP 3 BASE 38.50 16.065 19.000 8457 0.000 0.010 1.5 1.4 Ten BMP 3 BASE 39.00 16.063 19.000 8454 0.000 0.009 1.5 1.4 Ten BMP 3 BASE 39.50 16.061 19.000 8451 0.000 0.008 1.5 1.4 Ten BMP 3 BASE 40.00 16.059 19.000 8449 0.000 0.008 1.5 1.4 Ten BMP 3 BASE 40.50 16.058 19.000 8446 0.000 0.007 1.5 1.4 Ten BMP 3 BASE 41.00 16.056 19.000 8444 0.000 0.007 1.5 1.4 Ten BMP 3 BASE 41.50 16.055 19.000 8442 0.000 0.007 1.5 1.4 Ten BMP 3 BASE 42.00 16.053 19.000 8440 0.000 0.006 1.5 1.4 Ten BMP 3 BASE 42.50 16.052 19.000 8438 0.000 0.006 1.5 1.4 Ten BMP 3 BASE 43.00 16.051 19.000 8437 0.000 0.006 1.5 1.4 Ten BMP 3 BASE 43.50 16.050 19.000 8435 0.000 0.005 1.5 1.4 Ten BMP 3 BASE 44.00 16.049 19.000 8433 0.000 0.005 1.5 1.4 Ten BMP 3 BASE 44.50 16.047 19.000 8432 0.000 0.005 1.5 1.4 Ten BMP 3 BASE 45.00 16.046 19.000 8430 0.000 0.005 1.5 1.4 Ten BMP 3 BASE 45.50 16.046 19.000 8429 0.000 0.004 1.5 1.4 Ten BMP 3 BASE 46.00 16.045 19.000 8428 0.000 0.004 1.5 1.4 Ten BMP 3 BASE 46.50 16.044 19.000 8426 0.000 0.004 1.5 1.4 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 14 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 3 BASE 47.00 16.043 19.000 8425 0.000 0.004 1.5 1.4 Ten BMP 3 BASE 47.50 16.042 19.000 8424 0.000 0.004 1.5 1.4 Ten BMP 3 BASE 48.00 16.041 19.000 8423 0.000 0.003 1.5 1.4 Ten BMP 3 BASE 48.00 16.041 19.000 8423 0.000 0.003 1.5 1.4 Ten BMP 5 BASE 0.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 0.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 1.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 2.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 3.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 15 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 5 BASE 4.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 4.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 5.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.58 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.67 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.75 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.83 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 6.92 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.00 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.08 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.17 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.25 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.33 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.42 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.50 17.000 21.000 11543 0.000 0.000 0.0 0.0 Ten BMP 5 BASE 7.58 17.000 21.000 11544 0.001 0.000 0.0 0.0 Ten BMP 5 BASE 7.67 17.000 21.000 11544 0.004 0.000 0.0 0.0 Ten BMP 5 BASE 7.75 17.000 21.000 11545 0.008 0.000 0.0 0.0 Ten BMP 5 BASE 7.83 17.001 21.000 11547 0.012 0.000 0.0 0.0 Ten BMP 5 BASE 7.92 17.001 21.000 11549 0.017 0.000 0.0 0.0 Ten BMP 5 BASE 8.00 17.001 21.000 11552 0.021 0.000 0.0 0.0 Ten BMP 5 BASE 8.08 17.002 21.000 11556 0.026 0.000 0.0 0.0 Ten BMP 5 BASE 8.17 17.003 21.000 11561 0.031 0.000 0.0 0.0 Ten BMP 5 BASE 8.25 17.004 21.000 11566 0.037 0.000 0.0 0.0 Ten BMP 5 BASE 8.33 17.005 21.000 11573 0.044 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 16 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 5 BASE 8.42 17.006 21.000 11581 0.054 0.000 0.0 0.0 Ten BMP 5 BASE 8.50 17.007 21.000 11591 0.066 0.000 0.0 0.0 Ten BMP 5 BASE 8.58 17.009 21.000 11603 0.074 0.000 0.0 0.0 Ten BMP 5 BASE 8.67 17.011 21.000 11615 0.080 0.000 0.0 0.0 Ten BMP 5 BASE 8.75 17.013 21.000 11629 0.085 0.000 0.0 0.0 Ten BMP 5 BASE 8.83 17.016 21.000 11643 0.092 0.000 0.0 0.0 Ten BMP 5 BASE 8.92 17.018 21.000 11659 0.101 0.000 0.0 0.0 Ten BMP 5 BASE 9.00 17.021 21.000 11676 0.111 0.001 0.0 0.0 Ten BMP 5 BASE 9.08 17.024 21.000 11695 0.122 0.001 0.0 0.0 Ten BMP 5 BASE 9.17 17.027 21.000 11716 0.137 0.001 0.0 0.0 Ten BMP 5 BASE 9.25 17.031 21.000 11739 0.152 0.002 0.0 0.0 Ten BMP 5 BASE 9.33 17.035 21.000 11765 0.161 0.002 0.0 0.0 Ten BMP 5 BASE 9.42 17.039 21.000 11791 0.166 0.003 0.0 0.0 Ten BMP 5 BASE 9.50 17.043 21.000 11817 0.170 0.003 0.0 0.0 Ten BMP 5 BASE 9.58 17.047 21.000 11845 0.180 0.004 0.0 0.0 Ten BMP 5 BASE 9.67 17.052 21.000 11875 0.202 0.005 0.0 0.0 Ten BMP 5 BASE 9.75 17.057 21.000 11908 0.225 0.006 0.0 0.0 Ten BMP 5 BASE 9.83 17.063 21.000 11944 0.239 0.008 0.0 0.0 Ten BMP 5 BASE 9.92 17.069 21.000 11981 0.243 0.009 0.0 0.0 Ten BMP 5 BASE 10.00 17.075 21.000 12019 0.247 0.011 0.0 0.0 Ten BMP 5 BASE 10.08 17.081 21.000 12057 0.260 0.013 0.0 0.0 Ten BMP 5 BASE 10.17 17.087 21.000 12098 0.287 0.015 0.0 0.0 Ten BMP 5 BASE 10.25 17.094 21.000 12143 0.315 0.017 0.0 0.0 Ten BMP 5 BASE 10.33 17.102 21.000 12191 0.340 0.020 0.0 0.0 Ten BMP 5 BASE 10.42 17.110 21.000 12243 0.367 0.023 0.0 0.0 Ten BMP 5 BASE 10.50 17.119 21.000 12298 0.392 0.027 0.0 0.0 Ten BMP 5 BASE 10.58 17.128 21.000 12357 0.426 0.031 0.0 0.0 Ten BMP 5 BASE 10.67 17.138 21.000 12422 0.495 0.036 0.0 0.0 Ten BMP 5 BASE 10.75 17.150 21.000 12498 0.568 0.042 0.0 0.0 Ten BMP 5 BASE 10.83 17.163 21.000 12582 0.633 0.049 0.0 0.0 Ten BMP 5 BASE 10.92 17.178 21.000 12676 0.714 0.058 0.1 0.0 Ten BMP 5 BASE 11.00 17.194 21.000 12779 0.790 0.068 0.1 0.0 Ten BMP 5 BASE 11.08 17.212 21.000 12891 0.851 0.079 0.1 0.0 Ten BMP 5 BASE 11.17 17.230 21.000 13008 0.912 0.091 0.1 0.0 Ten BMP 5 BASE 11.25 17.250 21.000 13131 0.966 0.104 0.1 0.0 Ten BMP 5 BASE 11.33 17.270 21.000 13259 1.051 0.118 0.1 0.0 Ten BMP 5 BASE 11.42 17.292 21.000 13403 1.214 0.132 0.1 0.0 Ten BMP 5 BASE 11.50 17.318 21.000 13568 1.393 0.147 0.1 0.0 Ten BMP 5 BASE 11.58 17.352 21.000 13779 2.098 0.166 0.1 0.0 Ten BMP 5 BASE 11.67 17.409 21.000 14145 3.755 0.207 0.1 0.0 Ten BMP 5 BASE 11.75 17.501 21.000 14725 5.447 0.243 0.2 0.0 Ten BMP 5 BASE 11.83 17.627 21.000 14977 8.059 0.285 0.2 0.0 Ten BMP 5 BASE 11.92 17.833 21.000 15391 14.020 0.343 0.3 0.0 Ten BMP 5 BASE 12.00 18.160 21.000 16046 20.844 0.419 0.4 0.0 Ten BMP 5 BASE 12.08 18.555 21.000 16837 22.210 0.495 0.6 0.0 Ten BMP 5 BASE 12.17 18.893 21.000 17514 16.559 0.552 0.7 0.0 Ten BMP 5 BASE 12.25 19.106 21.000 17951 10.238 0.585 0.8 0.0 Ten BMP 5 BASE 12.33 19.237 21.000 18225 6.989 0.604 0.8 0.0 Ten BMP 5 BASE 12.42 19.324 21.000 18405 4.957 0.617 0.9 0.0 Ten BMP 5 BASE 12.50 19.383 21.000 18530 3.760 0.625 0.9 0.0 Ten BMP 5 BASE 12.58 19.429 21.000 18626 3.215 0.632 0.9 0.0 Ten BMP 5 BASE 12.67 19.468 21.000 18707 2.888 0.637 1.0 0.0 Ten BMP 5 BASE 12.75 19.502 21.000 18779 2.718 0.642 1.0 0.1 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 17 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 5 BASE 12.83 19.534 21.000 18846 2.559 0.646 1.0 0.1 Ten BMP 5 BASE 12.92 19.562 21.000 18905 2.289 0.650 1.0 0.1 Ten BMP 5 BASE 13.00 19.586 21.000 18955 2.062 0.653 1.0 0.1 Ten BMP 5 BASE 13.08 19.608 21.000 19000 1.949 0.656 1.0 0.1 Ten BMP 5 BASE 13.17 19.627 21.000 19041 1.857 0.659 1.1 0.1 Ten BMP 5 BASE 13.25 19.646 21.000 19079 1.789 0.661 1.1 0.1 Ten BMP 5 BASE 13.33 19.663 21.000 19115 1.713 0.663 1.1 0.1 Ten BMP 5 BASE 13.42 19.678 21.000 19147 1.582 0.666 1.1 0.1 Ten BMP 5 BASE 13.50 19.692 21.000 19175 1.468 0.667 1.1 0.1 Ten BMP 5 BASE 13.58 19.704 21.000 19200 1.410 0.669 1.1 0.1 Ten BMP 5 BASE 13.67 19.715 21.000 19224 1.359 0.670 1.1 0.1 Ten BMP 5 BASE 13.75 19.725 21.000 19245 1.319 0.672 1.1 0.1 Ten BMP 5 BASE 13.83 19.735 21.000 19266 1.288 0.673 1.1 0.1 Ten BMP 5 BASE 13.92 19.744 21.000 19285 1.243 0.674 1.1 0.1 Ten BMP 5 BASE 14.00 19.753 21.000 19303 1.205 0.675 1.2 0.1 Ten BMP 5 BASE 14.08 19.761 21.000 19319 1.142 0.676 1.2 0.1 Ten BMP 5 BASE 14.17 19.767 21.000 19333 1.079 0.677 1.2 0.1 Ten BMP 5 BASE 14.25 19.773 21.000 19345 1.016 0.678 1.2 0.1 Ten BMP 5 BASE 14.33 19.778 21.000 19356 0.995 0.679 1.2 0.1 Ten BMP 5 BASE 14.42 19.783 21.000 19366 0.974 0.679 1.2 0.1 Ten BMP 5 BASE 14.50 19.787 21.000 19375 0.954 0.680 1.2 0.2 Ten BMP 5 BASE 14.58 19.791 21.000 19383 0.903 0.680 1.2 0.2 Ten BMP 5 BASE 14.67 19.794 21.000 19389 0.852 0.681 1.2 0.2 Ten BMP 5 BASE 14.75 19.796 21.000 19394 0.801 0.681 1.2 0.2 Ten BMP 5 BASE 14.83 19.798 21.000 19398 0.805 0.681 1.2 0.2 Ten BMP 5 BASE 14.92 19.800 21.000 19402 0.809 0.681 1.2 0.2 Ten BMP 5 BASE 15.00 19.802 21.000 19406 0.814 0.682 1.2 0.2 Ten BMP 5 BASE 15.50 19.812 21.000 19428 0.692 0.683 1.3 0.2 Ten BMP 5 BASE 16.00 19.813 21.000 19429 0.667 0.683 1.3 0.2 Ten BMP 5 BASE 16.50 19.813 21.000 19430 0.670 0.683 1.3 0.3 Ten BMP 5 BASE 17.00 19.808 21.000 19419 0.604 0.683 1.3 0.3 Ten BMP 5 BASE 17.50 19.799 21.000 19399 0.591 0.681 1.4 0.3 Ten BMP 5 BASE 18.00 19.787 21.000 19375 0.504 0.680 1.4 0.3 Ten BMP 5 BASE 18.50 19.769 21.000 19337 0.452 0.677 1.4 0.4 Ten BMP 5 BASE 19.00 19.749 21.000 19295 0.452 0.675 1.4 0.4 Ten BMP 5 BASE 19.50 19.730 21.000 19254 0.454 0.672 1.4 0.4 Ten BMP 5 BASE 20.00 19.709 21.000 19211 0.397 0.670 1.5 0.5 Ten BMP 5 BASE 20.50 19.680 21.000 19151 0.359 0.666 1.5 0.5 Ten BMP 5 BASE 21.00 19.651 21.000 19089 0.359 0.662 1.5 0.5 Ten BMP 5 BASE 21.50 19.622 21.000 19030 0.343 0.658 1.5 0.5 Ten BMP 5 BASE 22.00 19.593 21.000 18970 0.343 0.654 1.5 0.6 Ten BMP 5 BASE 22.50 19.565 21.000 18910 0.344 0.650 1.5 0.6 Ten BMP 5 BASE 23.00 19.537 21.000 18852 0.369 0.647 1.6 0.6 Ten BMP 5 BASE 23.50 19.510 21.000 18794 0.362 0.643 1.6 0.6 Ten BMP 5 BASE 24.00 19.480 21.000 18732 0.273 0.639 1.6 0.7 Ten BMP 5 BASE 24.50 19.428 21.000 18625 0.005 0.632 1.6 0.7 Ten BMP 5 BASE 25.00 19.368 21.000 18497 0.000 0.623 1.6 0.7 Ten BMP 5 BASE 25.50 19.307 21.000 18371 0.000 0.614 1.6 0.8 Ten BMP 5 BASE 26.00 19.247 21.000 18246 0.000 0.606 1.6 0.8 Ten BMP 5 BASE 26.50 19.188 21.000 18121 0.000 0.597 1.6 0.8 Ten BMP 5 BASE 27.00 19.129 21.000 17998 0.000 0.588 1.6 0.8 Ten BMP 5 BASE 27.50 19.070 21.000 17875 0.000 0.579 1.6 0.9 Ten BMP 5 BASE 28.00 19.012 21.000 17754 0.000 0.570 1.6 0.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 18 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 5 BASE 28.50 18.954 21.000 17637 0.000 0.561 1.6 0.9 Ten BMP 5 BASE 29.00 18.897 21.000 17523 0.000 0.552 1.6 0.9 Ten BMP 5 BASE 29.50 18.841 21.000 17410 0.000 0.543 1.6 0.9 Ten BMP 5 BASE 30.00 18.785 21.000 17298 0.000 0.534 1.6 1.0 Ten BMP 5 BASE 30.50 18.730 21.000 17187 0.000 0.525 1.6 1.0 Ten BMP 5 BASE 31.00 18.675 21.000 17078 0.000 0.516 1.6 1.0 Ten BMP 5 BASE 31.50 18.621 21.000 16969 0.000 0.506 1.6 1.0 Ten BMP 5 BASE 32.00 18.568 21.000 16862 0.000 0.497 1.6 1.1 Ten BMP 5 BASE 32.50 18.515 21.000 16757 0.000 0.488 1.6 1.1 Ten BMP 5 BASE 33.00 18.463 21.000 16653 0.000 0.478 1.6 1.1 Ten BMP 5 BASE 33.50 18.412 21.000 16550 0.000 0.469 1.6 1.1 Ten BMP 5 BASE 34.00 18.361 21.000 16448 0.000 0.459 1.6 1.1 Ten BMP 5 BASE 34.50 18.311 21.000 16348 0.000 0.449 1.6 1.2 Ten BMP 5 BASE 35.00 18.262 21.000 16250 0.000 0.439 1.6 1.2 Ten BMP 5 BASE 35.50 18.214 21.000 16153 0.000 0.430 1.6 1.2 Ten BMP 5 BASE 36.00 18.166 21.000 16058 0.000 0.420 1.6 1.2 Ten BMP 5 BASE 36.50 18.120 21.000 15965 0.000 0.410 1.6 1.2 Ten BMP 5 BASE 37.00 18.074 21.000 15873 0.000 0.400 1.6 1.2 Ten BMP 5 BASE 37.50 18.029 21.000 15783 0.000 0.390 1.6 1.3 Ten BMP 5 BASE 38.00 17.985 21.000 15695 0.000 0.380 1.6 1.3 Ten BMP 5 BASE 38.50 17.942 21.000 15609 0.000 0.370 1.6 1.3 Ten BMP 5 BASE 39.00 17.900 21.000 15524 0.000 0.360 1.6 1.3 Ten BMP 5 BASE 39.50 17.858 21.000 15441 0.000 0.349 1.6 1.3 Ten BMP 5 BASE 40.00 17.818 21.000 15361 0.000 0.339 1.6 1.3 Ten BMP 5 BASE 40.50 17.779 21.000 15282 0.000 0.329 1.6 1.3 Ten BMP 5 BASE 41.00 17.741 21.000 15206 0.000 0.318 1.6 1.4 Ten BMP 5 BASE 41.50 17.704 21.000 15131 0.000 0.308 1.6 1.4 Ten BMP 5 BASE 42.00 17.668 21.000 15059 0.000 0.297 1.6 1.4 Ten BMP 5 BASE 42.50 17.633 21.000 14989 0.000 0.287 1.6 1.4 Ten BMP 5 BASE 43.00 17.599 21.000 14921 0.000 0.276 1.6 1.4 Ten BMP 5 BASE 43.50 17.566 21.000 14856 0.000 0.265 1.6 1.4 Ten BMP 5 BASE 44.00 17.534 21.000 14792 0.000 0.255 1.6 1.4 Ten BMP 5 BASE 44.50 17.504 21.000 14731 0.000 0.244 1.6 1.4 Ten BMP 5 BASE 45.00 17.475 21.000 14563 0.000 0.233 1.6 1.4 Ten BMP 5 BASE 45.50 17.446 21.000 14383 0.000 0.222 1.6 1.5 Ten BMP 5 BASE 46.00 17.419 21.000 14209 0.000 0.211 1.6 1.5 Ten BMP 5 BASE 46.50 17.393 21.000 14043 0.000 0.198 1.6 1.5 Ten BMP 5 BASE 47.00 17.369 21.000 13889 0.000 0.179 1.6 1.5 Ten BMP 5 BASE 47.50 17.347 21.000 13747 0.000 0.162 1.6 1.5 Ten BMP 5 BASE 48.00 17.326 21.000 13617 0.000 0.151 1.6 1.5 Ten BMP 5 BASE 48.00 17.326 21.000 13617 0.000 0.151 1.6 1.5 Ten BMP 6 BASE 0.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 0.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 19 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 6 BASE 0.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 1.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 2.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 3.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 4.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 20 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 6 BASE 5.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 5.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.58 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.67 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.75 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.83 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 6.92 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.00 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.08 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.17 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.25 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.33 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.42 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.50 16.000 19.000 13286 0.000 0.000 0.0 0.0 Ten BMP 6 BASE 7.58 16.000 19.000 13286 0.001 0.000 0.0 0.0 Ten BMP 6 BASE 7.67 16.000 19.000 13286 0.004 0.000 0.0 0.0 Ten BMP 6 BASE 7.75 16.000 19.000 13286 0.007 0.000 0.0 0.0 Ten BMP 6 BASE 7.83 16.000 19.000 13286 0.011 0.000 0.0 0.0 Ten BMP 6 BASE 7.92 16.001 19.000 13287 0.014 0.000 0.0 0.0 Ten BMP 6 BASE 8.00 16.001 19.000 13287 0.018 0.000 0.0 0.0 Ten BMP 6 BASE 8.08 16.002 19.000 13288 0.023 0.000 0.0 0.0 Ten BMP 6 BASE 8.17 16.002 19.000 13289 0.027 0.000 0.0 0.0 Ten BMP 6 BASE 8.25 16.003 19.000 13290 0.032 0.000 0.0 0.0 Ten BMP 6 BASE 8.33 16.004 19.000 13291 0.038 0.000 0.0 0.0 Ten BMP 6 BASE 8.42 16.005 19.000 13293 0.048 0.000 0.0 0.0 Ten BMP 6 BASE 8.50 16.006 19.000 13295 0.057 0.000 0.0 0.0 Ten BMP 6 BASE 8.58 16.007 19.000 13297 0.065 0.000 0.0 0.0 Ten BMP 6 BASE 8.67 16.009 19.000 13299 0.070 0.000 0.0 0.0 Ten BMP 6 BASE 8.75 16.010 19.000 13302 0.074 0.000 0.0 0.0 Ten BMP 6 BASE 8.83 16.012 19.000 13305 0.080 0.000 0.0 0.0 Ten BMP 6 BASE 8.92 16.014 19.000 13308 0.089 0.000 0.0 0.0 Ten BMP 6 BASE 9.00 16.016 19.000 13311 0.097 0.000 0.0 0.0 Ten BMP 6 BASE 9.08 16.018 19.000 13314 0.107 0.000 0.0 0.0 Ten BMP 6 BASE 9.17 16.021 19.000 13318 0.120 0.001 0.0 0.0 Ten BMP 6 BASE 9.25 16.024 19.000 13323 0.133 0.001 0.0 0.0 Ten BMP 6 BASE 9.33 16.027 19.000 13328 0.141 0.001 0.0 0.0 Ten BMP 6 BASE 9.42 16.030 19.000 13333 0.145 0.002 0.0 0.0 Ten BMP 6 BASE 9.50 16.033 19.000 13338 0.148 0.002 0.0 0.0 Ten BMP 6 BASE 9.58 16.037 19.000 13343 0.158 0.002 0.0 0.0 Ten BMP 6 BASE 9.67 16.040 19.000 13349 0.177 0.003 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 21 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 6 BASE 9.75 16.044 19.000 13355 0.197 0.004 0.0 0.0 Ten BMP 6 BASE 9.83 16.049 19.000 13362 0.209 0.005 0.0 0.0 Ten BMP 6 BASE 9.92 16.053 19.000 13370 0.213 0.005 0.0 0.0 Ten BMP 6 BASE 10.00 16.058 19.000 13377 0.216 0.006 0.0 0.0 Ten BMP 6 BASE 10.08 16.063 19.000 13384 0.227 0.008 0.0 0.0 Ten BMP 6 BASE 10.17 16.068 19.000 13393 0.251 0.009 0.0 0.0 Ten BMP 6 BASE 10.25 16.074 19.000 13401 0.276 0.011 0.0 0.0 Ten BMP 6 BASE 10.33 16.080 19.000 13411 0.297 0.012 0.0 0.0 Ten BMP 6 BASE 10.42 16.087 19.000 13421 0.321 0.015 0.0 0.0 Ten BMP 6 BASE 10.50 16.094 19.000 13433 0.343 0.017 0.0 0.0 Ten BMP 6 BASE 10.58 16.101 19.000 13444 0.373 0.020 0.0 0.0 Ten BMP 6 BASE 10.67 16.110 19.000 13458 0.433 0.023 0.0 0.0 Ten BMP 6 BASE 10.75 16.119 19.000 13473 0.497 0.027 0.0 0.0 Ten BMP 6 BASE 10.83 16.130 19.000 13490 0.554 0.032 0.0 0.0 Ten BMP 6 BASE 10.92 16.143 19.000 13510 0.624 0.038 0.0 0.0 Ten BMP 6 BASE 11.00 16.156 19.000 13531 0.691 0.046 0.1 0.0 Ten BMP 6 BASE 11.08 16.171 19.000 13555 0.745 0.054 0.1 0.0 Ten BMP 6 BASE 11.17 16.187 19.000 13579 0.797 0.063 0.1 0.0 Ten BMP 6 BASE 11.25 16.204 19.000 13605 0.845 0.074 0.1 0.0 Ten BMP 6 BASE 11.33 16.221 19.000 13633 0.919 0.085 0.1 0.0 Ten BMP 6 BASE 11.42 16.241 19.000 13663 1.062 0.098 0.1 0.0 Ten BMP 6 BASE 11.50 16.264 19.000 13699 1.218 0.114 0.1 0.0 Ten BMP 6 BASE 11.58 16.293 19.000 13745 1.835 0.133 0.1 0.0 Ten BMP 6 BASE 11.67 16.344 19.000 13825 3.284 0.161 0.1 0.0 Ten BMP 6 BASE 11.75 16.428 19.000 13956 4.764 0.214 0.1 0.0 Ten BMP 6 BASE 11.83 16.544 19.000 14139 7.048 0.258 0.2 0.0 Ten BMP 6 BASE 11.92 16.736 19.000 14440 12.261 0.317 0.2 0.0 Ten BMP 6 BASE 12.00 17.041 19.000 14923 18.230 0.393 0.4 0.0 Ten BMP 6 BASE 12.08 17.414 19.000 15539 19.425 0.469 0.5 0.0 Ten BMP 6 BASE 12.17 17.734 19.000 16068 14.482 0.526 0.6 0.0 Ten BMP 6 BASE 12.25 17.937 19.000 16405 8.954 0.559 0.7 0.0 Ten BMP 6 BASE 12.33 18.060 19.000 16611 6.113 0.945 0.7 0.0 Ten BMP 6 BASE 12.42 18.128 19.000 16727 4.336 1.738 0.8 0.0 Ten BMP 6 BASE 12.50 18.160 19.000 16780 3.289 2.196 0.8 0.1 Ten BMP 6 BASE 12.58 18.173 19.000 16802 2.812 2.396 0.8 0.1 Ten BMP 6 BASE 12.67 18.176 19.000 16809 2.526 2.458 0.8 0.1 Ten BMP 6 BASE 12.75 18.176 19.000 16808 2.377 2.453 0.9 0.1 Ten BMP 6 BASE 12.83 18.174 19.000 16805 2.238 2.419 0.9 0.1 Ten BMP 6 BASE 12.92 18.169 19.000 16797 2.002 2.345 0.9 0.1 Ten BMP 6 BASE 13.00 18.162 19.000 16785 1.803 2.235 0.9 0.2 Ten BMP 6 BASE 13.08 18.155 19.000 16772 1.705 2.120 0.9 0.2 Ten BMP 6 BASE 13.17 18.147 19.000 16760 1.624 2.013 0.9 0.2 Ten BMP 6 BASE 13.25 18.141 19.000 16748 1.565 1.917 0.9 0.2 Ten BMP 6 BASE 13.33 18.135 19.000 16738 1.498 1.831 0.9 0.2 Ten BMP 6 BASE 13.42 18.128 19.000 16728 1.384 1.746 1.0 0.2 Ten BMP 6 BASE 13.50 18.122 19.000 16716 1.284 1.656 1.0 0.2 Ten BMP 6 BASE 13.58 18.115 19.000 16705 1.233 1.572 1.0 0.2 Ten BMP 6 BASE 13.67 18.110 19.000 16695 1.188 1.498 1.0 0.3 Ten BMP 6 BASE 13.75 18.104 19.000 16686 1.154 1.432 1.0 0.3 Ten BMP 6 BASE 13.83 18.100 19.000 16679 1.126 1.374 1.0 0.3 Ten BMP 6 BASE 13.92 18.095 19.000 16671 1.087 1.323 1.0 0.3 Ten BMP 6 BASE 14.00 18.091 19.000 16664 1.053 1.275 1.0 0.3 Ten BMP 6 BASE 14.08 18.087 19.000 16657 0.998 1.228 1.0 0.3 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 22 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 6 BASE 14.17 18.083 19.000 16650 0.943 1.181 1.0 0.3 Ten BMP 6 BASE 14.25 18.079 19.000 16643 0.888 1.134 1.0 0.3 Ten BMP 6 BASE 14.33 18.074 19.000 16636 0.870 1.090 1.0 0.3 Ten BMP 6 BASE 14.42 18.071 19.000 16629 0.852 1.051 1.0 0.3 Ten BMP 6 BASE 14.50 18.067 19.000 16623 0.834 1.016 1.0 0.3 Ten BMP 6 BASE 14.58 18.064 19.000 16618 0.790 0.983 1.1 0.3 Ten BMP 6 BASE 14.67 18.060 19.000 16611 0.745 0.949 1.1 0.4 Ten BMP 6 BASE 14.75 18.056 19.000 16605 0.701 0.914 1.1 0.4 Ten BMP 6 BASE 14.83 18.053 19.000 16599 0.704 0.882 1.1 0.4 Ten BMP 6 BASE 14.92 18.050 19.000 16594 0.708 0.857 1.1 0.4 Ten BMP 6 BASE 15.00 18.047 19.000 16590 0.712 0.836 1.1 0.4 Ten BMP 6 BASE 15.50 18.036 19.000 16571 0.605 0.749 1.1 0.4 Ten BMP 6 BASE 16.00 18.025 19.000 16552 0.583 0.674 1.1 0.4 Ten BMP 6 BASE 16.50 18.019 19.000 16542 0.586 0.639 1.2 0.5 Ten BMP 6 BASE 17.00 18.012 19.000 16529 0.528 0.602 1.2 0.5 Ten BMP 6 BASE 17.50 18.003 19.000 16514 0.517 0.573 1.2 0.5 Ten BMP 6 BASE 18.00 17.994 19.000 16499 0.441 0.568 1.2 0.5 Ten BMP 6 BASE 18.50 17.978 19.000 16473 0.395 0.565 1.2 0.6 Ten BMP 6 BASE 19.00 17.961 19.000 16444 0.396 0.562 1.3 0.6 Ten BMP 6 BASE 19.50 17.944 19.000 16416 0.397 0.560 1.3 0.6 Ten BMP 6 BASE 20.00 17.926 19.000 16386 0.347 0.557 1.3 0.6 Ten BMP 6 BASE 20.50 17.900 19.000 16343 0.314 0.553 1.3 0.7 Ten BMP 6 BASE 21.00 17.873 19.000 16298 0.314 0.548 1.3 0.7 Ten BMP 6 BASE 21.50 17.847 19.000 16256 0.300 0.544 1.3 0.7 Ten BMP 6 BASE 22.00 17.821 19.000 16213 0.300 0.540 1.3 0.7 Ten BMP 6 BASE 22.50 17.795 19.000 16170 0.301 0.536 1.3 0.7 Ten BMP 6 BASE 23.00 17.771 19.000 16130 0.323 0.532 1.4 0.8 Ten BMP 6 BASE 23.50 17.746 19.000 16089 0.317 0.528 1.4 0.8 Ten BMP 6 BASE 24.00 17.720 19.000 16045 0.239 0.523 1.4 0.8 Ten BMP 6 BASE 24.50 17.671 19.000 15965 0.004 0.515 1.4 0.8 Ten BMP 6 BASE 25.00 17.614 19.000 15870 0.000 0.505 1.4 0.9 Ten BMP 6 BASE 25.50 17.557 19.000 15776 0.000 0.495 1.4 0.9 Ten BMP 6 BASE 26.00 17.501 19.000 15683 0.000 0.485 1.4 0.9 Ten BMP 6 BASE 26.50 17.445 19.000 15591 0.000 0.475 1.4 0.9 Ten BMP 6 BASE 27.00 17.391 19.000 15501 0.000 0.465 1.4 0.9 Ten BMP 6 BASE 27.50 17.338 19.000 15413 0.000 0.454 1.4 1.0 Ten BMP 6 BASE 28.00 17.285 19.000 15326 0.000 0.444 1.4 1.0 Ten BMP 6 BASE 28.50 17.233 19.000 15240 0.000 0.434 1.4 1.0 Ten BMP 6 BASE 29.00 17.182 19.000 15156 0.000 0.423 1.4 1.0 Ten BMP 6 BASE 29.50 17.133 19.000 15074 0.000 0.413 1.4 1.0 Ten BMP 6 BASE 30.00 17.084 19.000 14993 0.000 0.402 1.4 1.0 Ten BMP 6 BASE 30.50 17.036 19.000 14914 0.000 0.392 1.4 1.1 Ten BMP 6 BASE 31.00 16.989 19.000 14837 0.000 0.381 1.4 1.1 Ten BMP 6 BASE 31.50 16.944 19.000 14766 0.000 0.370 1.4 1.1 Ten BMP 6 BASE 32.00 16.899 19.000 14696 0.000 0.359 1.4 1.1 Ten BMP 6 BASE 32.50 16.856 19.000 14628 0.000 0.349 1.4 1.1 Ten BMP 6 BASE 33.00 16.813 19.000 14561 0.000 0.338 1.4 1.1 Ten BMP 6 BASE 33.50 16.772 19.000 14497 0.000 0.327 1.4 1.1 Ten BMP 6 BASE 34.00 16.732 19.000 14434 0.000 0.316 1.4 1.2 Ten BMP 6 BASE 34.50 16.693 19.000 14373 0.000 0.305 1.4 1.2 Ten BMP 6 BASE 35.00 16.656 19.000 14314 0.000 0.294 1.4 1.2 Ten BMP 6 BASE 35.50 16.620 19.000 14257 0.000 0.283 1.4 1.2 Ten BMP 6 BASE 36.00 16.585 19.000 14202 0.000 0.271 1.4 1.2 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 23 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 6 BASE 36.50 16.551 19.000 14149 0.000 0.260 1.4 1.2 Ten BMP 6 BASE 37.00 16.518 19.000 14099 0.000 0.249 1.4 1.2 Ten BMP 6 BASE 37.50 16.487 19.000 14050 0.000 0.238 1.4 1.2 Ten BMP 6 BASE 38.00 16.457 19.000 14003 0.000 0.226 1.4 1.2 Ten BMP 6 BASE 38.50 16.429 19.000 13959 0.000 0.215 1.4 1.3 Ten BMP 6 BASE 39.00 16.402 19.000 13916 0.000 0.204 1.4 1.3 Ten BMP 6 BASE 39.50 16.377 19.000 13877 0.000 0.185 1.4 1.3 Ten BMP 6 BASE 40.00 16.354 19.000 13841 0.000 0.168 1.4 1.3 Ten BMP 6 BASE 40.50 16.333 19.000 13808 0.000 0.152 1.4 1.3 Ten BMP 6 BASE 41.00 16.314 19.000 13777 0.000 0.145 1.4 1.3 Ten BMP 6 BASE 41.50 16.295 19.000 13749 0.000 0.134 1.4 1.3 Ten BMP 6 BASE 42.00 16.278 19.000 13722 0.000 0.123 1.4 1.3 Ten BMP 6 BASE 42.50 16.263 19.000 13698 0.000 0.113 1.4 1.3 Ten BMP 6 BASE 43.00 16.249 19.000 13676 0.000 0.104 1.4 1.3 Ten BMP 6 BASE 43.50 16.236 19.000 13655 0.000 0.095 1.4 1.3 Ten BMP 6 BASE 44.00 16.224 19.000 13637 0.000 0.087 1.4 1.3 Ten BMP 6 BASE 44.50 16.213 19.000 13619 0.000 0.079 1.4 1.3 Ten BMP 6 BASE 45.00 16.203 19.000 13604 0.000 0.073 1.4 1.3 Ten BMP 6 BASE 45.50 16.193 19.000 13589 0.000 0.067 1.4 1.3 Ten BMP 6 BASE 46.00 16.185 19.000 13576 0.000 0.062 1.4 1.3 Ten BMP 6 BASE 46.50 16.177 19.000 13563 0.000 0.057 1.4 1.3 Ten BMP 6 BASE 47.00 16.170 19.000 13552 0.000 0.053 1.4 1.3 Ten BMP 6 BASE 47.50 16.163 19.000 13541 0.000 0.049 1.4 1.3 Ten BMP 6 BASE 48.00 16.157 19.000 13531 0.000 0.046 1.4 1.3 Ten BMP 6 BASE 48.00 16.157 19.000 13531 0.000 0.046 1.4 1.3 Ten BMP 7 BASE 0.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 0.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 1.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 24 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 7 BASE 2.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 2.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 3.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 4.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 5.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 25 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 7 BASE 6.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 6.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 7.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.58 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.67 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.75 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.83 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 8.92 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.00 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.08 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.17 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.25 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.33 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.42 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.50 12.000 16.000 5227 0.000 0.000 0.0 0.0 Ten BMP 7 BASE 9.58 12.000 16.000 5227 0.001 0.000 0.0 0.0 Ten BMP 7 BASE 9.67 12.000 16.000 5227 0.005 0.000 0.0 0.0 Ten BMP 7 BASE 9.75 12.001 16.000 5228 0.011 0.000 0.0 0.0 Ten BMP 7 BASE 9.83 12.002 16.000 5229 0.018 0.000 0.0 0.0 Ten BMP 7 BASE 9.92 12.003 16.000 5230 0.023 0.000 0.0 0.0 Ten BMP 7 BASE 10.00 12.004 16.000 5231 0.029 0.000 0.0 0.0 Ten BMP 7 BASE 10.08 12.006 16.000 5233 0.037 0.000 0.0 0.0 Ten BMP 7 BASE 10.17 12.008 16.000 5236 0.047 0.000 0.0 0.0 Ten BMP 7 BASE 10.25 12.011 16.000 5239 0.057 0.000 0.0 0.0 Ten BMP 7 BASE 10.33 12.015 16.000 5242 0.068 0.000 0.0 0.0 Ten BMP 7 BASE 10.42 12.019 16.000 5246 0.080 0.001 0.0 0.0 Ten BMP 7 BASE 10.50 12.024 16.000 5251 0.090 0.001 0.0 0.0 Ten BMP 7 BASE 10.58 12.030 16.000 5257 0.109 0.001 0.0 0.0 Ten BMP 7 BASE 10.67 12.037 16.000 5264 0.141 0.002 0.0 0.0 Ten BMP 7 BASE 10.75 12.045 16.000 5272 0.166 0.004 0.0 0.0 Ten BMP 7 BASE 10.83 12.055 16.000 5282 0.197 0.006 0.0 0.0 Ten BMP 7 BASE 10.92 12.067 16.000 5294 0.236 0.009 0.0 0.0 Ten BMP 7 BASE 11.00 12.081 16.000 5308 0.266 0.013 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 26 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 7 BASE 11.08 12.096 16.000 5323 0.298 0.018 0.0 0.0 Ten BMP 7 BASE 11.17 12.112 16.000 5340 0.330 0.024 0.0 0.0 Ten BMP 7 BASE 11.25 12.130 16.000 5357 0.358 0.032 0.0 0.0 Ten BMP 7 BASE 11.33 12.149 16.000 5377 0.421 0.042 0.0 0.0 Ten BMP 7 BASE 11.42 12.173 16.000 5401 0.521 0.055 0.0 0.0 Ten BMP 7 BASE 11.50 12.201 16.000 5428 0.601 0.072 0.0 0.0 Ten BMP 7 BASE 11.58 12.242 16.000 5470 1.232 0.099 0.0 0.0 Ten BMP 7 BASE 11.67 12.332 16.000 5560 2.299 0.152 0.0 0.0 Ten BMP 7 BASE 11.75 12.465 16.000 5693 3.032 0.229 0.1 0.0 Ten BMP 7 BASE 11.83 12.653 16.000 5881 5.406 0.293 0.1 0.0 Ten BMP 7 BASE 11.92 13.025 16.000 6257 10.431 0.389 0.1 0.0 Ten BMP 7 BASE 12.00 13.577 16.000 6857 14.255 0.499 0.2 0.0 Ten BMP 7 BASE 12.08 14.139 16.000 7469 12.278 0.590 0.3 0.0 Ten BMP 7 BASE 12.17 14.477 16.000 7837 6.471 0.638 0.4 0.0 Ten BMP 7 BASE 12.25 14.623 16.000 7996 3.904 1.674 0.4 0.0 Ten BMP 7 BASE 12.33 14.671 16.000 8049 2.825 2.332 0.4 0.0 Ten BMP 7 BASE 12.42 14.672 16.000 8050 2.072 2.345 0.5 0.1 Ten BMP 7 BASE 12.50 14.659 16.000 8036 1.823 2.163 0.5 0.1 Ten BMP 7 BASE 12.58 14.648 16.000 8024 1.736 2.007 0.5 0.1 Ten BMP 7 BASE 12.67 14.639 16.000 8014 1.651 1.879 0.5 0.1 Ten BMP 7 BASE 12.75 14.632 16.000 8006 1.619 1.783 0.5 0.1 Ten BMP 7 BASE 12.83 14.625 16.000 7999 1.474 1.698 0.5 0.1 Ten BMP 7 BASE 12.92 14.615 16.000 7987 1.272 1.571 0.5 0.1 Ten BMP 7 BASE 13.00 14.604 16.000 7976 1.192 1.446 0.5 0.1 Ten BMP 7 BASE 13.08 14.596 16.000 7967 1.152 1.351 0.5 0.2 Ten BMP 7 BASE 13.17 14.589 16.000 7959 1.104 1.275 0.6 0.2 Ten BMP 7 BASE 13.25 14.583 16.000 7953 1.084 1.215 0.6 0.2 Ten BMP 7 BASE 13.33 14.578 16.000 7947 1.015 1.164 0.6 0.2 Ten BMP 7 BASE 13.42 14.571 16.000 7940 0.913 1.100 0.6 0.2 Ten BMP 7 BASE 13.50 14.565 16.000 7933 0.872 1.037 0.6 0.2 Ten BMP 7 BASE 13.58 14.559 16.000 7927 0.850 0.987 0.6 0.2 Ten BMP 7 BASE 13.67 14.554 16.000 7921 0.821 0.945 0.6 0.2 Ten BMP 7 BASE 13.75 14.550 16.000 7917 0.808 0.910 0.6 0.2 Ten BMP 7 BASE 13.83 14.546 16.000 7913 0.787 0.881 0.6 0.2 Ten BMP 7 BASE 13.92 14.542 16.000 7909 0.754 0.853 0.6 0.2 Ten BMP 7 BASE 14.00 14.539 16.000 7905 0.739 0.827 0.6 0.2 Ten BMP 7 BASE 14.08 14.535 16.000 7901 0.697 0.802 0.6 0.2 Ten BMP 7 BASE 14.17 14.531 16.000 7896 0.655 0.774 0.6 0.2 Ten BMP 7 BASE 14.25 14.526 16.000 7891 0.613 0.745 0.6 0.3 Ten BMP 7 BASE 14.33 14.522 16.000 7886 0.607 0.719 0.6 0.3 Ten BMP 7 BASE 14.42 14.518 16.000 7882 0.601 0.699 0.6 0.3 Ten BMP 7 BASE 14.50 14.514 16.000 7878 0.594 0.683 0.6 0.3 Ten BMP 7 BASE 14.58 14.510 16.000 7874 0.557 0.667 0.6 0.3 Ten BMP 7 BASE 14.67 14.506 16.000 7869 0.520 0.652 0.7 0.3 Ten BMP 7 BASE 14.75 14.500 16.000 7863 0.483 0.641 0.7 0.3 Ten BMP 7 BASE 14.83 14.494 16.000 7856 0.495 0.641 0.7 0.3 Ten BMP 7 BASE 14.92 14.489 16.000 7851 0.508 0.640 0.7 0.3 Ten BMP 7 BASE 15.00 14.484 16.000 7845 0.520 0.639 0.7 0.3 Ten BMP 7 BASE 15.50 14.452 16.000 7810 0.419 0.635 0.7 0.3 Ten BMP 7 BASE 16.00 14.406 16.000 7761 0.417 0.628 0.7 0.3 Ten BMP 7 BASE 16.50 14.362 16.000 7712 0.419 0.622 0.7 0.4 Ten BMP 7 BASE 17.00 14.309 16.000 7655 0.384 0.615 0.7 0.4 Ten BMP 7 BASE 17.50 14.252 16.000 7593 0.383 0.606 0.8 0.4 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 27 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 7 BASE 18.00 14.192 16.000 7527 0.313 0.598 0.8 0.4 Ten BMP 7 BASE 18.50 14.123 16.000 7452 0.285 0.587 0.8 0.5 Ten BMP 7 BASE 19.00 14.054 16.000 7377 0.286 0.577 0.8 0.5 Ten BMP 7 BASE 19.50 13.987 16.000 7304 0.287 0.567 0.8 0.5 Ten BMP 7 BASE 20.00 13.919 16.000 7230 0.241 0.556 0.8 0.5 Ten BMP 7 BASE 20.50 13.838 16.000 7142 0.234 0.543 0.8 0.6 Ten BMP 7 BASE 21.00 13.759 16.000 7056 0.235 0.530 0.8 0.6 Ten BMP 7 BASE 21.50 13.684 16.000 6974 0.217 0.517 0.8 0.6 Ten BMP 7 BASE 22.00 13.611 16.000 6894 0.218 0.505 0.9 0.6 Ten BMP 7 BASE 22.50 13.540 16.000 6817 0.219 0.492 0.9 0.7 Ten BMP 7 BASE 23.00 13.472 16.000 6744 0.239 0.480 0.9 0.7 Ten BMP 7 BASE 23.50 13.407 16.000 6672 0.238 0.468 0.9 0.7 Ten BMP 7 BASE 24.00 13.339 16.000 6598 0.165 0.455 0.9 0.7 Ten BMP 7 BASE 24.50 13.229 16.000 6479 0.000 0.433 0.9 0.7 Ten BMP 7 BASE 25.00 13.111 16.000 6350 0.000 0.408 0.9 0.7 Ten BMP 7 BASE 25.50 12.998 16.000 6227 0.000 0.383 0.9 0.8 Ten BMP 7 BASE 26.00 12.890 16.000 6119 0.000 0.357 0.9 0.8 Ten BMP 7 BASE 26.50 12.788 16.000 6016 0.000 0.331 0.9 0.8 Ten BMP 7 BASE 27.00 12.692 16.000 5920 0.000 0.304 0.9 0.8 Ten BMP 7 BASE 27.50 12.603 16.000 5831 0.000 0.277 0.9 0.8 Ten BMP 7 BASE 28.00 12.521 16.000 5749 0.000 0.250 0.9 0.8 Ten BMP 7 BASE 28.50 12.446 16.000 5675 0.000 0.222 0.9 0.8 Ten BMP 7 BASE 29.00 12.380 16.000 5608 0.000 0.188 0.9 0.8 Ten BMP 7 BASE 29.50 12.326 16.000 5554 0.000 0.151 0.9 0.9 Ten BMP 7 BASE 30.00 12.281 16.000 5509 0.000 0.125 0.9 0.9 Ten BMP 7 BASE 30.50 12.244 16.000 5472 0.000 0.101 0.9 0.9 Ten BMP 7 BASE 31.00 12.215 16.000 5442 0.000 0.081 0.9 0.9 Ten BMP 7 BASE 31.50 12.191 16.000 5418 0.000 0.065 0.9 0.9 Ten BMP 7 BASE 32.00 12.171 16.000 5398 0.000 0.054 0.9 0.9 Ten BMP 7 BASE 32.50 12.155 16.000 5382 0.000 0.044 0.9 0.9 Ten BMP 7 BASE 33.00 12.141 16.000 5368 0.000 0.037 0.9 0.9 Ten BMP 7 BASE 33.50 12.129 16.000 5357 0.000 0.032 0.9 0.9 Ten BMP 7 BASE 34.00 12.119 16.000 5347 0.000 0.027 0.9 0.9 Ten BMP 7 BASE 34.50 12.111 16.000 5338 0.000 0.024 0.9 0.9 Ten BMP 7 BASE 35.00 12.103 16.000 5331 0.000 0.021 0.9 0.9 Ten BMP 7 BASE 35.50 12.097 16.000 5324 0.000 0.018 0.9 0.9 Ten BMP 7 BASE 36.00 12.091 16.000 5318 0.000 0.016 0.9 0.9 Ten BMP 7 BASE 36.50 12.086 16.000 5313 0.000 0.014 0.9 0.9 Ten BMP 7 BASE 37.00 12.081 16.000 5309 0.000 0.013 0.9 0.9 Ten BMP 7 BASE 37.50 12.077 16.000 5305 0.000 0.012 0.9 0.9 Ten BMP 7 BASE 38.00 12.073 16.000 5301 0.000 0.010 0.9 0.9 Ten BMP 7 BASE 38.50 12.070 16.000 5297 0.000 0.010 0.9 0.9 Ten BMP 7 BASE 39.00 12.067 16.000 5294 0.000 0.009 0.9 0.9 Ten BMP 7 BASE 39.50 12.064 16.000 5291 0.000 0.008 0.9 0.9 Ten BMP 7 BASE 40.00 12.062 16.000 5289 0.000 0.007 0.9 0.9 Ten BMP 7 BASE 40.50 12.059 16.000 5287 0.000 0.007 0.9 0.9 Ten BMP 7 BASE 41.00 12.057 16.000 5284 0.000 0.006 0.9 0.9 Ten BMP 7 BASE 41.50 12.055 16.000 5282 0.000 0.006 0.9 0.9 Ten BMP 7 BASE 42.00 12.053 16.000 5280 0.000 0.005 0.9 0.9 Ten BMP 7 BASE 42.50 12.051 16.000 5279 0.000 0.005 0.9 0.9 Ten BMP 7 BASE 43.00 12.050 16.000 5277 0.000 0.005 0.9 0.9 Ten BMP 7 BASE 43.50 12.048 16.000 5275 0.000 0.004 0.9 0.9 Ten BMP 7 BASE 44.00 12.047 16.000 5274 0.000 0.004 0.9 0.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 28 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten BMP 7 BASE 44.50 12.045 16.000 5273 0.000 0.004 0.9 0.9 Ten BMP 7 BASE 45.00 12.044 16.000 5271 0.000 0.004 0.9 0.9 Ten BMP 7 BASE 45.50 12.043 16.000 5270 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 46.00 12.042 16.000 5269 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 46.50 12.041 16.000 5268 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 47.00 12.040 16.000 5267 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 47.50 12.039 16.000 5266 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 48.00 12.038 16.000 5265 0.000 0.003 0.9 0.9 Ten BMP 7 BASE 48.00 12.038 16.000 5265 0.000 0.003 0.9 0.9 TenPost-Downstream BASE 0.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 0.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 1.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 2.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 29 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Downstream BASE 3.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 3.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 4.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 5.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 6.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 7.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 30 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Downstream BASE 8.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.67 4.800 0.000 29778 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.75 4.800 0.000 29779 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.83 4.800 0.000 29779 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 8.92 4.800 0.000 29779 0.000 0.000 0.0 0.0 TenPost-Downstream BASE 9.00 4.800 0.000 29780 0.001 0.000 0.0 0.0 TenPost-Downstream BASE 9.08 4.800 0.000 29781 0.001 0.000 0.0 0.0 TenPost-Downstream BASE 9.17 4.800 0.000 29782 0.002 0.000 0.0 0.0 TenPost-Downstream BASE 9.25 4.800 0.000 29783 0.003 0.000 0.0 0.0 TenPost-Downstream BASE 9.33 4.800 0.000 29784 0.004 0.000 0.0 0.0 TenPost-Downstream BASE 9.42 4.800 0.000 29786 0.006 0.000 0.0 0.0 TenPost-Downstream BASE 9.50 4.800 0.000 29787 0.007 0.000 0.0 0.0 TenPost-Downstream BASE 9.58 4.800 0.000 29789 0.009 0.000 0.0 0.0 TenPost-Downstream BASE 9.67 4.800 0.000 29790 0.012 0.000 0.0 0.0 TenPost-Downstream BASE 9.75 4.801 0.000 29792 0.015 0.000 0.0 0.0 TenPost-Downstream BASE 9.83 4.801 0.000 29795 0.018 0.000 0.0 0.0 TenPost-Downstream BASE 9.92 4.801 0.000 29797 0.022 0.000 0.0 0.0 TenPost-Downstream BASE 10.00 4.801 0.000 29799 0.027 0.000 0.0 0.0 TenPost-Downstream BASE 10.08 4.801 0.000 29802 0.032 0.000 0.0 0.0 TenPost-Downstream BASE 10.17 4.802 0.000 29805 0.038 0.000 0.0 0.0 TenPost-Downstream BASE 10.25 4.802 0.000 29809 0.046 0.001 0.0 0.0 TenPost-Downstream BASE 10.33 4.803 0.000 29814 0.059 0.001 0.0 0.0 TenPost-Downstream BASE 10.42 4.803 0.000 29821 0.075 0.001 0.0 0.0 TenPost-Downstream BASE 10.50 4.804 0.000 29828 0.094 0.002 0.0 0.0 TenPost-Downstream BASE 10.58 4.805 0.000 29837 0.117 0.003 0.0 0.0 TenPost-Downstream BASE 10.67 4.807 0.000 29847 0.145 0.004 0.0 0.0 TenPost-Downstream BASE 10.75 4.808 0.000 29859 0.182 0.005 0.0 0.0 TenPost-Downstream BASE 10.83 4.810 0.000 29874 0.228 0.008 0.0 0.0 TenPost-Downstream BASE 10.92 4.813 0.000 29891 0.285 0.011 0.0 0.0 TenPost-Downstream BASE 11.00 4.816 0.000 29912 0.356 0.016 0.0 0.0 TenPost-Downstream BASE 11.08 4.819 0.000 29937 0.443 0.023 0.0 0.0 TenPost-Downstream BASE 11.17 4.824 0.000 29966 0.545 0.033 0.0 0.0 TenPost-Downstream BASE 11.25 4.830 0.000 30000 0.663 0.047 0.0 0.0 TenPost-Downstream BASE 11.33 4.836 0.000 30039 0.800 0.067 0.0 0.0 TenPost-Downstream BASE 11.42 4.844 0.000 30086 0.969 0.094 0.0 0.0 TenPost-Downstream BASE 11.50 4.854 0.000 30140 1.181 0.132 0.0 0.0 TenPost-Downstream BASE 11.58 4.865 0.000 30208 1.481 0.185 0.0 0.0 TenPost-Downstream BASE 11.67 4.881 0.000 30303 2.084 0.265 0.1 0.0 TenPost-Downstream BASE 11.75 4.903 0.000 30448 3.248 0.409 0.1 0.0 TenPost-Downstream BASE 11.83 4.939 0.000 30667 5.324 0.694 0.1 0.0 TenPost-Downstream BASE 11.92 4.999 0.000 31035 9.598 1.334 0.2 0.0 TenPost-Downstream BASE 12.00 5.107 0.000 31677 17.711 2.992 0.3 0.0 TenPost-Downstream BASE 12.08 5.275 0.000 32615 27.252 6.910 0.4 0.1 TenPost-Downstream BASE 12.17 5.461 0.000 33603 32.880 13.311 0.6 0.1 TenPost-Downstream BASE 12.25 5.594 0.000 34322 29.620 19.313 0.8 0.2 TenPost-Downstream BASE 12.33 5.665 0.000 34746 30.041 23.084 1.0 0.4 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 31 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Downstream BASE 12.42 5.716 0.000 35054 30.981 25.998 1.2 0.6 TenPost-Downstream BASE 12.50 5.752 0.000 35271 31.554 28.141 1.5 0.8 TenPost-Downstream BASE 12.58 5.776 0.000 35422 32.060 29.667 1.7 0.9 TenPost-Downstream BASE 12.67 5.793 0.000 35529 32.484 30.768 1.9 1.2 TenPost-Downstream BASE 12.75 5.806 0.000 35610 32.946 31.598 2.1 1.4 TenPost-Downstream BASE 12.83 5.817 0.000 35680 33.610 32.330 2.4 1.6 TenPost-Downstream BASE 12.92 5.827 0.000 35745 34.117 33.006 2.6 1.8 TenPost-Downstream BASE 13.00 5.836 0.000 35798 34.488 33.581 2.8 2.0 TenPost-Downstream BASE 13.08 5.843 0.000 35843 34.819 34.062 3.1 2.3 TenPost-Downstream BASE 13.17 5.849 0.000 35880 35.087 34.460 3.3 2.5 TenPost-Downstream BASE 13.25 5.853 0.000 35911 35.286 34.786 3.5 2.8 TenPost-Downstream BASE 13.33 5.857 0.000 35934 35.404 35.042 3.8 3.0 TenPost-Downstream BASE 13.42 5.859 0.000 35948 35.373 35.197 4.0 3.2 TenPost-Downstream BASE 13.50 5.860 0.000 35953 35.224 35.241 4.3 3.5 TenPost-Downstream BASE 13.58 5.859 0.000 35949 35.024 35.188 4.5 3.7 TenPost-Downstream BASE 13.67 5.857 0.000 35938 34.774 35.059 4.8 4.0 TenPost-Downstream BASE 13.75 5.854 0.000 35922 34.478 34.861 5.0 4.2 TenPost-Downstream BASE 13.83 5.851 0.000 35900 34.150 34.612 5.2 4.4 TenPost-Downstream BASE 13.92 5.847 0.000 35875 33.771 34.317 5.5 4.7 TenPost-Downstream BASE 14.00 5.842 0.000 35845 33.352 33.978 5.7 4.9 TenPost-Downstream BASE 14.08 5.836 0.000 35811 32.876 33.594 5.9 5.1 TenPost-Downstream BASE 14.17 5.830 0.000 35772 32.358 33.163 6.2 5.4 TenPost-Downstream BASE 14.25 5.822 0.000 35729 31.803 32.682 6.4 5.6 TenPost-Downstream BASE 14.33 5.815 0.000 35683 31.253 32.176 6.6 5.8 TenPost-Downstream BASE 14.42 5.807 0.000 35636 30.700 31.654 6.8 6.0 TenPost-Downstream BASE 14.50 5.799 0.000 35586 30.142 31.120 7.0 6.3 TenPost-Downstream BASE 14.58 5.790 0.000 35535 29.558 30.573 7.2 6.5 TenPost-Downstream BASE 14.67 5.782 0.000 35482 28.955 30.010 7.4 6.7 TenPost-Downstream BASE 14.75 5.773 0.000 35427 28.345 29.432 7.6 6.9 TenPost-Downstream BASE 14.83 5.763 0.000 35371 27.752 28.849 7.8 7.1 TenPost-Downstream BASE 14.92 5.754 0.000 35314 27.174 28.271 8.0 7.3 TenPost-Downstream BASE 15.00 5.745 0.000 35258 26.601 27.699 8.2 7.5 TenPost-Downstream BASE 15.50 5.689 0.000 34921 23.318 24.430 9.2 8.6 TenPost-Downstream BASE 16.00 5.635 0.000 34589 20.435 21.425 10.1 9.5 TenPost-Downstream BASE 16.50 5.588 0.000 34307 18.245 19.049 10.9 10.3 TenPost-Downstream BASE 17.00 5.550 0.000 34074 16.548 17.192 11.6 11.1 TenPost-Downstream BASE 17.50 5.519 0.000 33890 15.309 15.804 12.3 11.8 TenPost-Downstream BASE 18.00 5.495 0.000 33743 14.307 14.740 12.9 12.4 TenPost-Downstream BASE 18.50 5.473 0.000 33614 13.458 13.836 13.5 13.0 TenPost-Downstream BASE 19.00 5.455 0.000 33502 12.754 13.081 14.0 13.5 TenPost-Downstream BASE 19.50 5.439 0.000 33405 12.173 12.445 14.5 14.1 TenPost-Downstream BASE 20.00 5.426 0.000 33326 11.688 11.933 15.0 14.6 TenPost-Downstream BASE 20.50 5.412 0.000 33243 11.169 11.412 15.5 15.1 TenPost-Downstream BASE 21.00 5.398 0.000 33161 10.656 10.911 16.0 15.5 TenPost-Downstream BASE 21.50 5.385 0.000 33079 10.169 10.421 16.4 16.0 TenPost-Downstream BASE 22.00 5.372 0.000 33006 9.793 9.992 16.8 16.4 TenPost-Downstream BASE 22.50 5.363 0.000 32951 9.522 9.674 17.2 16.8 TenPost-Downstream BASE 23.00 5.356 0.000 32911 9.350 9.445 17.6 17.2 TenPost-Downstream BASE 23.50 5.351 0.000 32882 9.203 9.277 18.0 17.6 TenPost-Downstream BASE 24.00 5.347 0.000 32855 8.996 9.124 18.3 18.0 TenPost-Downstream BASE 24.50 5.330 0.000 32756 8.148 8.587 18.7 18.3 TenPost-Downstream BASE 25.00 5.302 0.000 32583 7.076 7.700 19.0 18.7 TenPost-Downstream BASE 25.50 5.262 0.000 32345 5.805 6.564 19.3 19.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 32 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Downstream BASE 26.00 5.220 0.000 32086 4.676 5.434 19.5 19.2 TenPost-Downstream BASE 26.50 5.179 0.000 31844 3.816 4.472 19.7 19.4 TenPost-Downstream BASE 27.00 5.146 0.000 31647 3.240 3.756 19.8 19.6 TenPost-Downstream BASE 27.50 5.120 0.000 31494 2.846 3.240 19.9 19.7 TenPost-Downstream BASE 28.00 5.101 0.000 31379 2.581 2.876 20.1 19.8 TenPost-Downstream BASE 28.50 5.086 0.000 31291 2.376 2.611 20.2 20.0 TenPost-Downstream BASE 29.00 5.073 0.000 31220 2.208 2.403 20.3 20.1 TenPost-Downstream BASE 29.50 5.063 0.000 31158 2.058 2.232 20.3 20.2 TenPost-Downstream BASE 30.00 5.053 0.000 31102 1.915 2.081 20.4 20.2 TenPost-Downstream BASE 30.50 5.043 0.000 31047 1.773 1.937 20.5 20.3 TenPost-Downstream BASE 31.00 5.034 0.000 30994 1.650 1.802 20.6 20.4 TenPost-Downstream BASE 31.50 5.026 0.000 30947 1.551 1.686 20.6 20.5 TenPost-Downstream BASE 32.00 5.018 0.000 30903 1.454 1.582 20.7 20.5 TenPost-Downstream BASE 32.50 5.011 0.000 30862 1.366 1.487 20.8 20.6 TenPost-Downstream BASE 33.00 5.004 0.000 30824 1.286 1.399 20.8 20.7 TenPost-Downstream BASE 33.50 4.998 0.000 30788 1.213 1.320 20.9 20.7 TenPost-Downstream BASE 34.00 4.992 0.000 30754 1.148 1.247 20.9 20.8 TenPost-Downstream BASE 34.50 4.986 0.000 30723 1.090 1.182 21.0 20.8 TenPost-Downstream BASE 35.00 4.981 0.000 30694 1.036 1.122 21.0 20.9 TenPost-Downstream BASE 35.50 4.976 0.000 30667 0.988 1.068 21.0 20.9 TenPost-Downstream BASE 36.00 4.972 0.000 30642 0.943 1.018 21.1 21.0 TenPost-Downstream BASE 36.50 4.967 0.000 30618 0.902 0.973 21.1 21.0 TenPost-Downstream BASE 37.00 4.963 0.000 30596 0.865 0.931 21.2 21.0 TenPost-Downstream BASE 37.50 4.960 0.000 30574 0.830 0.892 21.2 21.1 TenPost-Downstream BASE 38.00 4.956 0.000 30554 0.799 0.857 21.2 21.1 TenPost-Downstream BASE 38.50 4.952 0.000 30532 0.486 0.817 21.3 21.2 TenPost-Downstream BASE 39.00 4.947 0.000 30507 0.754 0.769 21.3 21.2 TenPost-Downstream BASE 39.50 4.943 0.000 30486 0.733 0.729 21.3 21.2 TenPost-Downstream BASE 40.00 4.938 0.000 30465 0.712 0.691 21.3 21.2 TenPost-Downstream BASE 40.50 4.934 0.000 30445 0.690 0.656 21.4 21.3 TenPost-Downstream BASE 41.00 4.931 0.000 30426 0.669 0.623 21.4 21.3 TenPost-Downstream BASE 41.50 4.927 0.000 30409 0.648 0.593 21.4 21.3 TenPost-Downstream BASE 42.00 4.924 0.000 30392 0.382 0.565 21.4 21.4 TenPost-Downstream BASE 42.50 4.920 0.000 30375 0.607 0.538 21.5 21.4 TenPost-Downstream BASE 43.00 4.917 0.000 30359 0.587 0.512 21.5 21.4 TenPost-Downstream BASE 43.50 4.914 0.000 30343 0.343 0.487 21.5 21.4 TenPost-Downstream BASE 44.00 4.911 0.000 30327 0.548 0.463 21.5 21.4 TenPost-Downstream BASE 44.50 4.908 0.000 30312 0.319 0.441 21.5 21.5 TenPost-Downstream BASE 45.00 4.905 0.000 30297 0.307 0.419 21.6 21.5 TenPost-Downstream BASE 45.50 4.902 0.000 30282 0.294 0.398 21.6 21.5 TenPost-Downstream BASE 46.00 4.899 0.000 30267 0.284 0.378 21.6 21.5 TenPost-Downstream BASE 46.50 4.896 0.000 30253 0.273 0.358 21.6 21.5 TenPost-Downstream BASE 47.00 4.893 0.000 30238 0.260 0.339 21.6 21.5 TenPost-Downstream BASE 47.50 4.889 0.000 30222 0.248 0.318 21.6 21.5 TenPost-Downstream BASE 48.00 4.886 0.000 30206 0.236 0.298 21.6 21.6 TenPost-Downstream BASE 48.00 4.886 0.000 30206 0.236 0.298 21.6 21.6 Ten Post-Dwn_Culv BASE 0.00 5.000 0.000 1669 -0.018 0.000 0.0 0.0 Ten Post-Dwn_Culv BASE 0.08 4.998 0.000 1673 -0.007 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.17 4.996 0.000 1677 -0.008 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.25 4.995 0.000 1681 -0.008 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.33 4.993 0.000 1683 -0.011 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.42 4.992 0.000 1685 -0.005 0.000 -0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 33 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post-Dwn_Culv BASE 0.50 4.991 0.000 1685 -0.004 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.58 4.991 0.000 1686 -0.003 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.67 4.990 0.000 1687 -0.003 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.75 4.990 0.000 1687 -0.002 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.83 4.990 0.000 1688 -0.002 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 0.92 4.989 0.000 1688 -0.002 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.00 4.989 0.000 1688 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.08 4.989 0.000 1688 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.17 4.989 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.25 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.33 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.42 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.50 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.58 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.67 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.75 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.83 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 1.92 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.00 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.08 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.17 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.25 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.33 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 2.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 3.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 4.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 34 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post-Dwn_Culv BASE 4.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 5.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 6.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 7.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.08 4.987 0.000 1690 0.000 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.17 4.987 0.000 1690 0.001 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.25 4.987 0.000 1690 0.004 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.33 4.989 0.000 1690 0.009 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.42 4.991 0.000 1691 0.014 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.50 4.994 0.000 1691 0.019 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.58 4.997 0.000 1693 0.022 0.000 -0.0 0.0 Ten Post-Dwn_Culv BASE 8.67 5.000 0.000 26600 0.023 0.000 0.0 0.0 Ten Post-Dwn_Culv BASE 8.75 5.000 0.000 26603 0.029 0.000 0.0 0.0 Ten Post-Dwn_Culv BASE 8.83 5.001 0.000 26606 0.036 0.000 0.0 0.0 Ten Post-Dwn_Culv BASE 8.92 5.001 0.000 26609 0.044 0.000 0.0 0.0 Ten Post-Dwn_Culv BASE 9.00 5.002 0.000 26613 0.053 0.001 0.0 0.0 Ten Post-Dwn_Culv BASE 9.08 5.002 0.000 26617 0.063 0.001 0.0 0.0 Ten Post-Dwn_Culv BASE 9.17 5.003 0.000 26621 0.075 0.002 0.0 0.0 Ten Post-Dwn_Culv BASE 9.25 5.004 0.000 26625 0.087 0.003 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 35 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post-Dwn_Culv BASE 9.33 5.005 0.000 26630 0.095 0.004 0.0 0.0 Ten Post-Dwn_Culv BASE 9.42 5.006 0.000 26635 0.099 0.006 0.0 0.0 Ten Post-Dwn_Culv BASE 9.50 5.007 0.000 26640 0.102 0.007 0.0 0.0 Ten Post-Dwn_Culv BASE 9.58 5.008 0.000 26645 0.110 0.009 0.0 0.0 Ten Post-Dwn_Culv BASE 9.67 5.009 0.000 26651 0.128 0.012 0.0 0.0 Ten Post-Dwn_Culv BASE 9.75 5.011 0.000 26657 0.146 0.015 0.0 0.0 Ten Post-Dwn_Culv BASE 9.83 5.012 0.000 26663 0.156 0.018 0.0 0.0 Ten Post-Dwn_Culv BASE 9.92 5.014 0.000 26670 0.159 0.022 0.0 0.0 Ten Post-Dwn_Culv BASE 10.00 5.015 0.000 26676 0.160 0.027 0.0 0.0 Ten Post-Dwn_Culv BASE 10.08 5.017 0.000 26683 0.169 0.031 0.0 0.0 Ten Post-Dwn_Culv BASE 10.17 5.019 0.000 26690 0.190 0.037 0.0 0.0 Ten Post-Dwn_Culv BASE 10.25 5.020 0.000 26697 0.245 0.044 0.0 0.0 Ten Post-Dwn_Culv BASE 10.33 5.023 0.000 26707 0.329 0.055 0.0 0.0 Ten Post-Dwn_Culv BASE 10.42 5.026 0.000 26717 0.361 0.068 0.0 0.0 Ten Post-Dwn_Culv BASE 10.50 5.030 0.000 26728 0.391 0.084 0.0 0.0 Ten Post-Dwn_Culv BASE 10.58 5.033 0.000 26740 0.432 0.103 0.0 0.0 Ten Post-Dwn_Culv BASE 10.67 5.037 0.000 26754 0.505 0.126 0.0 0.0 Ten Post-Dwn_Culv BASE 10.75 5.042 0.000 26770 0.584 0.155 0.0 0.0 Ten Post-Dwn_Culv BASE 10.83 5.047 0.000 26787 0.659 0.191 0.0 0.0 Ten Post-Dwn_Culv BASE 10.92 5.052 0.000 26807 0.752 0.235 0.0 0.0 Ten Post-Dwn_Culv BASE 11.00 5.058 0.000 26828 0.844 0.288 0.0 0.0 Ten Post-Dwn_Culv BASE 11.08 5.065 0.000 26852 0.927 0.352 0.1 0.0 Ten Post-Dwn_Culv BASE 11.17 5.071 0.000 26877 1.012 0.424 0.1 0.0 Ten Post-Dwn_Culv BASE 11.25 5.078 0.000 26902 1.094 0.508 0.1 0.0 Ten Post-Dwn_Culv BASE 11.33 5.084 0.000 26930 1.211 0.604 0.1 0.0 Ten Post-Dwn_Culv BASE 11.42 5.092 0.000 26960 1.408 0.720 0.1 0.0 Ten Post-Dwn_Culv BASE 11.50 5.100 0.000 26994 1.625 0.865 0.1 0.0 Ten Post-Dwn_Culv BASE 11.58 5.110 0.000 27039 2.379 1.070 0.1 0.0 Ten Post-Dwn_Culv BASE 11.67 5.132 0.000 27119 4.092 1.477 0.1 0.0 Ten Post-Dwn_Culv BASE 11.75 5.167 0.000 27249 5.804 2.251 0.2 0.1 Ten Post-Dwn_Culv BASE 11.83 5.211 0.000 27421 8.454 3.511 0.2 0.1 Ten Post-Dwn_Culv BASE 11.92 5.283 0.000 27702 14.650 6.094 0.3 0.1 Ten Post-Dwn_Culv BASE 12.00 5.391 0.000 28140 22.285 11.219 0.4 0.2 Ten Post-Dwn_Culv BASE 12.08 5.498 0.000 28635 25.543 17.255 0.6 0.3 Ten Post-Dwn_Culv BASE 12.17 5.561 0.000 29011 21.450 17.006 0.7 0.4 Ten Post-Dwn_Culv BASE 12.25 5.616 0.000 29312 16.648 10.301 0.9 0.5 Ten Post-Dwn_Culv BASE 12.33 5.680 0.000 29577 15.392 9.578 1.0 0.6 Ten Post-Dwn_Culv BASE 12.42 5.732 0.000 29785 15.494 11.008 1.1 0.6 Ten Post-Dwn_Culv BASE 12.50 5.770 0.000 29937 16.339 13.067 1.2 0.7 Ten Post-Dwn_Culv BASE 12.58 5.799 0.000 30047 17.665 15.214 1.3 0.8 Ten Post-Dwn_Culv BASE 12.67 5.820 0.000 30127 18.990 17.141 1.4 0.9 Ten Post-Dwn_Culv BASE 12.75 5.837 0.000 30188 20.396 18.831 1.6 1.0 Ten Post-Dwn_Culv BASE 12.83 5.852 0.000 30243 21.940 20.493 1.7 1.2 Ten Post-Dwn_Culv BASE 12.92 5.865 0.000 30291 23.161 21.909 1.9 1.3 Ten Post-Dwn_Culv BASE 13.00 5.876 0.000 30332 24.207 23.154 2.0 1.5 Ten Post-Dwn_Culv BASE 13.08 5.886 0.000 30366 25.155 24.258 2.2 1.6 Ten Post-Dwn_Culv BASE 13.17 5.894 0.000 30395 25.908 25.176 2.4 1.8 Ten Post-Dwn_Culv BASE 13.25 5.901 0.000 30418 26.480 25.902 2.6 2.0 Ten Post-Dwn_Culv BASE 13.33 5.906 0.000 30435 26.864 26.448 2.8 2.2 Ten Post-Dwn_Culv BASE 13.42 5.909 0.000 30447 27.042 26.814 2.9 2.3 Ten Post-Dwn_Culv BASE 13.50 5.910 0.000 30451 27.114 27.058 3.1 2.5 Ten Post-Dwn_Culv BASE 13.58 5.910 0.000 30450 27.143 27.219 3.3 2.7 Ten Post-Dwn_Culv BASE 13.67 5.909 0.000 30444 27.088 27.284 3.5 2.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 36 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post-Dwn_Culv BASE 13.75 5.906 0.000 30434 26.964 27.257 3.7 3.1 Ten Post-Dwn_Culv BASE 13.83 5.903 0.000 30421 26.777 27.156 3.9 3.3 Ten Post-Dwn_Culv BASE 13.92 5.899 0.000 30404 26.515 26.980 4.1 3.5 Ten Post-Dwn_Culv BASE 14.00 5.894 0.000 30385 26.208 26.745 4.2 3.7 Ten Post-Dwn_Culv BASE 14.08 5.888 0.000 30363 25.831 26.453 4.4 3.8 Ten Post-Dwn_Culv BASE 14.17 5.881 0.000 30337 25.416 26.115 4.6 4.0 Ten Post-Dwn_Culv BASE 14.25 5.874 0.000 30309 24.965 25.735 4.8 4.2 Ten Post-Dwn_Culv BASE 14.33 5.866 0.000 30279 24.533 25.339 4.9 4.4 Ten Post-Dwn_Culv BASE 14.42 5.858 0.000 30247 24.079 24.916 5.1 4.5 Ten Post-Dwn_Culv BASE 14.50 5.850 0.000 30215 23.607 24.470 5.3 4.7 Ten Post-Dwn_Culv BASE 14.58 5.841 0.000 30181 23.084 23.990 5.4 4.9 Ten Post-Dwn_Culv BASE 14.67 5.832 0.000 30145 22.549 23.491 5.6 5.0 Ten Post-Dwn_Culv BASE 14.75 5.822 0.000 30108 22.011 22.983 5.7 5.2 Ten Post-Dwn_Culv BASE 14.83 5.813 0.000 30070 21.505 22.478 5.9 5.4 Ten Post-Dwn_Culv BASE 14.92 5.803 0.000 30033 21.006 21.982 6.0 5.5 Ten Post-Dwn_Culv BASE 15.00 5.793 0.000 29995 20.505 21.484 6.2 5.7 Ten Post-Dwn_Culv BASE 15.50 5.734 0.000 29765 17.454 18.465 7.0 6.5 Ten Post-Dwn_Culv BASE 16.00 5.677 0.000 29539 14.946 15.839 7.6 7.2 Ten Post-Dwn_Culv BASE 16.50 5.628 0.000 29346 13.031 13.763 8.2 7.8 Ten Post-Dwn_Culv BASE 17.00 5.587 0.000 29186 11.630 12.206 8.7 8.3 Ten Post-Dwn_Culv BASE 17.50 5.555 0.000 29060 10.638 11.077 9.2 8.8 Ten Post-Dwn_Culv BASE 18.00 5.530 0.000 28958 9.800 10.190 9.6 9.3 Ten Post-Dwn_Culv BASE 18.50 5.508 0.000 28870 9.150 9.492 10.0 9.7 Ten Post-Dwn_Culv BASE 19.00 5.488 0.000 28793 8.588 8.887 10.4 10.1 Ten Post-Dwn_Culv BASE 19.50 5.472 0.000 28726 8.149 8.393 10.7 10.4 Ten Post-Dwn_Culv BASE 20.00 5.458 0.000 28672 7.806 8.024 11.0 10.8 Ten Post-Dwn_Culv BASE 20.50 5.445 0.000 28617 7.486 7.698 11.4 11.1 Ten Post-Dwn_Culv BASE 21.00 5.430 0.000 28560 7.067 7.299 11.7 11.4 Ten Post-Dwn_Culv BASE 21.50 5.416 0.000 28503 6.687 6.909 11.9 11.7 Ten Post-Dwn_Culv BASE 22.00 5.404 0.000 28454 6.467 6.638 12.2 12.0 Ten Post-Dwn_Culv BASE 22.50 5.395 0.000 28417 6.340 6.467 12.5 12.2 Ten Post-Dwn_Culv BASE 23.00 5.389 0.000 28392 6.302 6.376 12.7 12.5 Ten Post-Dwn_Culv BASE 23.50 5.384 0.000 28374 6.281 6.332 13.0 12.8 Ten Post-Dwn_Culv BASE 24.00 5.380 0.000 28356 6.166 6.270 13.3 13.0 Ten Post-Dwn_Culv BASE 24.50 5.364 0.000 28290 5.526 5.909 13.5 13.3 Ten Post-Dwn_Culv BASE 25.00 5.332 0.000 28165 4.466 5.070 13.7 13.5 Ten Post-Dwn_Culv BASE 25.50 5.289 0.000 27992 3.278 3.993 13.9 13.7 Ten Post-Dwn_Culv BASE 26.00 5.243 0.000 27806 2.361 3.056 14.0 13.8 Ten Post-Dwn_Culv BASE 26.50 5.201 0.000 27637 1.804 2.390 14.1 13.9 Ten Post-Dwn_Culv BASE 27.00 5.168 0.000 27501 1.510 1.956 14.1 14.0 Ten Post-Dwn_Culv BASE 27.50 5.142 0.000 27398 1.376 1.696 14.2 14.1 Ten Post-Dwn_Culv BASE 28.00 5.125 0.000 27325 1.315 1.546 14.2 14.2 Ten Post-Dwn_Culv BASE 28.50 5.111 0.000 27269 1.262 1.441 14.3 14.2 Ten Post-Dwn_Culv BASE 29.00 5.100 0.000 27224 1.212 1.360 14.4 14.3 Ten Post-Dwn_Culv BASE 29.50 5.091 0.000 27185 1.155 1.287 14.4 14.3 Ten Post-Dwn_Culv BASE 30.00 5.083 0.000 27150 1.104 1.222 14.4 14.4 Ten Post-Dwn_Culv BASE 30.50 5.075 0.000 27118 1.057 1.168 14.5 14.4 Ten Post-Dwn_Culv BASE 31.00 5.068 0.000 27086 1.012 1.117 14.5 14.5 Ten Post-Dwn_Culv BASE 31.50 5.062 0.000 27058 0.973 1.066 14.6 14.5 Ten Post-Dwn_Culv BASE 32.00 5.056 0.000 27033 0.938 1.021 14.6 14.6 Ten Post-Dwn_Culv BASE 32.50 5.050 0.000 27009 0.906 0.981 14.7 14.6 Ten Post-Dwn_Culv BASE 33.00 5.046 0.000 26988 0.876 0.944 14.7 14.7 Ten Post-Dwn_Culv BASE 33.50 5.041 0.000 26968 0.848 0.910 14.7 14.7 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 37 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post-Dwn_Culv BASE 34.00 5.037 0.000 26950 0.822 0.879 14.8 14.7 Ten Post-Dwn_Culv BASE 34.50 5.034 0.000 26933 0.797 0.849 14.8 14.8 Ten Post-Dwn_Culv BASE 35.00 5.030 0.000 26918 0.773 0.821 14.8 14.8 Ten Post-Dwn_Culv BASE 35.50 5.027 0.000 26903 0.748 0.794 14.9 14.8 Ten Post-Dwn_Culv BASE 36.00 5.024 0.000 26889 0.725 0.768 14.9 14.9 Ten Post-Dwn_Culv BASE 36.50 5.021 0.000 26876 0.702 0.744 14.9 14.9 Ten Post-Dwn_Culv BASE 37.00 5.019 0.000 26864 0.679 0.721 14.9 14.9 Ten Post-Dwn_Culv BASE 37.50 5.016 0.000 26851 0.656 0.699 15.0 15.0 Ten Post-Dwn_Culv BASE 38.00 5.013 0.000 26838 0.633 0.679 15.0 15.0 Ten Post-Dwn_Culv BASE 38.50 5.011 0.000 26827 0.611 0.375 15.0 15.0 Ten Post-Dwn_Culv BASE 39.00 5.011 0.000 26822 0.588 0.652 15.1 15.0 Ten Post-Dwn_Culv BASE 39.50 5.010 0.000 26817 0.562 0.639 15.1 15.1 Ten Post-Dwn_Culv BASE 40.00 5.010 0.000 26812 0.534 0.625 15.1 15.1 Ten Post-Dwn_Culv BASE 40.50 5.010 0.000 26807 0.506 0.610 15.1 15.1 Ten Post-Dwn_Culv BASE 41.00 5.010 0.000 26802 0.483 0.594 15.1 15.1 Ten Post-Dwn_Culv BASE 41.50 5.010 0.000 26798 0.461 0.578 15.2 15.2 Ten Post-Dwn_Culv BASE 42.00 5.009 0.000 26793 0.440 0.316 15.2 15.2 Ten Post-Dwn_Culv BASE 42.50 5.009 0.000 26789 0.418 0.546 15.2 15.2 Ten Post-Dwn_Culv BASE 43.00 5.009 0.000 26785 0.397 0.530 15.2 15.2 Ten Post-Dwn_Culv BASE 43.50 5.009 0.000 26781 0.377 0.289 15.2 15.2 Ten Post-Dwn_Culv BASE 44.00 5.009 0.000 26777 0.357 0.497 15.2 15.3 Ten Post-Dwn_Culv BASE 44.50 5.009 0.000 26773 0.338 0.271 15.3 15.3 Ten Post-Dwn_Culv BASE 45.00 5.008 0.000 26769 0.320 0.261 15.3 15.3 Ten Post-Dwn_Culv BASE 45.50 5.008 0.000 26765 0.302 0.252 15.3 15.3 Ten Post-Dwn_Culv BASE 46.00 5.008 0.000 26761 0.285 0.243 15.3 15.3 Ten Post-Dwn_Culv BASE 46.50 5.008 0.000 26757 0.268 0.234 15.3 15.3 Ten Post-Dwn_Culv BASE 47.00 5.008 0.000 26753 0.247 0.224 15.3 15.3 Ten Post-Dwn_Culv BASE 47.50 5.007 0.000 26749 0.225 0.213 15.3 15.3 Ten Post-Dwn_Culv BASE 48.00 5.007 0.000 26744 0.206 0.203 15.3 15.3 Ten Post-Dwn_Culv BASE 48.00 5.007 0.000 26744 0.206 0.203 15.3 15.3 TenPost-Up_Culvert BASE 0.00 4.390 15.000 206 0.000 -0.018 0.0 0.0 TenPost-Up_Culvert BASE 0.08 4.409 15.000 218 0.000 -0.007 0.0 -0.0 TenPost-Up_Culvert BASE 0.17 4.418 15.000 231 0.000 -0.008 0.0 -0.0 TenPost-Up_Culvert BASE 0.25 4.428 15.000 244 0.000 -0.008 0.0 -0.0 TenPost-Up_Culvert BASE 0.33 4.440 15.000 251 0.000 -0.011 0.0 -0.0 TenPost-Up_Culvert BASE 0.42 4.447 15.000 255 0.000 -0.005 0.0 -0.0 TenPost-Up_Culvert BASE 0.50 4.452 15.000 257 0.000 -0.004 0.0 -0.0 TenPost-Up_Culvert BASE 0.58 4.456 15.000 260 0.000 -0.003 0.0 -0.0 TenPost-Up_Culvert BASE 0.67 4.459 15.000 261 0.000 -0.003 0.0 -0.0 TenPost-Up_Culvert BASE 0.75 4.462 15.000 263 0.000 -0.002 0.0 -0.0 TenPost-Up_Culvert BASE 0.83 4.464 15.000 264 0.000 -0.002 0.0 -0.0 TenPost-Up_Culvert BASE 0.92 4.466 15.000 265 0.000 -0.002 0.0 -0.0 TenPost-Up_Culvert BASE 1.00 4.468 15.000 266 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.08 4.469 15.000 267 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.17 4.470 15.000 267 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.25 4.472 15.000 268 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.33 4.472 15.000 268 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.42 4.473 15.000 268 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.50 4.474 15.000 269 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.58 4.475 15.000 269 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 1.67 4.475 15.000 269 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 1.75 4.476 15.000 269 0.000 -0.000 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 38 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Up_Culvert BASE 1.83 4.476 15.000 269 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 1.92 4.477 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.00 4.477 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.08 4.477 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.17 4.478 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.25 4.478 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.33 4.478 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.42 4.478 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.50 4.479 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.58 4.479 15.000 270 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.67 4.479 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.75 4.479 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.83 4.479 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 2.92 4.479 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.00 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.08 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.17 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.25 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.33 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.42 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.50 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.58 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.67 4.480 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.75 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.83 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 3.92 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.00 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.08 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.17 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.25 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.33 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.42 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.50 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.58 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.67 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.75 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.83 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 4.92 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.00 4.481 15.000 271 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.08 4.481 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.17 4.481 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.25 4.481 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.33 4.481 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.42 4.481 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 5.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 39 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Up_Culvert BASE 6.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.33 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.42 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 6.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.33 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.42 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 7.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 8.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 8.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 8.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 8.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 TenPost-Up_Culvert BASE 8.33 4.483 15.000 272 0.000 -0.001 0.0 -0.0 TenPost-Up_Culvert BASE 8.42 4.485 15.000 273 0.000 -0.003 0.0 -0.0 TenPost-Up_Culvert BASE 8.50 4.490 15.000 275 0.000 -0.007 0.0 -0.0 TenPost-Up_Culvert BASE 8.58 4.500 15.000 279 0.000 -0.013 0.0 -0.0 TenPost-Up_Culvert BASE 8.67 4.517 15.000 286 0.000 -0.018 0.0 -0.0 TenPost-Up_Culvert BASE 8.75 4.536 15.000 292 0.000 -0.019 0.0 -0.0 TenPost-Up_Culvert BASE 8.83 4.556 15.000 307 0.000 -0.020 0.0 -0.0 TenPost-Up_Culvert BASE 8.92 4.575 15.000 327 0.001 -0.021 0.0 -0.0 TenPost-Up_Culvert BASE 9.00 4.595 15.000 346 0.001 -0.022 0.0 -0.0 TenPost-Up_Culvert BASE 9.08 4.615 15.000 365 0.001 -0.023 0.0 -0.0 TenPost-Up_Culvert BASE 9.17 4.635 15.000 385 0.002 -0.025 0.0 -0.0 TenPost-Up_Culvert BASE 9.25 4.656 15.000 405 0.003 -0.027 0.0 -0.0 TenPost-Up_Culvert BASE 9.33 4.679 15.000 425 0.003 -0.029 0.0 -0.0 TenPost-Up_Culvert BASE 9.42 4.702 15.000 447 0.004 -0.032 0.0 -0.0 TenPost-Up_Culvert BASE 9.50 4.727 15.000 470 0.005 -0.034 0.0 -0.0 TenPost-Up_Culvert BASE 9.58 4.753 15.000 493 0.007 -0.037 0.0 -0.0 TenPost-Up_Culvert BASE 9.67 4.780 15.000 517 0.008 -0.040 0.0 -0.0 TenPost-Up_Culvert BASE 9.75 4.809 15.000 543 0.010 -0.044 0.0 -0.0 TenPost-Up_Culvert BASE 9.83 4.840 15.000 570 0.012 -0.048 0.0 -0.0 TenPost-Up_Culvert BASE 9.92 4.873 15.000 598 0.015 -0.053 0.0 -0.0 TenPost-Up_Culvert BASE 10.00 4.908 15.000 628 0.017 -0.057 0.0 -0.0 TenPost-Up_Culvert BASE 10.08 4.944 15.000 659 0.020 -0.062 0.0 -0.0 TenPost-Up_Culvert BASE 10.17 4.982 15.000 691 0.024 -0.067 0.0 -0.0 TenPost-Up_Culvert BASE 10.25 5.015 15.000 1059 0.028 -0.041 0.0 -0.0 TenPost-Up_Culvert BASE 10.33 5.024 15.000 1280 0.033 0.018 0.0 -0.0 TenPost-Up_Culvert BASE 10.42 5.027 15.000 1362 0.038 0.023 0.0 -0.0 TenPost-Up_Culvert BASE 10.50 5.031 15.000 1448 0.045 0.027 0.0 -0.0 TenPost-Up_Culvert BASE 10.58 5.035 15.000 1539 0.052 0.032 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 40 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Up_Culvert BASE 10.67 5.039 15.000 1639 0.062 0.037 0.0 -0.0 TenPost-Up_Culvert BASE 10.75 5.043 15.000 1753 0.073 0.043 0.0 -0.0 TenPost-Up_Culvert BASE 10.83 5.049 15.000 1883 0.087 0.052 0.0 -0.0 TenPost-Up_Culvert BASE 10.92 5.055 15.000 2027 0.105 0.062 0.0 -0.0 TenPost-Up_Culvert BASE 11.00 5.061 15.000 2187 0.126 0.075 0.0 -0.0 TenPost-Up_Culvert BASE 11.08 5.069 15.000 2363 0.151 0.092 0.0 -0.0 TenPost-Up_Culvert BASE 11.17 5.076 15.000 2547 0.179 0.112 0.0 -0.0 TenPost-Up_Culvert BASE 11.25 5.084 15.000 2739 0.210 0.135 0.0 -0.0 TenPost-Up_Culvert BASE 11.33 5.093 15.000 2939 0.245 0.161 0.0 -0.0 TenPost-Up_Culvert BASE 11.42 5.102 15.000 3153 0.285 0.188 0.0 0.0 TenPost-Up_Culvert BASE 11.50 5.111 15.000 3388 0.332 0.217 0.0 0.0 TenPost-Up_Culvert BASE 11.58 5.123 15.000 3657 0.398 0.239 0.0 0.0 TenPost-Up_Culvert BASE 11.67 5.140 15.000 4069 0.519 0.220 0.0 0.0 TenPost-Up_Culvert BASE 11.75 5.169 15.000 4766 0.687 0.135 0.0 0.0 TenPost-Up_Culvert BASE 11.83 5.211 15.000 5787 0.980 -0.050 0.0 0.0 TenPost-Up_Culvert BASE 11.92 5.280 15.000 7457 1.893 -0.356 0.0 0.0 TenPost-Up_Culvert BASE 12.00 5.390 15.000 10095 3.868 -0.277 0.1 0.0 TenPost-Up_Culvert BASE 12.08 5.522 15.000 13266 7.543 1.303 0.1 0.0 TenPost-Up_Culvert BASE 12.17 5.670 15.000 16829 12.044 3.300 0.2 0.0 TenPost-Up_Culvert BASE 12.25 5.839 15.000 20885 18.052 5.392 0.3 0.1 TenPost-Up_Culvert BASE 12.33 6.028 15.000 25761 24.230 7.684 0.4 0.1 TenPost-Up_Culvert BASE 12.42 6.216 15.000 32525 29.769 10.013 0.6 0.2 TenPost-Up_Culvert BASE 12.50 6.392 15.000 38824 33.984 12.172 0.8 0.2 TenPost-Up_Culvert BASE 12.58 6.551 15.000 44563 36.636 14.096 1.1 0.3 TenPost-Up_Culvert BASE 12.67 6.696 15.000 49748 38.474 15.781 1.3 0.4 TenPost-Up_Culvert BASE 12.75 6.826 15.000 54410 39.625 17.374 1.6 0.5 TenPost-Up_Culvert BASE 12.83 6.940 15.000 58509 39.785 19.093 1.9 0.7 TenPost-Up_Culvert BASE 12.92 7.038 15.000 62245 39.292 20.613 2.1 0.8 TenPost-Up_Culvert BASE 13.00 7.120 15.000 65656 38.302 21.911 2.4 1.0 TenPost-Up_Culvert BASE 13.08 7.187 15.000 68438 36.598 22.983 2.7 1.1 TenPost-Up_Culvert BASE 13.17 7.240 15.000 70617 34.584 23.838 2.9 1.3 TenPost-Up_Culvert BASE 13.25 7.279 15.000 72251 32.545 24.485 3.1 1.4 TenPost-Up_Culvert BASE 13.33 7.308 15.000 73433 30.783 24.954 3.4 1.6 TenPost-Up_Culvert BASE 13.42 7.327 15.000 74244 29.137 25.277 3.6 1.8 TenPost-Up_Culvert BASE 13.50 7.339 15.000 74742 27.614 25.476 3.8 2.0 TenPost-Up_Culvert BASE 13.58 7.345 15.000 74975 26.263 25.570 3.9 2.1 TenPost-Up_Culvert BASE 13.67 7.345 15.000 74980 24.957 25.571 4.1 2.3 TenPost-Up_Culvert BASE 13.75 7.340 15.000 74780 23.716 25.491 4.3 2.5 TenPost-Up_Culvert BASE 13.83 7.331 15.000 74400 22.580 25.339 4.4 2.7 TenPost-Up_Culvert BASE 13.92 7.318 15.000 73866 21.549 25.126 4.6 2.8 TenPost-Up_Culvert BASE 14.00 7.302 15.000 73201 20.587 24.862 4.7 3.0 TenPost-Up_Culvert BASE 14.08 7.284 15.000 72427 19.766 24.555 4.9 3.2 TenPost-Up_Culvert BASE 14.17 7.263 15.000 71558 18.941 24.210 5.0 3.3 TenPost-Up_Culvert BASE 14.25 7.239 15.000 70596 18.115 23.830 5.1 3.5 TenPost-Up_Culvert BASE 14.33 7.214 15.000 69557 17.429 23.421 5.3 3.7 TenPost-Up_Culvert BASE 14.42 7.188 15.000 68455 16.755 22.990 5.4 3.8 TenPost-Up_Culvert BASE 14.50 7.160 15.000 67292 16.089 22.540 5.5 4.0 TenPost-Up_Culvert BASE 14.58 7.130 15.000 66081 15.533 22.074 5.6 4.1 TenPost-Up_Culvert BASE 14.67 7.100 15.000 64830 14.977 21.596 5.7 4.3 TenPost-Up_Culvert BASE 14.75 7.069 15.000 63541 14.425 21.115 5.8 4.4 TenPost-Up_Culvert BASE 14.83 7.037 15.000 62222 13.960 20.604 5.9 4.6 TenPost-Up_Culvert BASE 14.92 7.005 15.000 60883 13.502 20.101 6.0 4.7 TenPost-Up_Culvert BASE 15.00 6.972 15.000 59680 13.048 19.594 6.1 4.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 41 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Up_Culvert BASE 15.50 6.779 15.000 52736 11.222 16.679 6.6 5.6 TenPost-Up_Culvert BASE 16.00 6.606 15.000 46539 10.113 14.198 7.0 6.2 TenPost-Up_Culvert BASE 16.50 6.466 15.000 41509 9.500 12.280 7.4 6.8 TenPost-Up_Culvert BASE 17.00 6.364 15.000 37829 9.115 10.953 7.8 7.3 TenPost-Up_Culvert BASE 17.50 6.286 15.000 35029 8.612 9.974 8.2 7.7 TenPost-Up_Culvert BASE 18.00 6.226 15.000 32855 8.281 9.234 8.5 8.1 TenPost-Up_Culvert BASE 18.50 6.176 15.000 31059 7.792 8.642 8.9 8.5 TenPost-Up_Culvert BASE 19.00 6.127 15.000 29307 7.327 8.079 9.2 8.8 TenPost-Up_Culvert BASE 19.50 6.088 15.000 27894 7.141 7.639 9.5 9.1 TenPost-Up_Culvert BASE 20.00 6.063 15.000 26996 7.062 7.360 9.8 9.4 TenPost-Up_Culvert BASE 20.50 6.037 15.000 26074 6.593 7.082 10.1 9.7 TenPost-Up_Culvert BASE 21.00 5.998 15.000 24689 6.091 6.663 10.3 10.0 TenPost-Up_Culvert BASE 21.50 5.963 15.000 23856 5.939 6.302 10.6 10.3 TenPost-Up_Culvert BASE 22.00 5.942 15.000 23346 5.871 6.081 10.8 10.6 TenPost-Up_Culvert BASE 22.50 5.929 15.000 23039 5.829 5.953 11.1 10.8 TenPost-Up_Culvert BASE 23.00 5.922 15.000 22877 5.838 5.886 11.3 11.0 TenPost-Up_Culvert BASE 23.50 5.921 15.000 22847 5.871 5.873 11.5 11.3 TenPost-Up_Culvert BASE 24.00 5.920 15.000 22811 5.793 5.859 11.8 11.5 TenPost-Up_Culvert BASE 24.50 5.886 15.000 21998 4.662 5.521 12.0 11.8 TenPost-Up_Culvert BASE 25.00 5.773 15.000 19303 2.908 4.466 12.2 12.0 TenPost-Up_Culvert BASE 25.50 5.622 15.000 15669 1.973 3.278 12.3 12.1 TenPost-Up_Culvert BASE 26.00 5.492 15.000 12554 1.614 2.361 12.3 12.3 TenPost-Up_Culvert BASE 26.50 5.410 15.000 10582 1.456 1.804 12.4 12.3 TenPost-Up_Culvert BASE 27.00 5.369 15.000 9587 1.369 1.510 12.5 12.4 TenPost-Up_Culvert BASE 27.50 5.352 15.000 9170 1.311 1.376 12.5 12.5 TenPost-Up_Culvert BASE 28.00 5.340 15.000 8898 1.264 1.315 12.6 12.5 TenPost-Up_Culvert BASE 28.50 5.331 15.000 8667 1.217 1.262 12.6 12.6 TenPost-Up_Culvert BASE 29.00 5.321 15.000 8441 1.164 1.212 12.7 12.6 TenPost-Up_Culvert BASE 29.50 5.310 15.000 8177 1.107 1.155 12.7 12.7 TenPost-Up_Culvert BASE 30.00 5.301 15.000 7940 1.062 1.104 12.8 12.7 TenPost-Up_Culvert BASE 30.50 5.291 15.000 7714 1.017 1.057 12.8 12.8 TenPost-Up_Culvert BASE 31.00 5.282 15.000 7503 0.977 1.012 12.8 12.8 TenPost-Up_Culvert BASE 31.50 5.274 15.000 7309 0.942 0.973 12.9 12.8 TenPost-Up_Culvert BASE 32.00 5.267 15.000 7133 0.910 0.938 12.9 12.9 TenPost-Up_Culvert BASE 32.50 5.260 15.000 6973 0.881 0.906 13.0 12.9 TenPost-Up_Culvert BASE 33.00 5.254 15.000 6822 0.853 0.876 13.0 13.0 TenPost-Up_Culvert BASE 33.50 5.248 15.000 6681 0.827 0.848 13.0 13.0 TenPost-Up_Culvert BASE 34.00 5.242 15.000 6543 0.802 0.822 13.1 13.0 TenPost-Up_Culvert BASE 34.50 5.237 15.000 6411 0.778 0.797 13.1 13.1 TenPost-Up_Culvert BASE 35.00 5.232 15.000 6280 0.754 0.773 13.1 13.1 TenPost-Up_Culvert BASE 35.50 5.226 15.000 6152 0.730 0.748 13.2 13.1 TenPost-Up_Culvert BASE 36.00 5.221 15.000 6024 0.707 0.725 13.2 13.2 TenPost-Up_Culvert BASE 36.50 5.216 15.000 5897 0.685 0.702 13.2 13.2 TenPost-Up_Culvert BASE 37.00 5.210 15.000 5769 0.662 0.679 13.2 13.2 TenPost-Up_Culvert BASE 37.50 5.205 15.000 5641 0.639 0.656 13.3 13.2 TenPost-Up_Culvert BASE 38.00 5.200 15.000 5512 0.617 0.633 13.3 13.3 TenPost-Up_Culvert BASE 38.50 5.194 15.000 5382 0.594 0.611 13.3 13.3 TenPost-Up_Culvert BASE 39.00 5.189 15.000 5251 0.572 0.588 13.3 13.3 TenPost-Up_Culvert BASE 39.50 5.182 15.000 5099 0.542 0.562 13.4 13.3 TenPost-Up_Culvert BASE 40.00 5.175 15.000 4929 0.514 0.534 13.4 13.4 TenPost-Up_Culvert BASE 40.50 5.168 15.000 4760 0.488 0.506 13.4 13.4 TenPost-Up_Culvert BASE 41.00 5.163 15.000 4620 0.469 0.483 13.4 13.4 TenPost-Up_Culvert BASE 41.50 5.157 15.000 4486 0.448 0.461 13.4 13.4 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 42 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af TenPost-Up_Culvert BASE 42.00 5.151 15.000 4349 0.426 0.440 13.5 13.5 TenPost-Up_Culvert BASE 42.50 5.145 15.000 4210 0.405 0.418 13.5 13.5 TenPost-Up_Culvert BASE 43.00 5.140 15.000 4071 0.384 0.397 13.5 13.5 TenPost-Up_Culvert BASE 43.50 5.134 15.000 3935 0.364 0.377 13.5 13.5 TenPost-Up_Culvert BASE 44.00 5.129 15.000 3802 0.345 0.357 13.5 13.5 TenPost-Up_Culvert BASE 44.50 5.123 15.000 3673 0.327 0.338 13.5 13.5 TenPost-Up_Culvert BASE 45.00 5.118 15.000 3546 0.310 0.320 13.6 13.5 TenPost-Up_Culvert BASE 45.50 5.113 15.000 3422 0.293 0.302 13.6 13.6 TenPost-Up_Culvert BASE 46.00 5.108 15.000 3300 0.276 0.285 13.6 13.6 TenPost-Up_Culvert BASE 46.50 5.103 15.000 3176 0.258 0.268 13.6 13.6 TenPost-Up_Culvert BASE 47.00 5.096 15.000 3015 0.235 0.247 13.6 13.6 TenPost-Up_Culvert BASE 47.50 5.089 15.000 2849 0.214 0.225 13.6 13.6 TenPost-Up_Culvert BASE 48.00 5.083 15.000 2699 0.199 0.206 13.6 13.6 TenPost-Up_Culvert BASE 48.00 5.083 15.000 2699 0.199 0.206 13.6 13.6 Ten Post_Boundary BASE 0.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 0.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 1.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 2.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 43 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post_Boundary BASE 3.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 3.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 4.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 5.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 6.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 44 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post_Boundary BASE 7.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 7.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.67 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.75 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.83 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 8.92 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.00 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.08 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.17 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.25 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.33 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.42 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.50 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.58 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.67 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.75 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.83 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 9.92 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 10.00 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 10.08 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 10.17 4.400 13.000 3452 0.000 0.000 0.0 0.0 Ten Post_Boundary BASE 10.25 4.400 13.000 3452 0.001 0.000 0.0 0.0 Ten Post_Boundary BASE 10.33 4.400 13.000 3452 0.001 0.000 0.0 0.0 Ten Post_Boundary BASE 10.42 4.400 13.000 3453 0.001 0.000 0.0 0.0 Ten Post_Boundary BASE 10.50 4.400 13.000 3453 0.002 0.000 0.0 0.0 Ten Post_Boundary BASE 10.58 4.400 13.000 3454 0.003 0.000 0.0 0.0 Ten Post_Boundary BASE 10.67 4.400 13.000 3455 0.004 0.000 0.0 0.0 Ten Post_Boundary BASE 10.75 4.400 13.000 3456 0.005 0.000 0.0 0.0 Ten Post_Boundary BASE 10.83 4.400 13.000 3458 0.008 0.000 0.0 0.0 Ten Post_Boundary BASE 10.92 4.400 13.000 3460 0.011 0.000 0.0 0.0 Ten Post_Boundary BASE 11.00 4.400 13.000 3463 0.016 0.000 0.0 0.0 Ten Post_Boundary BASE 11.08 4.400 13.000 3466 0.023 0.000 0.0 0.0 Ten Post_Boundary BASE 11.17 4.400 13.000 3470 0.033 0.000 0.0 0.0 Ten Post_Boundary BASE 11.25 4.400 13.000 3475 0.047 0.000 0.0 0.0 Ten Post_Boundary BASE 11.33 4.400 13.000 3481 0.067 0.000 0.0 0.0 Ten Post_Boundary BASE 11.42 4.400 13.000 3488 0.094 0.000 0.0 0.0 Ten Post_Boundary BASE 11.50 4.400 13.000 3497 0.132 0.000 0.0 0.0 Ten Post_Boundary BASE 11.58 4.400 13.000 3508 0.185 0.000 0.0 0.0 Ten Post_Boundary BASE 11.67 4.400 13.000 3522 0.265 0.000 0.0 0.0 Ten Post_Boundary BASE 11.75 4.400 13.000 3543 0.409 0.000 0.0 0.0 Ten Post_Boundary BASE 11.83 4.400 13.000 3578 0.694 0.000 0.0 0.0 Ten Post_Boundary BASE 11.92 4.400 13.000 3639 1.334 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 45 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post_Boundary BASE 12.00 4.400 13.000 3753 2.992 0.000 0.0 0.0 Ten Post_Boundary BASE 12.08 4.400 13.000 3941 6.910 0.000 0.1 0.0 Ten Post_Boundary BASE 12.17 4.400 13.000 4163 13.311 0.000 0.1 0.0 Ten Post_Boundary BASE 12.25 4.400 13.000 4330 19.313 0.000 0.2 0.0 Ten Post_Boundary BASE 12.33 4.400 13.000 4422 23.084 0.000 0.4 0.0 Ten Post_Boundary BASE 12.42 4.400 13.000 4489 25.998 0.000 0.6 0.0 Ten Post_Boundary BASE 12.50 4.400 13.000 4536 28.141 0.000 0.8 0.0 Ten Post_Boundary BASE 12.58 4.400 13.000 4569 29.667 0.000 0.9 0.0 Ten Post_Boundary BASE 12.67 4.400 13.000 4592 30.768 0.000 1.2 0.0 Ten Post_Boundary BASE 12.75 4.400 13.000 4609 31.598 0.000 1.4 0.0 Ten Post_Boundary BASE 12.83 4.400 13.000 4623 32.330 0.000 1.6 0.0 Ten Post_Boundary BASE 12.92 4.400 13.000 4637 33.006 0.000 1.8 0.0 Ten Post_Boundary BASE 13.00 4.400 13.000 4648 33.581 0.000 2.0 0.0 Ten Post_Boundary BASE 13.08 4.400 13.000 4658 34.062 0.000 2.3 0.0 Ten Post_Boundary BASE 13.17 4.400 13.000 4666 34.460 0.000 2.5 0.0 Ten Post_Boundary BASE 13.25 4.400 13.000 4672 34.786 0.000 2.8 0.0 Ten Post_Boundary BASE 13.33 4.400 13.000 4677 35.042 0.000 3.0 0.0 Ten Post_Boundary BASE 13.42 4.400 13.000 4680 35.197 0.000 3.2 0.0 Ten Post_Boundary BASE 13.50 4.400 13.000 4681 35.241 0.000 3.5 0.0 Ten Post_Boundary BASE 13.58 4.400 13.000 4680 35.188 0.000 3.7 0.0 Ten Post_Boundary BASE 13.67 4.400 13.000 4678 35.059 0.000 4.0 0.0 Ten Post_Boundary BASE 13.75 4.400 13.000 4674 34.861 0.000 4.2 0.0 Ten Post_Boundary BASE 13.83 4.400 13.000 4669 34.612 0.000 4.4 0.0 Ten Post_Boundary BASE 13.92 4.400 13.000 4663 34.317 0.000 4.7 0.0 Ten Post_Boundary BASE 14.00 4.400 13.000 4656 33.978 0.000 4.9 0.0 Ten Post_Boundary BASE 14.08 4.400 13.000 4649 33.594 0.000 5.1 0.0 Ten Post_Boundary BASE 14.17 4.400 13.000 4640 33.163 0.000 5.4 0.0 Ten Post_Boundary BASE 14.25 4.400 13.000 4630 32.682 0.000 5.6 0.0 Ten Post_Boundary BASE 14.33 4.400 13.000 4620 32.176 0.000 5.8 0.0 Ten Post_Boundary BASE 14.42 4.400 13.000 4610 31.654 0.000 6.0 0.0 Ten Post_Boundary BASE 14.50 4.400 13.000 4599 31.120 0.000 6.3 0.0 Ten Post_Boundary BASE 14.58 4.400 13.000 4587 30.573 0.000 6.5 0.0 Ten Post_Boundary BASE 14.67 4.400 13.000 4576 30.010 0.000 6.7 0.0 Ten Post_Boundary BASE 14.75 4.400 13.000 4564 29.432 0.000 6.9 0.0 Ten Post_Boundary BASE 14.83 4.400 13.000 4551 28.849 0.000 7.1 0.0 Ten Post_Boundary BASE 14.92 4.400 13.000 4539 28.271 0.000 7.3 0.0 Ten Post_Boundary BASE 15.00 4.400 13.000 4527 27.699 0.000 7.5 0.0 Ten Post_Boundary BASE 15.50 4.400 13.000 4454 24.430 0.000 8.6 0.0 Ten Post_Boundary BASE 16.00 4.400 13.000 4382 21.425 0.000 9.5 0.0 Ten Post_Boundary BASE 16.50 4.400 13.000 4323 19.049 0.000 10.3 0.0 Ten Post_Boundary BASE 17.00 4.400 13.000 4274 17.192 0.000 11.1 0.0 Ten Post_Boundary BASE 17.50 4.400 13.000 4236 15.804 0.000 11.8 0.0 Ten Post_Boundary BASE 18.00 4.400 13.000 4205 14.740 0.000 12.4 0.0 Ten Post_Boundary BASE 18.50 4.400 13.000 4179 13.836 0.000 13.0 0.0 Ten Post_Boundary BASE 19.00 4.400 13.000 4156 13.081 0.000 13.5 0.0 Ten Post_Boundary BASE 19.50 4.400 13.000 4136 12.445 0.000 14.1 0.0 Ten Post_Boundary BASE 20.00 4.400 13.000 4120 11.933 0.000 14.6 0.0 Ten Post_Boundary BASE 20.50 4.400 13.000 4103 11.412 0.000 15.1 0.0 Ten Post_Boundary BASE 21.00 4.400 13.000 4087 10.911 0.000 15.5 0.0 Ten Post_Boundary BASE 21.50 4.400 13.000 4071 10.421 0.000 16.0 0.0 Ten Post_Boundary BASE 22.00 4.400 13.000 4056 9.992 0.000 16.4 0.0 Ten Post_Boundary BASE 22.50 4.400 13.000 4045 9.674 0.000 16.8 0.0 Ten Post_Boundary BASE 23.00 4.400 13.000 4037 9.445 0.000 17.2 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 46 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Post_Boundary BASE 23.50 4.400 13.000 4031 9.277 0.000 17.6 0.0 Ten Post_Boundary BASE 24.00 4.400 13.000 4025 9.124 0.000 18.0 0.0 Ten Post_Boundary BASE 24.50 4.400 13.000 4006 8.587 0.000 18.3 0.0 Ten Post_Boundary BASE 25.00 4.400 13.000 3972 7.700 0.000 18.7 0.0 Ten Post_Boundary BASE 25.50 4.400 13.000 3926 6.564 0.000 19.0 0.0 Ten Post_Boundary BASE 26.00 4.400 13.000 3877 5.434 0.000 19.2 0.0 Ten Post_Boundary BASE 26.50 4.400 13.000 3832 4.472 0.000 19.4 0.0 Ten Post_Boundary BASE 27.00 4.400 13.000 3795 3.756 0.000 19.6 0.0 Ten Post_Boundary BASE 27.50 4.400 13.000 3767 3.240 0.000 19.7 0.0 Ten Post_Boundary BASE 28.00 4.400 13.000 3746 2.876 0.000 19.8 0.0 Ten Post_Boundary BASE 28.50 4.400 13.000 3729 2.611 0.000 20.0 0.0 Ten Post_Boundary BASE 29.00 4.400 13.000 3716 2.403 0.000 20.1 0.0 Ten Post_Boundary BASE 29.50 4.400 13.000 3705 2.232 0.000 20.2 0.0 Ten Post_Boundary BASE 30.00 4.400 13.000 3695 2.081 0.000 20.2 0.0 Ten Post_Boundary BASE 30.50 4.400 13.000 3685 1.937 0.000 20.3 0.0 Ten Post_Boundary BASE 31.00 4.400 13.000 3675 1.802 0.000 20.4 0.0 Ten Post_Boundary BASE 31.50 4.400 13.000 3666 1.686 0.000 20.5 0.0 Ten Post_Boundary BASE 32.00 4.400 13.000 3659 1.582 0.000 20.5 0.0 Ten Post_Boundary BASE 32.50 4.400 13.000 3651 1.487 0.000 20.6 0.0 Ten Post_Boundary BASE 33.00 4.400 13.000 3644 1.399 0.000 20.7 0.0 Ten Post_Boundary BASE 33.50 4.400 13.000 3637 1.320 0.000 20.7 0.0 Ten Post_Boundary BASE 34.00 4.400 13.000 3631 1.247 0.000 20.8 0.0 Ten Post_Boundary BASE 34.50 4.400 13.000 3626 1.182 0.000 20.8 0.0 Ten Post_Boundary BASE 35.00 4.400 13.000 3620 1.122 0.000 20.9 0.0 Ten Post_Boundary BASE 35.50 4.400 13.000 3615 1.068 0.000 20.9 0.0 Ten Post_Boundary BASE 36.00 4.400 13.000 3611 1.018 0.000 21.0 0.0 Ten Post_Boundary BASE 36.50 4.400 13.000 3606 0.973 0.000 21.0 0.0 Ten Post_Boundary BASE 37.00 4.400 13.000 3602 0.931 0.000 21.0 0.0 Ten Post_Boundary BASE 37.50 4.400 13.000 3599 0.892 0.000 21.1 0.0 Ten Post_Boundary BASE 38.00 4.400 13.000 3595 0.857 0.000 21.1 0.0 Ten Post_Boundary BASE 38.50 4.400 13.000 3591 0.817 0.000 21.2 0.0 Ten Post_Boundary BASE 39.00 4.400 13.000 3586 0.769 0.000 21.2 0.0 Ten Post_Boundary BASE 39.50 4.400 13.000 3582 0.729 0.000 21.2 0.0 Ten Post_Boundary BASE 40.00 4.400 13.000 3578 0.691 0.000 21.2 0.0 Ten Post_Boundary BASE 40.50 4.400 13.000 3574 0.656 0.000 21.3 0.0 Ten Post_Boundary BASE 41.00 4.400 13.000 3570 0.623 0.000 21.3 0.0 Ten Post_Boundary BASE 41.50 4.400 13.000 3567 0.593 0.000 21.3 0.0 Ten Post_Boundary BASE 42.00 4.400 13.000 3563 0.565 0.000 21.4 0.0 Ten Post_Boundary BASE 42.50 4.400 13.000 3560 0.538 0.000 21.4 0.0 Ten Post_Boundary BASE 43.00 4.400 13.000 3557 0.512 0.000 21.4 0.0 Ten Post_Boundary BASE 43.50 4.400 13.000 3554 0.487 0.000 21.4 0.0 Ten Post_Boundary BASE 44.00 4.400 13.000 3551 0.463 0.000 21.4 0.0 Ten Post_Boundary BASE 44.50 4.400 13.000 3548 0.441 0.000 21.5 0.0 Ten Post_Boundary BASE 45.00 4.400 13.000 3545 0.419 0.000 21.5 0.0 Ten Post_Boundary BASE 45.50 4.400 13.000 3542 0.398 0.000 21.5 0.0 Ten Post_Boundary BASE 46.00 4.400 13.000 3539 0.378 0.000 21.5 0.0 Ten Post_Boundary BASE 46.50 4.400 13.000 3536 0.358 0.000 21.5 0.0 Ten Post_Boundary BASE 47.00 4.400 13.000 3533 0.339 0.000 21.5 0.0 Ten Post_Boundary BASE 47.50 4.400 13.000 3530 0.318 0.000 21.5 0.0 Ten Post_Boundary BASE 48.00 4.400 13.000 3527 0.298 0.000 21.6 0.0 Ten Post_Boundary BASE 48.00 4.400 13.000 3527 0.298 0.000 21.6 0.0 Ten Pre-Downstream BASE 0.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 47 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Downstream BASE 0.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 0.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 1.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 2.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 3.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 48 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Downstream BASE 4.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 4.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 5.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 6.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.67 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.75 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.83 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 7.92 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.00 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.08 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.17 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.25 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.33 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.42 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.50 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.58 4.800 0.000 1596 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.67 4.800 0.000 29778 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.75 4.800 0.000 29779 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 8.83 4.800 0.000 29779 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 49 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Downstream BASE 8.92 4.800 0.000 29779 0.000 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.00 4.800 0.000 29780 0.001 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.08 4.800 0.000 29781 0.001 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.17 4.800 0.000 29782 0.002 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.25 4.800 0.000 29783 0.003 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.33 4.800 0.000 29784 0.004 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.42 4.800 0.000 29786 0.006 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.50 4.800 0.000 29787 0.007 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.58 4.800 0.000 29789 0.009 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.67 4.800 0.000 29790 0.012 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.75 4.801 0.000 29792 0.015 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.83 4.801 0.000 29795 0.018 0.000 0.0 0.0 Ten Pre-Downstream BASE 9.92 4.801 0.000 29797 0.022 0.000 0.0 0.0 Ten Pre-Downstream BASE 10.00 4.801 0.000 29799 0.027 0.000 0.0 0.0 Ten Pre-Downstream BASE 10.08 4.801 0.000 29802 0.033 0.000 0.0 0.0 Ten Pre-Downstream BASE 10.17 4.802 0.000 29805 0.041 0.000 0.0 0.0 Ten Pre-Downstream BASE 10.25 4.802 0.000 29809 0.052 0.001 0.0 0.0 Ten Pre-Downstream BASE 10.33 4.803 0.000 29814 0.071 0.001 0.0 0.0 Ten Pre-Downstream BASE 10.42 4.804 0.000 29820 0.097 0.001 0.0 0.0 Ten Pre-Downstream BASE 10.50 4.805 0.000 29829 0.131 0.002 0.0 0.0 Ten Pre-Downstream BASE 10.58 4.806 0.000 29839 0.177 0.003 0.0 0.0 Ten Pre-Downstream BASE 10.67 4.808 0.000 29852 0.236 0.005 0.0 0.0 Ten Pre-Downstream BASE 10.75 4.811 0.000 29869 0.308 0.009 0.0 0.0 Ten Pre-Downstream BASE 10.83 4.814 0.000 29891 0.404 0.014 0.0 0.0 Ten Pre-Downstream BASE 10.92 4.819 0.000 29917 0.519 0.022 0.0 0.0 Ten Pre-Downstream BASE 11.00 4.824 0.000 29949 0.658 0.034 0.0 0.0 Ten Pre-Downstream BASE 11.08 4.832 0.000 29989 0.826 0.052 0.0 0.0 Ten Pre-Downstream BASE 11.17 4.840 0.000 30035 1.016 0.079 0.0 0.0 Ten Pre-Downstream BASE 11.25 4.850 0.000 30090 1.229 0.116 0.0 0.0 Ten Pre-Downstream BASE 11.33 4.862 0.000 30153 1.476 0.169 0.0 0.0 Ten Pre-Downstream BASE 11.42 4.876 0.000 30227 1.763 0.241 0.1 0.0 Ten Pre-Downstream BASE 11.50 4.893 0.000 30311 2.099 0.338 0.1 0.0 Ten Pre-Downstream BASE 11.58 4.912 0.000 30413 2.646 0.472 0.1 0.0 Ten Pre-Downstream BASE 11.67 4.936 0.000 30550 3.588 0.673 0.1 0.0 Ten Pre-Downstream BASE 11.75 4.971 0.000 30749 5.190 1.010 0.1 0.0 Ten Pre-Downstream BASE 11.83 5.024 0.000 31050 8.531 1.653 0.2 0.0 Ten Pre-Downstream BASE 11.92 5.110 0.000 31551 14.940 3.051 0.3 0.0 Ten Pre-Downstream BASE 12.00 5.257 0.000 32395 25.813 6.410 0.4 0.1 Ten Pre-Downstream BASE 12.08 5.461 0.000 33557 37.197 13.335 0.6 0.1 Ten Pre-Downstream BASE 12.17 5.652 0.000 34661 40.969 22.378 0.9 0.3 Ten Pre-Downstream BASE 12.25 5.790 0.000 35487 44.705 30.572 1.2 0.5 Ten Pre-Downstream BASE 12.33 5.892 0.000 36099 47.814 37.525 1.5 0.7 Ten Pre-Downstream BASE 12.42 5.962 0.000 36528 49.669 42.865 1.8 1.0 Ten Pre-Downstream BASE 12.50 6.006 0.000 36794 50.290 46.351 2.2 1.3 Ten Pre-Downstream BASE 12.58 6.028 0.000 36931 49.790 48.168 2.5 1.6 Ten Pre-Downstream BASE 12.67 6.034 0.000 36971 48.655 48.672 2.9 1.9 Ten Pre-Downstream BASE 12.75 6.029 0.000 36947 47.225 48.277 3.2 2.3 Ten Pre-Downstream BASE 12.83 6.018 0.000 36885 45.737 47.362 3.5 2.6 Ten Pre-Downstream BASE 12.92 6.003 0.000 36798 44.178 46.138 3.8 2.9 Ten Pre-Downstream BASE 13.00 5.986 0.000 36700 42.646 44.780 4.1 3.2 Ten Pre-Downstream BASE 13.08 5.969 0.000 36599 41.398 43.409 4.4 3.5 Ten Pre-Downstream BASE 13.17 5.954 0.000 36509 40.426 42.193 4.7 3.8 Ten Pre-Downstream BASE 13.25 5.940 0.000 36428 39.545 41.130 5.0 4.1 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 50 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Downstream BASE 13.33 5.928 0.000 36356 38.777 40.201 5.2 4.4 Ten Pre-Downstream BASE 13.42 5.916 0.000 36289 37.986 39.336 5.5 4.7 Ten Pre-Downstream BASE 13.50 5.905 0.000 36224 37.197 38.519 5.8 4.9 Ten Pre-Downstream BASE 13.58 5.895 0.000 36161 36.469 37.737 6.0 5.2 Ten Pre-Downstream BASE 13.67 5.884 0.000 36099 35.756 36.983 6.3 5.5 Ten Pre-Downstream BASE 13.75 5.874 0.000 36039 35.051 36.255 6.5 5.7 Ten Pre-Downstream BASE 13.83 5.864 0.000 35980 34.379 35.554 6.8 6.0 Ten Pre-Downstream BASE 13.92 5.854 0.000 35922 33.706 34.870 7.0 6.2 Ten Pre-Downstream BASE 14.00 5.845 0.000 35864 33.038 34.198 7.2 6.4 Ten Pre-Downstream BASE 14.08 5.835 0.000 35805 32.363 33.533 7.4 6.7 Ten Pre-Downstream BASE 14.17 5.825 0.000 35745 31.658 32.861 7.7 6.9 Ten Pre-Downstream BASE 14.25 5.815 0.000 35684 30.930 32.172 7.9 7.1 Ten Pre-Downstream BASE 14.33 5.804 0.000 35621 30.234 31.478 8.1 7.3 Ten Pre-Downstream BASE 14.42 5.794 0.000 35557 29.530 30.792 8.3 7.6 Ten Pre-Downstream BASE 14.50 5.783 0.000 35492 28.815 30.098 8.5 7.8 Ten Pre-Downstream BASE 14.58 5.772 0.000 35427 28.115 29.406 8.7 8.0 Ten Pre-Downstream BASE 14.67 5.761 0.000 35360 27.402 28.718 8.9 8.2 Ten Pre-Downstream BASE 14.75 5.750 0.000 35292 26.672 28.015 9.1 8.4 Ten Pre-Downstream BASE 14.83 5.739 0.000 35223 25.990 27.321 9.3 8.6 Ten Pre-Downstream BASE 14.92 5.727 0.000 35155 25.316 26.640 9.4 8.7 Ten Pre-Downstream BASE 15.00 5.716 0.000 35086 24.647 25.967 9.6 8.9 Ten Pre-Downstream BASE 15.50 5.652 0.000 34696 21.088 22.329 10.5 9.9 Ten Pre-Downstream BASE 16.00 5.589 0.000 34319 17.974 19.099 11.4 10.8 Ten Pre-Downstream BASE 16.50 5.537 0.000 34002 15.718 16.598 12.0 11.5 Ten Pre-Downstream BASE 17.00 5.493 0.000 33740 13.929 14.676 12.7 12.2 Ten Pre-Downstream BASE 17.50 5.457 0.000 33523 12.585 13.174 13.2 12.7 Ten Pre-Downstream BASE 18.00 5.429 0.000 33353 11.558 12.057 13.7 13.3 Ten Pre-Downstream BASE 18.50 5.402 0.000 33195 10.584 11.064 14.2 13.7 Ten Pre-Downstream BASE 19.00 5.379 0.000 33054 9.824 10.219 14.6 14.2 Ten Pre-Downstream BASE 19.50 5.360 0.000 32941 9.273 9.571 15.0 14.6 Ten Pre-Downstream BASE 20.00 5.346 0.000 32856 8.851 9.101 15.4 15.0 Ten Pre-Downstream BASE 20.50 5.329 0.000 32757 8.224 8.554 15.7 15.3 Ten Pre-Downstream BASE 21.00 5.312 0.000 32651 7.687 7.999 16.0 15.7 Ten Pre-Downstream BASE 21.50 5.296 0.000 32558 7.274 7.531 16.3 16.0 Ten Pre-Downstream BASE 22.00 5.284 0.000 32484 6.980 7.168 16.6 16.3 Ten Pre-Downstream BASE 22.50 5.275 0.000 32435 6.812 6.929 16.9 16.6 Ten Pre-Downstream BASE 23.00 5.271 0.000 32407 6.757 6.799 17.2 16.9 Ten Pre-Downstream BASE 23.50 5.269 0.000 32396 6.723 6.745 17.5 17.2 Ten Pre-Downstream BASE 24.00 5.267 0.000 32385 6.604 6.692 17.8 17.4 Ten Pre-Downstream BASE 24.50 5.246 0.000 32260 5.436 6.107 18.0 17.7 Ten Pre-Downstream BASE 25.00 5.200 0.000 31990 4.035 4.962 18.2 17.9 Ten Pre-Downstream BASE 25.50 5.144 0.000 31653 2.695 3.719 18.3 18.1 Ten Pre-Downstream BASE 26.00 5.087 0.000 31305 1.658 2.632 18.4 18.2 Ten Pre-Downstream BASE 26.50 5.034 0.000 30987 0.967 1.802 18.5 18.3 Ten Pre-Downstream BASE 27.00 4.992 0.000 30731 0.626 1.244 18.5 18.4 Ten Pre-Downstream BASE 27.50 4.945 0.000 30490 0.048 0.752 18.5 18.4 Ten Pre-Downstream BASE 28.00 4.911 0.000 30323 0.012 0.468 18.5 18.5 Ten Pre-Downstream BASE 28.50 4.889 0.000 30212 0.005 0.315 18.5 18.5 Ten Pre-Downstream BASE 29.00 4.873 0.000 30136 0.002 0.224 18.5 18.5 Ten Pre-Downstream BASE 29.50 4.862 0.000 30079 0.001 0.167 18.5 18.5 Ten Pre-Downstream BASE 30.00 4.853 0.000 30037 0.001 0.128 18.5 18.5 Ten Pre-Downstream BASE 30.50 4.846 0.000 30004 0.001 0.101 18.5 18.5 Ten Pre-Downstream BASE 31.00 4.841 0.000 29977 0.000 0.082 18.5 18.5 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 51 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Downstream BASE 31.50 4.836 0.000 29955 0.000 0.067 18.5 18.5 Ten Pre-Downstream BASE 32.00 4.833 0.000 29937 0.000 0.056 18.5 18.5 Ten Pre-Downstream BASE 32.50 4.830 0.000 29922 0.000 0.047 18.5 18.5 Ten Pre-Downstream BASE 33.00 4.827 0.000 29910 0.000 0.040 18.5 18.5 Ten Pre-Downstream BASE 33.50 4.825 0.000 29899 0.000 0.035 18.5 18.5 Ten Pre-Downstream BASE 34.00 4.823 0.000 29889 0.000 0.030 18.5 18.5 Ten Pre-Downstream BASE 34.50 4.821 0.000 29881 0.000 0.027 18.5 18.5 Ten Pre-Downstream BASE 35.00 4.820 0.000 29874 0.000 0.023 18.5 18.5 Ten Pre-Downstream BASE 35.50 4.818 0.000 29867 0.000 0.021 18.5 18.5 Ten Pre-Downstream BASE 36.00 4.817 0.000 29861 0.000 0.019 18.5 18.5 Ten Pre-Downstream BASE 36.50 4.816 0.000 29856 0.000 0.017 18.5 18.5 Ten Pre-Downstream BASE 37.00 4.815 0.000 29851 0.000 0.015 18.5 18.5 Ten Pre-Downstream BASE 37.50 4.814 0.000 29847 0.000 0.014 18.5 18.5 Ten Pre-Downstream BASE 38.00 4.813 0.000 29843 0.000 0.012 18.5 18.5 Ten Pre-Downstream BASE 38.50 4.813 0.000 29840 0.000 0.011 18.5 18.5 Ten Pre-Downstream BASE 39.00 4.812 0.000 29837 0.000 0.010 18.5 18.5 Ten Pre-Downstream BASE 39.50 4.812 0.000 29834 0.000 0.009 18.5 18.5 Ten Pre-Downstream BASE 40.00 4.811 0.000 29831 0.000 0.009 18.5 18.5 Ten Pre-Downstream BASE 40.50 4.810 0.000 29829 0.000 0.008 18.5 18.5 Ten Pre-Downstream BASE 41.00 4.810 0.000 29826 0.000 0.007 18.5 18.5 Ten Pre-Downstream BASE 41.50 4.810 0.000 29824 0.000 0.007 18.5 18.5 Ten Pre-Downstream BASE 42.00 4.809 0.000 29822 0.000 0.006 18.5 18.5 Ten Pre-Downstream BASE 42.50 4.809 0.000 29821 0.000 0.006 18.5 18.5 Ten Pre-Downstream BASE 43.00 4.808 0.000 29819 0.000 0.006 18.5 18.5 Ten Pre-Downstream BASE 43.50 4.808 0.000 29817 0.000 0.005 18.5 18.5 Ten Pre-Downstream BASE 44.00 4.808 0.000 29816 0.000 0.005 18.5 18.5 Ten Pre-Downstream BASE 44.50 4.807 0.000 29814 0.000 0.005 18.5 18.5 Ten Pre-Downstream BASE 45.00 4.807 0.000 29813 0.000 0.004 18.5 18.5 Ten Pre-Downstream BASE 45.50 4.807 0.000 29812 0.000 0.004 18.5 18.5 Ten Pre-Downstream BASE 46.00 4.807 0.000 29811 0.000 0.004 18.5 18.5 Ten Pre-Downstream BASE 46.50 4.807 0.000 29810 0.000 0.004 18.5 18.5 Ten Pre-Downstream BASE 47.00 4.806 0.000 29809 0.000 0.003 18.5 18.5 Ten Pre-Downstream BASE 47.50 4.806 0.000 29808 0.000 0.003 18.5 18.5 Ten Pre-Downstream BASE 48.00 4.806 0.000 29807 0.000 0.003 18.5 18.5 Ten Pre-Downstream BASE 48.00 4.806 0.000 29807 0.000 0.003 18.5 18.5 Ten Pre-Dwn_Culv BASE 0.00 5.000 0.000 1669 -0.018 0.000 0.0 0.0 Ten Pre-Dwn_Culv BASE 0.08 4.998 0.000 1673 -0.007 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.17 4.996 0.000 1677 -0.008 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.25 4.995 0.000 1681 -0.008 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.33 4.993 0.000 1683 -0.011 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.42 4.992 0.000 1685 -0.005 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.50 4.991 0.000 1685 -0.004 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.58 4.991 0.000 1686 -0.003 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.67 4.990 0.000 1687 -0.003 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.75 4.990 0.000 1687 -0.002 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.83 4.990 0.000 1688 -0.002 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 0.92 4.989 0.000 1688 -0.002 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.00 4.989 0.000 1688 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.08 4.989 0.000 1688 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.17 4.989 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.25 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.33 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 52 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Dwn_Culv BASE 1.42 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.50 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.58 4.988 0.000 1689 -0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.67 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.75 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.83 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 1.92 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.00 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.08 4.988 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.17 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.25 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.33 4.987 0.000 1689 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 2.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 3.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 4.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 53 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Dwn_Culv BASE 5.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 5.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 6.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.08 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.17 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.25 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.33 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.42 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.50 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.58 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.67 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.75 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.83 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 7.92 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.00 4.987 0.000 1690 -0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.08 4.987 0.000 1690 0.000 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.17 4.987 0.000 1690 0.001 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.25 4.987 0.000 1690 0.004 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.33 4.989 0.000 1690 0.009 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.42 4.991 0.000 1691 0.014 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.50 4.994 0.000 1691 0.019 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.58 4.997 0.000 1693 0.022 0.000 -0.0 0.0 Ten Pre-Dwn_Culv BASE 8.67 5.000 0.000 26600 0.023 0.000 0.0 0.0 Ten Pre-Dwn_Culv BASE 8.75 5.000 0.000 26603 0.029 0.000 0.0 0.0 Ten Pre-Dwn_Culv BASE 8.83 5.001 0.000 26606 0.036 0.000 0.0 0.0 Ten Pre-Dwn_Culv BASE 8.92 5.001 0.000 26609 0.044 0.000 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.00 5.002 0.000 26613 0.053 0.001 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.08 5.002 0.000 26616 0.063 0.001 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.17 5.003 0.000 26620 0.075 0.002 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.25 5.004 0.000 26625 0.087 0.003 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.33 5.005 0.000 26629 0.095 0.004 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.42 5.006 0.000 26634 0.099 0.006 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.50 5.007 0.000 26639 0.102 0.007 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.58 5.008 0.000 26644 0.110 0.009 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.67 5.009 0.000 26649 0.128 0.012 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.75 5.011 0.000 26655 0.146 0.015 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.83 5.012 0.000 26662 0.156 0.018 0.0 0.0 Ten Pre-Dwn_Culv BASE 9.92 5.014 0.000 26668 0.159 0.022 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.00 5.015 0.000 26674 0.160 0.027 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.08 5.017 0.000 26680 0.169 0.031 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.17 5.019 0.000 26687 0.190 0.037 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 54 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Dwn_Culv BASE 10.25 5.020 0.000 26695 0.213 0.044 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.33 5.022 0.000 26703 0.234 0.051 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.42 5.025 0.000 26712 0.284 0.061 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.50 5.027 0.000 26722 0.342 0.074 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.58 5.031 0.000 26733 0.384 0.091 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.67 5.034 0.000 26746 0.449 0.112 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.75 5.038 0.000 26761 0.519 0.139 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.83 5.043 0.000 26778 0.583 0.173 0.0 0.0 Ten Pre-Dwn_Culv BASE 10.92 5.047 0.000 26797 0.661 0.216 0.0 0.0 Ten Pre-Dwn_Culv BASE 11.00 5.052 0.000 26819 0.737 0.269 0.0 0.0 Ten Pre-Dwn_Culv BASE 11.08 5.058 0.000 26842 0.799 0.334 0.0 0.0 Ten Pre-Dwn_Culv BASE 11.17 5.063 0.000 26866 0.863 0.412 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.25 5.068 0.000 26891 0.923 0.504 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.33 5.072 0.000 26917 1.013 0.611 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.42 5.077 0.000 26945 1.179 0.740 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.50 5.082 0.000 26977 1.362 0.896 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.58 5.089 0.000 27019 2.048 1.103 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.67 5.106 0.000 27095 3.652 1.478 0.1 0.0 Ten Pre-Dwn_Culv BASE 11.75 5.136 0.000 27221 5.294 2.159 0.1 0.1 Ten Pre-Dwn_Culv BASE 11.83 5.177 0.000 27400 8.018 3.250 0.2 0.1 Ten Pre-Dwn_Culv BASE 11.92 5.249 0.000 27710 14.347 5.426 0.3 0.1 Ten Pre-Dwn_Culv BASE 12.00 5.368 0.000 28218 22.145 9.261 0.4 0.2 Ten Pre-Dwn_Culv BASE 12.08 5.512 0.000 28861 25.446 11.335 0.6 0.2 Ten Pre-Dwn_Culv BASE 12.17 5.660 0.000 29502 21.207 6.791 0.7 0.3 Ten Pre-Dwn_Culv BASE 12.25 5.793 0.000 30041 16.849 5.043 0.8 0.3 Ten Pre-Dwn_Culv BASE 12.33 5.895 0.000 30451 16.171 7.317 1.0 0.4 Ten Pre-Dwn_Culv BASE 12.42 5.968 0.000 30740 16.728 10.671 1.1 0.4 Ten Pre-Dwn_Culv BASE 12.50 6.015 0.000 30923 17.976 14.307 1.2 0.5 Ten Pre-Dwn_Culv BASE 12.58 6.041 0.000 31022 19.616 17.821 1.3 0.6 Ten Pre-Dwn_Culv BASE 12.67 6.051 0.000 31058 21.139 20.717 1.5 0.8 Ten Pre-Dwn_Culv BASE 12.75 6.051 0.000 31051 22.497 22.948 1.6 0.9 Ten Pre-Dwn_Culv BASE 12.83 6.044 0.000 31017 23.562 24.551 1.8 1.1 Ten Pre-Dwn_Culv BASE 12.92 6.032 0.000 30967 24.228 25.569 1.9 1.3 Ten Pre-Dwn_Culv BASE 13.00 6.019 0.000 30908 24.697 26.195 2.1 1.4 Ten Pre-Dwn_Culv BASE 13.08 6.004 0.000 30847 25.306 26.676 2.3 1.6 Ten Pre-Dwn_Culv BASE 13.17 5.992 0.000 30792 25.994 27.198 2.5 1.8 Ten Pre-Dwn_Culv BASE 13.25 5.981 0.000 30745 26.503 27.582 2.6 2.0 Ten Pre-Dwn_Culv BASE 13.33 5.971 0.000 30701 26.826 27.820 2.8 2.2 Ten Pre-Dwn_Culv BASE 13.42 5.961 0.000 30661 26.945 27.920 3.0 2.4 Ten Pre-Dwn_Culv BASE 13.50 5.952 0.000 30621 26.962 27.926 3.2 2.6 Ten Pre-Dwn_Culv BASE 13.58 5.942 0.000 30582 26.938 27.875 3.4 2.8 Ten Pre-Dwn_Culv BASE 13.67 5.933 0.000 30545 26.834 27.765 3.6 2.9 Ten Pre-Dwn_Culv BASE 13.75 5.924 0.000 30507 26.662 27.591 3.7 3.1 Ten Pre-Dwn_Culv BASE 13.83 5.915 0.000 30471 26.428 27.357 3.9 3.3 Ten Pre-Dwn_Culv BASE 13.92 5.906 0.000 30434 26.121 27.062 4.1 3.5 Ten Pre-Dwn_Culv BASE 14.00 5.896 0.000 30397 25.770 26.719 4.3 3.7 Ten Pre-Dwn_Culv BASE 14.08 5.887 0.000 30359 25.350 26.325 4.5 3.9 Ten Pre-Dwn_Culv BASE 14.17 5.877 0.000 30320 24.895 25.903 4.6 4.1 Ten Pre-Dwn_Culv BASE 14.25 5.867 0.000 30280 24.408 25.457 4.8 4.2 Ten Pre-Dwn_Culv BASE 14.33 5.856 0.000 30239 23.943 24.996 5.0 4.4 Ten Pre-Dwn_Culv BASE 14.42 5.846 0.000 30198 23.458 24.527 5.1 4.6 Ten Pre-Dwn_Culv BASE 14.50 5.835 0.000 30156 22.953 24.046 5.3 4.7 Ten Pre-Dwn_Culv BASE 14.58 5.824 0.000 30113 22.397 23.518 5.5 4.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 55 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Dwn_Culv BASE 14.67 5.813 0.000 30069 21.829 22.978 5.6 5.1 Ten Pre-Dwn_Culv BASE 14.75 5.801 0.000 30023 21.251 22.421 5.8 5.2 Ten Pre-Dwn_Culv BASE 14.83 5.790 0.000 29978 20.728 21.882 5.9 5.4 Ten Pre-Dwn_Culv BASE 14.92 5.778 0.000 29933 20.202 21.352 6.0 5.5 Ten Pre-Dwn_Culv BASE 15.00 5.767 0.000 29887 19.675 20.826 6.2 5.7 Ten Pre-Dwn_Culv BASE 15.50 5.699 0.000 29623 16.484 17.601 6.9 6.5 Ten Pre-Dwn_Culv BASE 16.00 5.634 0.000 29368 13.873 14.875 7.5 7.1 Ten Pre-Dwn_Culv BASE 16.50 5.580 0.000 29151 11.911 12.704 8.1 7.7 Ten Pre-Dwn_Culv BASE 17.00 5.535 0.000 28972 10.478 11.133 8.5 8.2 Ten Pre-Dwn_Culv BASE 17.50 5.498 0.000 28825 9.484 9.993 9.0 8.6 Ten Pre-Dwn_Culv BASE 18.00 5.469 0.000 28709 8.645 9.086 9.3 9.0 Ten Pre-Dwn_Culv BASE 18.50 5.443 0.000 28603 7.972 8.385 9.7 9.4 Ten Pre-Dwn_Culv BASE 19.00 5.419 0.000 28507 7.380 7.735 10.0 9.7 Ten Pre-Dwn_Culv BASE 19.50 5.399 0.000 28429 6.930 7.198 10.3 10.0 Ten Pre-Dwn_Culv BASE 20.00 5.385 0.000 28371 6.600 6.824 10.6 10.3 Ten Pre-Dwn_Culv BASE 20.50 5.369 0.000 28307 6.267 6.532 10.8 10.6 Ten Pre-Dwn_Culv BASE 21.00 5.351 0.000 28234 5.818 6.095 11.1 10.9 Ten Pre-Dwn_Culv BASE 21.50 5.335 0.000 28169 5.433 5.667 11.3 11.1 Ten Pre-Dwn_Culv BASE 22.00 5.323 0.000 28119 5.226 5.391 11.5 11.3 Ten Pre-Dwn_Culv BASE 22.50 5.315 0.000 28086 5.118 5.222 11.7 11.6 Ten Pre-Dwn_Culv BASE 23.00 5.310 0.000 28068 5.103 5.140 12.0 11.8 Ten Pre-Dwn_Culv BASE 23.50 5.309 0.000 28061 5.110 5.117 12.2 12.0 Ten Pre-Dwn_Culv BASE 24.00 5.307 0.000 28054 5.012 5.086 12.4 12.2 Ten Pre-Dwn_Culv BASE 24.50 5.288 0.000 27974 4.287 4.800 12.6 12.4 Ten Pre-Dwn_Culv BASE 25.00 5.243 0.000 27790 3.051 3.906 12.7 12.6 Ten Pre-Dwn_Culv BASE 25.50 5.182 0.000 27544 1.699 2.670 12.8 12.7 Ten Pre-Dwn_Culv BASE 26.00 5.119 0.000 27288 0.715 1.655 12.9 12.8 Ten Pre-Dwn_Culv BASE 26.50 5.061 0.000 27054 0.175 0.967 12.9 12.9 Ten Pre-Dwn_Culv BASE 27.00 5.015 0.000 26871 0.040 0.626 12.9 12.9 Ten Pre-Dwn_Culv BASE 27.50 5.003 0.000 26785 0.002 0.048 12.9 12.9 Ten Pre-Dwn_Culv BASE 28.00 5.001 0.000 26746 0.000 0.012 12.9 12.9 Ten Pre-Dwn_Culv BASE 28.50 5.001 0.000 26723 0.000 0.005 12.9 12.9 Ten Pre-Dwn_Culv BASE 29.00 5.000 0.000 26706 0.000 0.002 12.9 12.9 Ten Pre-Dwn_Culv BASE 29.50 5.000 0.000 26694 0.000 0.001 12.9 12.9 Ten Pre-Dwn_Culv BASE 30.00 5.000 0.000 26686 0.000 0.001 12.9 12.9 Ten Pre-Dwn_Culv BASE 30.50 5.000 0.000 26679 0.000 0.001 12.9 12.9 Ten Pre-Dwn_Culv BASE 31.00 5.000 0.000 26673 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 31.50 5.000 0.000 26669 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 32.00 5.000 0.000 26665 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 32.50 5.000 0.000 26662 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 33.00 5.000 0.000 26659 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 33.50 5.000 0.000 26657 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 34.00 5.000 0.000 26655 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 34.50 5.000 0.000 26653 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 35.00 5.000 0.000 26652 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 35.50 5.000 0.000 26650 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 36.00 5.000 0.000 26649 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 36.50 5.000 0.000 26648 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 37.00 5.000 0.000 26647 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 37.50 5.000 0.000 26646 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 38.00 5.000 0.000 26646 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 38.50 5.000 0.000 26645 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 39.00 5.000 0.000 26644 0.000 0.000 12.9 12.9 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 56 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Dwn_Culv BASE 39.50 5.000 0.000 26644 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 40.00 5.000 0.000 26643 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 40.50 5.000 0.000 26643 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 41.00 5.000 0.000 26642 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 41.50 5.000 0.000 26642 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 42.00 5.000 0.000 26641 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 42.50 5.000 0.000 26641 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 43.00 5.000 0.000 26640 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 43.50 5.000 0.000 26640 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 44.00 5.000 0.000 26640 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 44.50 5.000 0.000 26640 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 45.00 5.000 0.000 26639 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 45.50 5.000 0.000 26639 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 46.00 5.000 0.000 26639 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 46.50 5.000 0.000 26639 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 47.00 5.000 0.000 26638 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 47.50 5.000 0.000 26638 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 48.00 5.000 0.000 26638 0.000 0.000 12.9 12.9 Ten Pre-Dwn_Culv BASE 48.00 5.000 0.000 26638 0.000 0.000 12.9 12.9 Ten Pre-Up_Culvert BASE 0.00 4.390 15.000 206 0.000 -0.018 0.0 0.0 Ten Pre-Up_Culvert BASE 0.08 4.409 15.000 218 0.000 -0.007 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.17 4.418 15.000 231 0.000 -0.008 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.25 4.428 15.000 244 0.000 -0.008 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.33 4.440 15.000 251 0.000 -0.011 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.42 4.447 15.000 255 0.000 -0.005 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.50 4.452 15.000 257 0.000 -0.004 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.58 4.456 15.000 260 0.000 -0.003 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.67 4.459 15.000 261 0.000 -0.003 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.75 4.462 15.000 263 0.000 -0.002 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.83 4.464 15.000 264 0.000 -0.002 0.0 -0.0 Ten Pre-Up_Culvert BASE 0.92 4.466 15.000 265 0.000 -0.002 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.00 4.468 15.000 266 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.08 4.469 15.000 267 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.17 4.470 15.000 267 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.25 4.472 15.000 268 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.33 4.472 15.000 268 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.42 4.473 15.000 268 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.50 4.474 15.000 269 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.58 4.475 15.000 269 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.67 4.475 15.000 269 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.75 4.476 15.000 269 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.83 4.476 15.000 269 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 1.92 4.477 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.00 4.477 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.08 4.477 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.17 4.478 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.25 4.478 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.33 4.478 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.42 4.478 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.50 4.479 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.58 4.479 15.000 270 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.67 4.479 15.000 271 0.000 -0.000 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 57 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Up_Culvert BASE 2.75 4.479 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.83 4.479 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 2.92 4.479 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.00 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.08 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.17 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.25 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.33 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.42 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.50 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.58 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.67 4.480 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.75 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.83 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 3.92 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.00 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.08 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.17 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.25 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.33 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.42 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.50 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.58 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.67 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.75 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.83 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 4.92 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.00 4.481 15.000 271 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.08 4.481 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.17 4.481 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.25 4.481 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.33 4.481 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.42 4.481 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 5.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.33 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.42 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 6.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 58 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Up_Culvert BASE 7.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.33 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.42 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.50 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.58 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.67 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.75 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.83 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 7.92 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.00 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.08 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.17 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.25 4.482 15.000 272 0.000 -0.000 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.33 4.483 15.000 272 0.000 -0.001 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.42 4.485 15.000 273 0.000 -0.003 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.50 4.490 15.000 275 0.000 -0.007 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.58 4.500 15.000 279 0.000 -0.013 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.67 4.517 15.000 286 0.000 -0.018 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.75 4.536 15.000 292 0.000 -0.019 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.83 4.556 15.000 307 0.000 -0.020 0.0 -0.0 Ten Pre-Up_Culvert BASE 8.92 4.575 15.000 326 0.000 -0.021 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.00 4.593 15.000 344 0.000 -0.022 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.08 4.612 15.000 363 0.000 -0.023 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.17 4.632 15.000 381 0.000 -0.025 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.25 4.651 15.000 400 0.000 -0.027 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.33 4.672 15.000 419 0.000 -0.029 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.42 4.693 15.000 439 0.000 -0.032 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.50 4.715 15.000 459 0.000 -0.034 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.58 4.738 15.000 480 0.000 -0.037 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.67 4.762 15.000 501 0.000 -0.040 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.75 4.786 15.000 523 0.000 -0.044 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.83 4.812 15.000 546 0.000 -0.048 0.0 -0.0 Ten Pre-Up_Culvert BASE 9.92 4.840 15.000 569 0.000 -0.053 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.00 4.868 15.000 594 0.000 -0.057 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.08 4.897 15.000 619 0.000 -0.062 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.17 4.928 15.000 645 0.000 -0.067 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.25 4.959 15.000 672 0.000 -0.073 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.33 4.992 15.000 700 0.000 -0.077 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.42 5.016 15.000 1099 0.000 -0.054 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.50 5.026 15.000 1323 0.000 -0.022 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.58 5.029 15.000 1415 0.000 -0.016 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.67 5.033 15.000 1497 0.000 -0.018 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.75 5.037 15.000 1589 0.000 -0.022 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.83 5.041 15.000 1692 0.000 -0.025 0.0 -0.0 Ten Pre-Up_Culvert BASE 10.92 5.046 15.000 1803 0.000 -0.029 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.00 5.051 15.000 1923 0.000 -0.033 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.08 5.058 15.000 2093 0.000 -0.036 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.17 5.063 15.000 2216 0.000 -0.037 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.25 5.068 15.000 2332 0.000 -0.036 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.33 5.072 15.000 2441 0.000 -0.036 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.42 5.077 15.000 2553 0.000 -0.041 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.50 5.082 15.000 2674 0.000 -0.046 0.0 -0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 59 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Up_Culvert BASE 11.58 5.089 15.000 2839 0.000 -0.093 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.67 5.103 15.000 3197 0.000 -0.220 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.75 5.129 15.000 3814 0.001 -0.376 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.83 5.167 15.000 4733 0.283 -0.486 0.0 -0.0 Ten Pre-Up_Culvert BASE 11.92 5.237 15.000 6422 1.480 -0.659 0.0 -0.0 Ten Pre-Up_Culvert BASE 12.00 5.365 15.000 9490 4.257 -0.418 0.0 -0.0 Ten Pre-Up_Culvert BASE 12.08 5.531 15.000 13477 9.477 1.207 0.1 -0.0 Ten Pre-Up_Culvert BASE 12.17 5.728 15.000 18218 15.669 3.057 0.2 -0.0 Ten Pre-Up_Culvert BASE 12.25 5.939 15.000 23277 22.011 5.593 0.3 0.0 Ten Pre-Up_Culvert BASE 12.33 6.142 15.000 29848 27.571 8.464 0.5 0.1 Ten Pre-Up_Culvert BASE 12.42 6.324 15.000 36407 32.185 11.247 0.7 0.1 Ten Pre-Up_Culvert BASE 12.50 6.488 15.000 42268 35.575 13.810 0.9 0.2 Ten Pre-Up_Culvert BASE 12.58 6.632 15.000 47449 37.418 16.048 1.2 0.3 Ten Pre-Up_Culvert BASE 12.67 6.759 15.000 52021 38.685 17.929 1.4 0.4 Ten Pre-Up_Culvert BASE 12.75 6.872 15.000 56079 39.445 19.475 1.7 0.6 Ten Pre-Up_Culvert BASE 12.83 6.972 15.000 59670 39.336 20.715 2.0 0.7 Ten Pre-Up_Culvert BASE 12.92 7.059 15.000 63136 38.700 21.679 2.2 0.9 Ten Pre-Up_Culvert BASE 13.00 7.134 15.000 66239 37.645 22.402 2.5 1.0 Ten Pre-Up_Culvert BASE 13.08 7.197 15.000 68826 35.865 23.134 2.7 1.2 Ten Pre-Up_Culvert BASE 13.17 7.245 15.000 70836 33.770 23.925 3.0 1.3 Ten Pre-Up_Culvert BASE 13.25 7.281 15.000 72309 31.658 24.508 3.2 1.5 Ten Pre-Up_Culvert BASE 13.33 7.306 15.000 73336 29.840 24.916 3.4 1.7 Ten Pre-Up_Culvert BASE 13.42 7.322 15.000 74000 28.177 25.180 3.6 1.8 Ten Pre-Up_Culvert BASE 13.50 7.330 15.000 74360 26.655 25.324 3.8 2.0 Ten Pre-Up_Culvert BASE 13.58 7.333 15.000 74464 25.296 25.365 4.0 2.2 Ten Pre-Up_Culvert BASE 13.67 7.330 15.000 74343 23.971 25.317 4.2 2.4 Ten Pre-Up_Culvert BASE 13.75 7.322 15.000 74022 22.714 25.189 4.3 2.5 Ten Pre-Up_Culvert BASE 13.83 7.310 15.000 73523 21.567 24.990 4.5 2.7 Ten Pre-Up_Culvert BASE 13.92 7.294 15.000 72873 20.534 24.732 4.6 2.9 Ten Pre-Up_Culvert BASE 14.00 7.276 15.000 72096 19.574 24.424 4.7 3.0 Ten Pre-Up_Culvert BASE 14.08 7.254 15.000 71213 18.758 24.074 4.9 3.2 Ten Pre-Up_Culvert BASE 14.17 7.231 15.000 70240 17.942 23.690 5.0 3.4 Ten Pre-Up_Culvert BASE 14.25 7.205 15.000 69179 17.126 23.272 5.1 3.5 Ten Pre-Up_Culvert BASE 14.33 7.178 15.000 68043 16.450 22.830 5.2 3.7 Ten Pre-Up_Culvert BASE 14.42 7.149 15.000 66847 15.774 22.368 5.4 3.9 Ten Pre-Up_Culvert BASE 14.50 7.119 15.000 65590 15.098 21.886 5.5 4.0 Ten Pre-Up_Culvert BASE 14.58 7.087 15.000 64284 14.544 21.387 5.6 4.2 Ten Pre-Up_Culvert BASE 14.67 7.055 15.000 62940 13.990 20.876 5.7 4.3 Ten Pre-Up_Culvert BASE 14.75 7.021 15.000 61561 13.436 20.355 5.8 4.4 Ten Pre-Up_Culvert BASE 14.83 6.988 15.000 60222 12.962 19.827 5.8 4.6 Ten Pre-Up_Culvert BASE 14.92 6.953 15.000 58986 12.488 19.297 5.9 4.7 Ten Pre-Up_Culvert BASE 15.00 6.918 15.000 57735 12.015 18.765 6.0 4.9 Ten Pre-Up_Culvert BASE 15.50 6.713 15.000 50350 10.177 15.709 6.5 5.6 Ten Pre-Up_Culvert BASE 16.00 6.529 15.000 43754 9.039 13.125 6.9 6.2 Ten Pre-Up_Culvert BASE 16.50 6.380 15.000 38419 8.443 11.159 7.2 6.7 Ten Pre-Up_Culvert BASE 17.00 6.273 15.000 34547 8.044 9.801 7.6 7.1 Ten Pre-Up_Culvert BASE 17.50 6.191 15.000 31599 7.523 8.821 7.9 7.5 Ten Pre-Up_Culvert BASE 18.00 6.127 15.000 29308 7.177 8.079 8.2 7.8 Ten Pre-Up_Culvert BASE 18.50 6.072 15.000 27342 6.626 7.464 8.5 8.1 Ten Pre-Up_Culvert BASE 19.00 6.018 15.000 25372 6.145 6.872 8.8 8.4 Ten Pre-Up_Culvert BASE 19.50 5.975 15.000 24132 5.970 6.420 9.0 8.7 Ten Pre-Up_Culvert BASE 20.00 5.949 15.000 23520 5.896 6.154 9.2 9.0 Ten Pre-Up_Culvert BASE 20.50 5.920 15.000 22822 5.351 5.863 9.5 9.2 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 60 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Up_Culvert BASE 21.00 5.875 15.000 21731 4.840 5.414 9.7 9.5 Ten Pre-Up_Culvert BASE 21.50 5.836 15.000 20815 4.713 5.048 9.9 9.7 Ten Pre-Up_Culvert BASE 22.00 5.814 15.000 20288 4.660 4.840 10.1 9.9 Ten Pre-Up_Culvert BASE 22.50 5.803 15.000 20000 4.640 4.731 10.3 10.1 Ten Pre-Up_Culvert BASE 23.00 5.798 15.000 19885 4.677 4.687 10.5 10.3 Ten Pre-Up_Culvert BASE 23.50 5.799 15.000 19925 4.728 4.702 10.7 10.5 Ten Pre-Up_Culvert BASE 24.00 5.800 15.000 19933 4.647 4.705 10.9 10.7 Ten Pre-Up_Culvert BASE 24.50 5.753 15.000 18809 3.270 4.282 11.0 10.8 Ten Pre-Up_Culvert BASE 25.00 5.604 15.000 15231 1.427 3.051 11.1 11.0 Ten Pre-Up_Culvert BASE 25.50 5.400 15.000 10342 0.497 1.699 11.2 11.1 Ten Pre-Up_Culvert BASE 26.00 5.207 15.000 5691 0.172 0.715 11.2 11.1 Ten Pre-Up_Culvert BASE 26.50 5.076 15.000 2546 0.055 0.175 11.2 11.2 Ten Pre-Up_Culvert BASE 27.00 5.020 15.000 1184 0.012 0.040 11.2 11.2 Ten Pre-Up_Culvert BASE 27.50 5.003 15.000 771 0.000 0.002 11.2 11.2 Ten Pre-Up_Culvert BASE 28.00 5.001 15.000 732 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 28.50 5.001 15.000 720 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 29.00 5.000 15.000 714 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 29.50 5.000 15.000 712 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 30.00 5.000 15.000 710 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 30.50 5.000 15.000 709 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 31.00 5.000 15.000 708 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 31.50 5.000 15.000 708 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 32.00 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 32.50 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 33.00 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 33.50 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 34.00 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 34.50 5.000 15.000 707 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 35.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 35.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 36.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 36.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 37.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 37.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 38.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 38.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 39.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 39.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 40.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 40.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 41.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 41.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 42.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 42.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 43.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 43.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 44.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 44.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 45.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 45.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 46.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 46.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 47.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 61 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre-Up_Culvert BASE 47.50 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 48.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre-Up_Culvert BASE 48.00 5.000 15.000 706 0.000 0.000 11.2 11.2 Ten Pre_Boundary BASE 0.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 0.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 1.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 2.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 3.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 62 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre_Boundary BASE 4.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 4.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 5.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 6.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.67 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.75 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.83 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 7.92 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.00 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.08 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.17 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.25 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.33 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.42 4.400 13.000 173 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 63 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre_Boundary BASE 8.50 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.58 4.400 13.000 173 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.67 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.75 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.83 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 8.92 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.00 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.08 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.17 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.25 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.33 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.42 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.50 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.58 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.67 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.75 4.400 13.000 3450 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.83 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 9.92 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.00 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.08 4.400 13.000 3451 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.17 4.400 13.000 3452 0.000 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.25 4.400 13.000 3452 0.001 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.33 4.400 13.000 3452 0.001 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.42 4.400 13.000 3453 0.001 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.50 4.400 13.000 3454 0.002 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.58 4.400 13.000 3455 0.003 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.67 4.400 13.000 3457 0.005 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.75 4.400 13.000 3459 0.009 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.83 4.400 13.000 3462 0.014 0.000 0.0 0.0 Ten Pre_Boundary BASE 10.92 4.400 13.000 3466 0.022 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.00 4.400 13.000 3471 0.034 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.08 4.400 13.000 3477 0.052 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.17 4.400 13.000 3485 0.079 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.25 4.400 13.000 3494 0.116 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.33 4.400 13.000 3505 0.169 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.42 4.400 13.000 3518 0.241 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.50 4.400 13.000 3533 0.338 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.58 4.400 13.000 3552 0.472 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.67 4.400 13.000 3576 0.673 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.75 4.400 13.000 3610 1.010 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.83 4.400 13.000 3664 1.653 0.000 0.0 0.0 Ten Pre_Boundary BASE 11.92 4.400 13.000 3756 3.051 0.000 0.0 0.0 Ten Pre_Boundary BASE 12.00 4.400 13.000 3920 6.410 0.000 0.1 0.0 Ten Pre_Boundary BASE 12.08 4.400 13.000 4164 13.335 0.000 0.1 0.0 Ten Pre_Boundary BASE 12.17 4.400 13.000 4406 22.378 0.000 0.3 0.0 Ten Pre_Boundary BASE 12.25 4.400 13.000 4587 30.572 0.000 0.5 0.0 Ten Pre_Boundary BASE 12.33 4.400 13.000 4725 37.525 0.000 0.7 0.0 Ten Pre_Boundary BASE 12.42 4.400 13.000 4822 42.865 0.000 1.0 0.0 Ten Pre_Boundary BASE 12.50 4.400 13.000 4883 46.351 0.000 1.3 0.0 Ten Pre_Boundary BASE 12.58 4.400 13.000 4913 48.168 0.000 1.6 0.0 Ten Pre_Boundary BASE 12.67 4.400 13.000 4922 48.672 0.000 1.9 0.0 Ten Pre_Boundary BASE 12.75 4.400 13.000 4915 48.277 0.000 2.3 0.0 Ten Pre_Boundary BASE 12.83 4.400 13.000 4900 47.362 0.000 2.6 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 64 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre_Boundary BASE 12.92 4.400 13.000 4879 46.138 0.000 2.9 0.0 Ten Pre_Boundary BASE 13.00 4.400 13.000 4856 44.780 0.000 3.2 0.0 Ten Pre_Boundary BASE 13.08 4.400 13.000 4832 43.409 0.000 3.5 0.0 Ten Pre_Boundary BASE 13.17 4.400 13.000 4810 42.193 0.000 3.8 0.0 Ten Pre_Boundary BASE 13.25 4.400 13.000 4791 41.130 0.000 4.1 0.0 Ten Pre_Boundary BASE 13.33 4.400 13.000 4775 40.201 0.000 4.4 0.0 Ten Pre_Boundary BASE 13.42 4.400 13.000 4758 39.336 0.000 4.7 0.0 Ten Pre_Boundary BASE 13.50 4.400 13.000 4743 38.519 0.000 4.9 0.0 Ten Pre_Boundary BASE 13.58 4.400 13.000 4729 37.737 0.000 5.2 0.0 Ten Pre_Boundary BASE 13.67 4.400 13.000 4714 36.983 0.000 5.5 0.0 Ten Pre_Boundary BASE 13.75 4.400 13.000 4700 36.255 0.000 5.7 0.0 Ten Pre_Boundary BASE 13.83 4.400 13.000 4687 35.554 0.000 6.0 0.0 Ten Pre_Boundary BASE 13.92 4.400 13.000 4674 34.870 0.000 6.2 0.0 Ten Pre_Boundary BASE 14.00 4.400 13.000 4661 34.198 0.000 6.4 0.0 Ten Pre_Boundary BASE 14.08 4.400 13.000 4648 33.533 0.000 6.7 0.0 Ten Pre_Boundary BASE 14.17 4.400 13.000 4634 32.861 0.000 6.9 0.0 Ten Pre_Boundary BASE 14.25 4.400 13.000 4620 32.172 0.000 7.1 0.0 Ten Pre_Boundary BASE 14.33 4.400 13.000 4606 31.478 0.000 7.3 0.0 Ten Pre_Boundary BASE 14.42 4.400 13.000 4592 30.792 0.000 7.6 0.0 Ten Pre_Boundary BASE 14.50 4.400 13.000 4578 30.098 0.000 7.8 0.0 Ten Pre_Boundary BASE 14.58 4.400 13.000 4563 29.406 0.000 8.0 0.0 Ten Pre_Boundary BASE 14.67 4.400 13.000 4549 28.718 0.000 8.2 0.0 Ten Pre_Boundary BASE 14.75 4.400 13.000 4533 28.015 0.000 8.4 0.0 Ten Pre_Boundary BASE 14.83 4.400 13.000 4518 27.321 0.000 8.6 0.0 Ten Pre_Boundary BASE 14.92 4.400 13.000 4504 26.640 0.000 8.7 0.0 Ten Pre_Boundary BASE 15.00 4.400 13.000 4488 25.967 0.000 8.9 0.0 Ten Pre_Boundary BASE 15.50 4.400 13.000 4404 22.329 0.000 9.9 0.0 Ten Pre_Boundary BASE 16.00 4.400 13.000 4324 19.099 0.000 10.8 0.0 Ten Pre_Boundary BASE 16.50 4.400 13.000 4258 16.598 0.000 11.5 0.0 Ten Pre_Boundary BASE 17.00 4.400 13.000 4203 14.676 0.000 12.2 0.0 Ten Pre_Boundary BASE 17.50 4.400 13.000 4159 13.174 0.000 12.7 0.0 Ten Pre_Boundary BASE 18.00 4.400 13.000 4124 12.057 0.000 13.3 0.0 Ten Pre_Boundary BASE 18.50 4.400 13.000 4092 11.064 0.000 13.7 0.0 Ten Pre_Boundary BASE 19.00 4.400 13.000 4064 10.219 0.000 14.2 0.0 Ten Pre_Boundary BASE 19.50 4.400 13.000 4041 9.571 0.000 14.6 0.0 Ten Pre_Boundary BASE 20.00 4.400 13.000 4024 9.101 0.000 15.0 0.0 Ten Pre_Boundary BASE 20.50 4.400 13.000 4004 8.554 0.000 15.3 0.0 Ten Pre_Boundary BASE 21.00 4.400 13.000 3984 7.999 0.000 15.7 0.0 Ten Pre_Boundary BASE 21.50 4.400 13.000 3965 7.531 0.000 16.0 0.0 Ten Pre_Boundary BASE 22.00 4.400 13.000 3951 7.168 0.000 16.3 0.0 Ten Pre_Boundary BASE 22.50 4.400 13.000 3941 6.929 0.000 16.6 0.0 Ten Pre_Boundary BASE 23.00 4.400 13.000 3936 6.799 0.000 16.9 0.0 Ten Pre_Boundary BASE 23.50 4.400 13.000 3934 6.745 0.000 17.2 0.0 Ten Pre_Boundary BASE 24.00 4.400 13.000 3932 6.692 0.000 17.4 0.0 Ten Pre_Boundary BASE 24.50 4.400 13.000 3907 6.107 0.000 17.7 0.0 Ten Pre_Boundary BASE 25.00 4.400 13.000 3856 4.962 0.000 17.9 0.0 Ten Pre_Boundary BASE 25.50 4.400 13.000 3793 3.719 0.000 18.1 0.0 Ten Pre_Boundary BASE 26.00 4.400 13.000 3731 2.632 0.000 18.2 0.0 Ten Pre_Boundary BASE 26.50 4.400 13.000 3675 1.802 0.000 18.3 0.0 Ten Pre_Boundary BASE 27.00 4.400 13.000 3631 1.244 0.000 18.4 0.0 Ten Pre_Boundary BASE 27.50 4.400 13.000 3584 0.752 0.000 18.4 0.0 Ten Pre_Boundary BASE 28.00 4.400 13.000 3551 0.468 0.000 18.5 0.0 Ten Pre_Boundary BASE 28.50 4.400 13.000 3530 0.315 0.000 18.5 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 65 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Pre_Boundary BASE 29.00 4.400 13.000 3515 0.224 0.000 18.5 0.0 Ten Pre_Boundary BASE 29.50 4.400 13.000 3504 0.167 0.000 18.5 0.0 Ten Pre_Boundary BASE 30.00 4.400 13.000 3496 0.128 0.000 18.5 0.0 Ten Pre_Boundary BASE 30.50 4.400 13.000 3490 0.101 0.000 18.5 0.0 Ten Pre_Boundary BASE 31.00 4.400 13.000 3485 0.082 0.000 18.5 0.0 Ten Pre_Boundary BASE 31.50 4.400 13.000 3481 0.067 0.000 18.5 0.0 Ten Pre_Boundary BASE 32.00 4.400 13.000 3478 0.056 0.000 18.5 0.0 Ten Pre_Boundary BASE 32.50 4.400 13.000 3475 0.047 0.000 18.5 0.0 Ten Pre_Boundary BASE 33.00 4.400 13.000 3473 0.040 0.000 18.5 0.0 Ten Pre_Boundary BASE 33.50 4.400 13.000 3471 0.035 0.000 18.5 0.0 Ten Pre_Boundary BASE 34.00 4.400 13.000 3469 0.030 0.000 18.5 0.0 Ten Pre_Boundary BASE 34.50 4.400 13.000 3468 0.027 0.000 18.5 0.0 Ten Pre_Boundary BASE 35.00 4.400 13.000 3466 0.023 0.000 18.5 0.0 Ten Pre_Boundary BASE 35.50 4.400 13.000 3465 0.021 0.000 18.5 0.0 Ten Pre_Boundary BASE 36.00 4.400 13.000 3464 0.019 0.000 18.5 0.0 Ten Pre_Boundary BASE 36.50 4.400 13.000 3463 0.017 0.000 18.5 0.0 Ten Pre_Boundary BASE 37.00 4.400 13.000 3462 0.015 0.000 18.5 0.0 Ten Pre_Boundary BASE 37.50 4.400 13.000 3462 0.014 0.000 18.5 0.0 Ten Pre_Boundary BASE 38.00 4.400 13.000 3461 0.012 0.000 18.5 0.0 Ten Pre_Boundary BASE 38.50 4.400 13.000 3461 0.011 0.000 18.5 0.0 Ten Pre_Boundary BASE 39.00 4.400 13.000 3460 0.010 0.000 18.5 0.0 Ten Pre_Boundary BASE 39.50 4.400 13.000 3459 0.009 0.000 18.5 0.0 Ten Pre_Boundary BASE 40.00 4.400 13.000 3459 0.009 0.000 18.5 0.0 Ten Pre_Boundary BASE 40.50 4.400 13.000 3459 0.008 0.000 18.5 0.0 Ten Pre_Boundary BASE 41.00 4.400 13.000 3458 0.007 0.000 18.5 0.0 Ten Pre_Boundary BASE 41.50 4.400 13.000 3458 0.007 0.000 18.5 0.0 Ten Pre_Boundary BASE 42.00 4.400 13.000 3458 0.006 0.000 18.5 0.0 Ten Pre_Boundary BASE 42.50 4.400 13.000 3457 0.006 0.000 18.5 0.0 Ten Pre_Boundary BASE 43.00 4.400 13.000 3457 0.006 0.000 18.5 0.0 Ten Pre_Boundary BASE 43.50 4.400 13.000 3456 0.005 0.000 18.5 0.0 Ten Pre_Boundary BASE 44.00 4.400 13.000 3456 0.005 0.000 18.5 0.0 Ten Pre_Boundary BASE 44.50 4.400 13.000 3456 0.005 0.000 18.5 0.0 Ten Pre_Boundary BASE 45.00 4.400 13.000 3456 0.004 0.000 18.5 0.0 Ten Pre_Boundary BASE 45.50 4.400 13.000 3456 0.004 0.000 18.5 0.0 Ten Pre_Boundary BASE 46.00 4.400 13.000 3455 0.004 0.000 18.5 0.0 Ten Pre_Boundary BASE 46.50 4.400 13.000 3455 0.004 0.000 18.5 0.0 Ten Pre_Boundary BASE 47.00 4.400 13.000 3455 0.003 0.000 18.5 0.0 Ten Pre_Boundary BASE 47.50 4.400 13.000 3455 0.003 0.000 18.5 0.0 Ten Pre_Boundary BASE 48.00 4.400 13.000 3455 0.003 0.000 18.5 0.0 Ten Pre_Boundary BASE 48.00 4.400 13.000 3455 0.003 0.000 18.5 0.0 Ten Sub-Pre-Bound BASE 0.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 0.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 66 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Sub-Pre-Bound BASE 1.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 1.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 2.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 3.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 4.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 67 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Sub-Pre-Bound BASE 5.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 5.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 6.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 7.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 8.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.67 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.75 0.000 0.000 113 0.000 0.000 0.0 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 68 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Sub-Pre-Bound BASE 9.83 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 9.92 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.00 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.08 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.17 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.25 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.33 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.42 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.50 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.58 0.000 0.000 113 0.000 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.67 0.003 0.000 113 0.002 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.75 0.016 0.000 113 0.008 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.83 0.053 0.000 113 0.021 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 10.92 0.136 0.000 113 0.043 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.00 0.290 0.000 113 0.075 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.08 0.544 0.000 113 0.116 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.17 0.910 0.000 113 0.163 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.25 1.410 0.000 113 0.216 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.33 2.061 0.000 113 0.277 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.42 2.892 0.000 113 0.352 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.50 3.945 0.000 113 0.446 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.58 5.372 0.000 113 0.650 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.67 7.542 0.000 113 1.039 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.75 11.190 0.000 113 1.771 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.83 17.491 0.000 113 3.066 0.000 0.0 0.0 Ten Sub-Pre-Bound BASE 11.92 28.518 0.000 113 5.540 0.000 0.1 0.0 Ten Sub-Pre-Bound BASE 12.00 48.049 0.000 113 9.337 0.000 0.1 0.0 Ten Sub-Pre-Bound BASE 12.08 78.843 0.000 113 13.755 0.000 0.2 0.0 Ten Sub-Pre-Bound BASE 12.17 119.920 0.000 113 16.825 0.000 0.3 0.0 Ten Sub-Pre-Bound BASE 12.25 166.123 0.000 113 17.508 0.000 0.4 0.0 Ten Sub-Pre-Bound BASE 12.33 210.583 0.000 113 15.809 0.000 0.5 0.0 Ten Sub-Pre-Bound BASE 12.42 249.256 0.000 113 13.210 0.000 0.6 0.0 Ten Sub-Pre-Bound BASE 12.50 280.683 0.000 113 10.538 0.000 0.7 0.0 Ten Sub-Pre-Bound BASE 12.58 305.796 0.000 113 8.485 0.000 0.8 0.0 Ten Sub-Pre-Bound BASE 12.67 326.268 0.000 113 7.029 0.000 0.8 0.0 Ten Sub-Pre-Bound BASE 12.75 343.399 0.000 113 5.920 0.000 0.9 0.0 Ten Sub-Pre-Bound BASE 12.83 358.077 0.000 113 5.169 0.000 0.9 0.0 Ten Sub-Pre-Bound BASE 12.92 370.970 0.000 113 4.565 0.000 1.0 0.0 Ten Sub-Pre-Bound BASE 13.00 382.401 0.000 113 4.061 0.000 1.0 0.0 Ten Sub-Pre-Bound BASE 13.08 392.614 0.000 113 3.643 0.000 1.0 0.0 Ten Sub-Pre-Bound BASE 13.17 401.809 0.000 113 3.299 0.000 1.0 0.0 Ten Sub-Pre-Bound BASE 13.25 410.191 0.000 113 3.022 0.000 1.1 0.0 Ten Sub-Pre-Bound BASE 13.33 417.910 0.000 113 2.800 0.000 1.1 0.0 Ten Sub-Pre-Bound BASE 13.42 425.086 0.000 113 2.609 0.000 1.1 0.0 Ten Sub-Pre-Bound BASE 13.50 431.781 0.000 113 2.438 0.000 1.1 0.0 Ten Sub-Pre-Bound BASE 13.58 438.063 0.000 113 2.297 0.000 1.1 0.0 Ten Sub-Pre-Bound BASE 13.67 443.991 0.000 113 2.172 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 13.75 449.617 0.000 113 2.069 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 13.83 454.997 0.000 113 1.986 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 13.92 460.176 0.000 113 1.917 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 14.00 465.178 0.000 113 1.852 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 14.08 470.002 0.000 113 1.782 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 14.17 474.641 0.000 113 1.713 0.000 1.2 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 69 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Sub-Pre-Bound BASE 14.25 479.096 0.000 113 1.643 0.000 1.2 0.0 Ten Sub-Pre-Bound BASE 14.33 483.375 0.000 113 1.580 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.42 487.486 0.000 113 1.517 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.50 491.429 0.000 113 1.454 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.58 495.224 0.000 113 1.405 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.67 498.889 0.000 113 1.356 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.75 502.425 0.000 113 1.308 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.83 505.841 0.000 113 1.266 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 14.92 509.148 0.000 113 1.225 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 15.00 512.345 0.000 113 1.184 0.000 1.3 0.0 Ten Sub-Pre-Bound BASE 15.50 530.957 0.000 113 1.124 0.000 1.4 0.0 Ten Sub-Pre-Bound BASE 16.00 547.661 0.000 113 1.009 0.000 1.4 0.0 Ten Sub-Pre-Bound BASE 16.50 563.627 0.000 113 1.007 0.000 1.5 0.0 Ten Sub-Pre-Bound BASE 17.00 578.947 0.000 113 0.915 0.000 1.5 0.0 Ten Sub-Pre-Bound BASE 17.50 592.983 0.000 113 0.856 0.000 1.5 0.0 Ten Sub-Pre-Bound BASE 18.00 606.484 0.000 113 0.814 0.000 1.6 0.0 Ten Sub-Pre-Bound BASE 18.50 618.613 0.000 113 0.719 0.000 1.6 0.0 Ten Sub-Pre-Bound BASE 19.00 629.835 0.000 113 0.701 0.000 1.6 0.0 Ten Sub-Pre-Bound BASE 19.50 640.982 0.000 113 0.705 0.000 1.7 0.0 Ten Sub-Pre-Bound BASE 20.00 652.075 0.000 113 0.680 0.000 1.7 0.0 Ten Sub-Pre-Bound BASE 20.50 661.659 0.000 113 0.547 0.000 1.7 0.0 Ten Sub-Pre-Bound BASE 21.00 670.272 0.000 113 0.534 0.000 1.7 0.0 Ten Sub-Pre-Bound BASE 21.50 678.966 0.000 113 0.547 0.000 1.8 0.0 Ten Sub-Pre-Bound BASE 22.00 687.598 0.000 113 0.543 0.000 1.8 0.0 Ten Sub-Pre-Bound BASE 22.50 696.222 0.000 113 0.545 0.000 1.8 0.0 Ten Sub-Pre-Bound BASE 23.00 704.931 0.000 113 0.560 0.000 1.8 0.0 Ten Sub-Pre-Bound BASE 23.50 713.769 0.000 113 0.547 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 24.00 722.330 0.000 113 0.500 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 24.50 727.189 0.000 113 0.103 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 25.00 727.870 0.000 113 0.008 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 25.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 26.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 26.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 27.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 27.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 28.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 28.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 29.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 29.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 30.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 30.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 31.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 31.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 32.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 32.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 33.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 33.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 34.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 34.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 35.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 35.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 36.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 36.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 70 of 71 Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area Inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs af af Ten Sub-Pre-Bound BASE 37.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 37.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 38.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 38.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 39.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 39.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 40.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 40.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 41.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 41.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 42.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 42.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 43.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 43.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 44.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 44.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 45.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 45.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 46.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 46.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 47.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 47.50 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 48.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Ten Sub-Pre-Bound BASE 48.00 727.914 0.000 113 0.000 0.000 1.9 0.0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 71 of 71 VII. Existing and Proposed Drainage Area Maps Sub-Area 2 =33.0 AC Sub-Area 1 =115.4 AC Sub-Area 3 =28.9 AC Sub-Area 4 =11.2 AC Sub-Area 5 =11.6 AC Sub-Area 6 =14.2 AC Norsworthy Mixed-Use Development Isle of Wight County, Virginia Data Source: USA Topo Maps, Copyright 2011 National Geographic Society, i-cubed 1 inch = 1,000 feet Water Quality Impact Assessment Scale: Existing Drainage Area Map Upstream Area 2 =31.8 AC Upstream Area 1 =112.0 AC Upstream Area 3 =17.3 AC Downstream Area 1 =11.6 AC Land Bay III =11.66 AC Land Bay V =4.56 AC Land Bay II =14.17 AC Land Bay I =11.19 AC Norsworthy Mixed-Use Development Isle of Wight County, Virginia ¯ Data Source: USA Topo Maps, Copyright 2011 National Geographic Society, i-cubed 1 inch = 1,000 feet Water Quality Impact Assessment Scale: Proposed Drainage Area Map VIII. Pre and Post Development Curve Number (CN) Calculations Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 1340 39 585 30 1500 55 275 98 980 4680 468046.8047 100 Storm #3 yr. in. in.Runoff, Q..........................................0.74 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 12A, 10 B WOODS - GOOD CONDITION5 --IMPERVIOUS SURFACES10 Soils 9,18A,23 A OPEN SPACE - GOOD CONDITION15 Soils 7,9,23 A WOODS - GOOD CONDITION50 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A, 9A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 20 Developed Subarea 1 & 2 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 2680 30 1200 55 825 39 195 4900 490049.0049 100 Storm #3 yr. in. in.Runoff, Q..........................................0.86 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 10 B WOODS - GOOD CONDITION15 Soils 9,18A,23 A OPEN SPACE - GOOD CONDITION5 Soils 18A, 17B3 A WOODS - GOOD CONDITION40 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A, 9A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 40 Developed Subarea 3 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 3015 78 3120 30 300 55 275 6710 671067.1067 100 Storm #3 yr. in. in.Runoff, Q..........................................2.18 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 12A, 10 A WOODS - GOOD CONDITION5 Soils 12A B ROW CROPS (STRAIGHT ROW) - GOOD CONDITIO N 40 Soils 18A, 18B A WOODS - GOOD CONDITION10 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A, 9A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 45 Developed Subarea 4 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 670 30 450 55 4125 5245 524552.4552 100 Storm #3 yr. in. in. Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Developed Subarea 5 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Soils 18A, 18B, 17B3 A WOODS - GOOD CONDITION15 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A, 9A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 10 Soils 10 B WOODS - GOOD CONDITION75 *Use only one CN source per line TOTALS 100 CN (weighted) =total product ==Use CN total area 2. Runoff Storm #1Storm #2 Frequency.........................................10 Rainfall, P(24-hour)................................5.53 Runoff, Q..........................................1.05 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 6700 6700 670067.0067 100 Storm #3 yr. in. in. Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Developed Subarea 6 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A, 9A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 100 *Use only one CN source per line TOTALS 100 CN (weighted) =total product ==Use CN total area 2. Runoff Storm #1Storm #2 Frequency.........................................10 Rainfall, P(24-hour)................................5.53 Runoff, Q..........................................2.18 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Project:By:Date: Location:Checked:Date: Check One:X PresentBasin: acres mi2 X % 67 5695 32 320 58 290 6305 630563.0564 100 Storm #3 yr. in. in. ISLE OF WIGHT, VA Fi g . 2 - 4 Runoff Curve Number & Runoff NORSWORTHYEAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 10/16/12 10/16/12 LB 3Developed Area Soils 18A, 18B, 17B3, 5A, 9A Soils 17B3 A EWM 1. Runoff Curve Number CN* Ta b l e 2 - 2 Fi g . 2 - 3 *Use only one CN source per line Product of CN x Area 85 10 10 5.53 Frequency......................................... Storm #1 ROW CROPS (STRAIGHT ROW) - GOOD CONDITION WOODS - GOOD CONDITION 1.93 ==Use CN 2. Runoff Rainfall, P(24-hour)................................ Runoff, Q.......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Storm #2 Soils 10 B WOODS - GOOD CONDITION5 CN (weighted) =total area total product TOTALS 100 Project:By:Date: Location:Checked:Date: Check One:X Present Basin: acres mi2 X % 30 750 30 2250 3000 300030.0030 100 Storm #3 yr. in. in. GRASS - GOOD CONDITION75 0.03 TOTALS CN (weighted) =total area total product ==Use CN Storm #2 *Use only one CN source per line 100 10 5.53 2. Runoff Rainfall, P(24-hour)................................ Runoff, Q.......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) 25WOODS - GOOD CONDITION Frequency......................................... Product of CN x Area Storm #1 Developed ISLE OF WIGHT, VA Soils 7, 18A, 18B A Soils 7, 18A, 18B A EWM 1. Runoff Curve Number CN* Ta b l e 2 - 2 Fi g . 2 - 3 Fi g . 2 - 4 Area Runoff Curve Number & Runoff NORSWORTHY EAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 7/12/13 7/12/13 LB 4 Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 585 98 980 30 1500 55 275 67 1340 4680 468046.8047 100 Storm #3 yr. in. in.Runoff, Q..........................................0.74 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 12A B WOODS - GOOD CONDITION5 Soils 23,7 A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 20 ---PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC.10 Soils 7,9,23 A WOODS - GOOD CONDITION50 Fi g . 2 - 4 Soils 18A, 18B A OPEN SPACE - GOOD CONDITION15 Developed Upstream Area 1 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 390 98 490 30 1050 55 2750 4680 468046.8047 100 Storm #3 yr. in. in.Runoff, Q..........................................0.74 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 23, 17B3 A WOODS - GOOD CONDITION35 Soils 10 B WOODS - GOOD CONDITION50 ---PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC.5 Fi g . 2 - 4 Soils 18A, 23 A OPEN SPACE - GOOD CONDITION10 Developed Upstream Area 3 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 67 670 30 450 55 4125 5245 524552.4552 100 Storm #3 yr. in. in.Runoff, Q..........................................1.05 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Frequency.........................................10 Rainfall, P(24-hour)................................5.53 2. Runoff Storm #1Storm #2 CN (weighted) =total product ==Use CN total area *Use only one CN source per line TOTALS 100 Soils 18A, 18B, 17B3 A WOODS - GOOD CONDITION15 Soils 10 B WOODS - GOOD CONDITION75 Soils 17B3 A ROW CROPS (STRAIGHT ROW) - GOOD CONDITION 10 Fi g . 2 - 4 Developed Downstream Area 5 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 819 61 1830 98 4802 7451 745174.5175 100 Storm #3 yr. in. in. Runoff Curve Number & Runoff NORSWORTHYEAB10/16/12 ISLE OF WIGHT, VAEWM10/16/12 Developed Downstream Area 1 1. Runoff Curve Number Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) CN*Area Product of CN x Area Ta b l e 2 - 2 Fi g . 2 - 3 Fi g . 2 - 4 Soils 18A, 18B, 17B3, 5A A OPEN SPACE - GOOD CONDITION21 Soils 12A, 10 B OPEN SPACE - GOOD CONDITION30 ---PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC.49 *Use only one CN source per line TOTALS 100 CN (weighted) =total product ==Use CN total area 2. Runoff Storm #1Storm #2 Frequency.........................................10 Rainfall, P(24-hour)................................5.53 Runoff, Q..........................................2.89 (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 1521 61 610 98 4998 7129 712971.2971 100 Storm #3 yr. in. in. Runoff Curve Number & Runoff NORSWORTHYEAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 10/16/12 10/16/12 LB 1Developed ISLE OF WIGHT, VAEWM 1. Runoff Curve Number CN* Ta b l e 2 - 2 Fi g . 2 - 3 Fi g . 2 - 4 Product of CN x Area Area Soils 18A, 18B A Soils 12A B --- 10 5.53 Frequency......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) 2.52 Rainfall, P(24-hour)................................ OPEN SPACE - GOOD CONDITION OPEN SPACE - GOOD CONDITION PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC. *Use only one CN source per line Runoff, Q.......................................... 39 10 51 Storm #1Storm #2 100TOTALS CN (weighted) =total area total product ==Use CN 2. Runoff Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 1833 98 5194 7027 702770.2771 100 Storm #3 yr. in. in. TOTALS CN (weighted) =total area total product ==Use CN 2. Runoff 100 Storm #1Storm #2 47 53 Rainfall, P(24-hour)................................ Runoff, Q.......................................... OPEN SPACE - GOOD CONDTION PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC. 10 5.53 Frequency......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) 2.52 *Use only one CN source per line Fi g . 2 - 3 Fi g . 2 - 4 Product of CN x Area LB 2Developed ISLE OF WIGHT, VA Soils 5A, 9, 17B3, 18A A --- EWM 1. Runoff Curve Number CN* Ta b l e 2 - 2 Area Runoff Curve Number & Runoff NORSWORTHYEAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 10/16/12 10/16/12 Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 1443 98 6174 7617 761776.1777 100 Storm #3 yr. in. in. 63 Runoff Curve Number & Runoff NORSWORTHYEAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 10/16/12 10/16/12 LB 3Developed ISLE OF WIGHT, VA Soils 9, 23, 18A A Product of CN x Area 1. Runoff Curve Number CN* Ta b l e 2 - 2 --- EWM Area 5.53 Frequency......................................... Fi g . 2 - 3 Fi g . 2 - 4 37 3.07 OPEN SPACE - GOOD CONDITION PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC. Runoff, Q.......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) Storm #2 ==Use CN 2. Runoff Storm #1 Rainfall, P(24-hour)................................ 10 *Use only one CN source per line 100 CN (weighted) =total area total product TOTALS Project:By:Date: Location:Checked:Date: Check One:Present X Basin: acres mi2 X % 39 1950 98 4900 6850 685068.5069 100 Storm #3 yr. in. in. Area Runoff Curve Number & Runoff NORSWORTHY EAB Soil Name & Hydrologic Group (Appendix A) Cover Description (cover type, treatment, & hydrologic condition; percent impervious; unconnected/connected impervious area ratio) 7/12/13 7/12/13 LB 4Developed ISLE OF WIGHT, VA Soils 7, 18A, 18B A --- EWM 1. Runoff Curve Number CN* Ta b l e 2 - 2 Fi g . 2 - 3 Fi g . 2 - 4 Product of CN x Area Frequency......................................... Storm #1 OPEN SPACE - GOOD CONDITIO N PAVED PARKING LOTS, ROOFS, DRIVEWAYS, ETC. Rainfall, P(24-hour)................................ Runoff, Q.......................................... (Use P and CN with table 2-1, fig. 2-1, or equations 2-3 and 2-4) *Use only one CN source per line 50 50 100 10 5.53 2. Runoff Storm #2 2.35 TOTALS CN (weighted) =total area total product ==Use CN IX. Pre and Post Development Time of Concentration (Tc) Calculations PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 1 0 5 0 0 2 DA T E : 10 / 3 0 / 2 0 0 9 DE S I G N E D B Y : TM SU B - A R E A # 1 a n d # 2 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 7 t o 2 5 S = 0 . 0 1 f t / f t S = 0 f t / f t C = 0 . 3 C = 0 . 9 Tc = 1 6 . 7 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 1 9 0 0 f t L = 0 f t Ele v 2 5 t o 1 7 S = 0 . 0 0 4 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 1 . 0 f t / s V = 0 . 0 f t / s Tc = 3 1 . 1 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * (H^ - 0 . 3 8 )*(L^ 1 . 1 3 ) 22 . 4 3 m i n Hy d r a u l i c L e n g t h , L 2 1 0 0 f t Ch a n g e i n E l e v . , H 1 0 f t Ve l o c i t y , V 1 . 5 6 f p s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = (L3/H ).3 8 5 /1 2 8 22 . 1 3 m i n Hy d r a u l i c L e n g t h , L 2 1 0 0 f t Ch a n g e i n E l e v . , H 1 0 f t To t a l T i m e o f C o n c e n t r a t i o n = = > 70 m i n u t e s f o r S u b - A r e a # 1 Di s t a n c e t o " D o w n s t r e a m W e t l a n d " X - S e c t i o n = = > 20 0 f t Ap p r o x . V e l o c i t y f r o m R a t i n g C u r v e = = > 2 f t / s e c Ch a n n e l F l o w T i m e = = > 2 m i n To t a l T i m e o f C o n c e n t r a t i o n = = > 72 min u t e s f o r S u b - A r e a # 1 a n d # 2 Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E.E . S e e l y e Sh a l l o w C o n c e n t r a t e d Flo w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 0 5 0 0 0 2 DA T E : 10 / 3 0 / 2 0 0 9 DE S I G N E D B Y : TM SU B - A R E A # 3 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 5 t o 2 2 S = 0 . 0 1 5 f t / f t S = 0 f t / f t C = 0 . 3 C = 0 . 9 Tc = 1 5 . 4 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 4 7 0 f t L = 0 f t Ele v 2 2 t o 1 0 S = 0 . 0 2 5 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 7 f t / s V = 0 . 0 f t / s Tc = 1 1 . 2 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 10 . 5 1 m i n Hy d r a u l i c L e n g t h , L 8 5 0 f t Ch a n g e i n E l e v . , H 5 f t Ve l o c i t y , V 1 . 3 5 f p s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 10 . 1 7 m i n Hy d r a u l i c L e n g t h , L 8 5 0 f t Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ch a n g e i n E l e v . , H 5 f t Ov e r h y d r a u l i c l e n g t h To t a l T i m e o f C o n c e n t r a t i o n = = > 3 7 m i n u t e s Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E . E . Se e l y e Sh a l l o w C o n c e n t r a t e d Fl o w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 0 5 0 0 0 2 DA T E : 10 / 3 0 / 2 0 0 9 DE S I G N E D B Y : TM SU B - A R E A # 4 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 7 t o 2 6 S = 0 . 0 0 5 f t / f t S = 0 f t / f t C = 0 . 4 C = 0 . 9 Tc = 1 4 . 2 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 8 0 0 f t L = 0 f t Ele v 2 6 t o 2 5 S = 0 . 0 0 1 2 5 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 6 f t / s V = 0 . 0 f t / s Tc = 2 3 . 4 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 2. 1 5 m i n Hy d r a u l i c L e n g t h , L 3 1 5 f t Ch a n g e i n E l e v . , H 1 7 f t Ve l o c i t y , V 2 . 4 4 f p s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 2. 0 2 m i n Hy d r a u l i c L e n g t h , L 3 1 5 f t Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ch a n g e i n E l e v . , H 1 7 f t Ov e r h y d r a u l i c l e n g t h To t a l T i m e o f C o n c e n t r a t i o n = = > 4 0 m i n u t e s Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E . E . Se e l y e Sh a l l o w C o n c e n t r a t e d Fl o w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 0 5 0 0 0 2 DA T E : 10 / 3 0 / 2 0 0 9 DE S I G N E D B Y : TM SU B - A R E A # 5 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 2 t o 2 0 S = 0 . 0 1 f t / f t S = 0 f t / f t C = 0 . 4 C = 0 . 9 Tc = 1 2 . 5 m i n T c = 0 . 0 m i n V = 0 . 3 f t / s V = 0 . 0 f t / s L = 3 0 0 f t L = 0 f t El e v 2 0 t o 7 S = 0 . 0 4 3 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 8 f t / s V = 0 . 0 f t / s Tc = 6 . 3 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 7. 2 5 m i n Hy d r a u l i c L e n g t h , L 4 5 0 f t Ch a n g e i n E l e v . , H 2 f t Ve l o c i t y , V 1 . 0 3 f p s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 6. 9 4 m i n Hy d r a u l i c L e n g t h , L 4 5 0 f t Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ch a n g e i n E l e v . , H 2 f t Ov e r h y d r a u l i c l e n g t h To t a l T i m e o f C o n c e n t r a t i o n = = > 2 6 m i n u t e s Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E . E . Se e l y e Sh a l l o w C o n c e n t r a t e d Fl o w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 0 5 0 0 0 2 DA T E : 10 / 3 0 / 2 0 0 9 DE S I G N E D B Y : TM SU B - A R E A # 6 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 7 t o 2 6 S = 0 . 0 0 5 f t / f t S = 0 f t / f t C = 0 . 4 C = 0 . 9 Tc = 1 4 . 2 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 8 8 0 f t L = 0 f t El e v 2 6 t o 7 S = 0 . 0 2 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 5 f t / s V = 0 . 0 f t / s Tc = 2 9 . 3 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 7. 4 4 m i n Hy d r a u l i c L e n g t h , L 4 6 0 f t Ch a n g e i n E l e v . , H 2 f t Ve l o c i t y , V 1 . 0 3 f p s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 12 . 5 2 m i n Hy d r a u l i c L e n g t h , L 7 5 0 f t Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ch a n g e i n E l e v . , H 2 f t Ov e r h y d r a u l i c l e n g t h To t a l T i m e o f C o n c e n t r a t i o n = = > 5 1 m i n u t e s Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E . E . Se e l y e Sh a l l o w C o n c e n t r a t e d Fl o w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 1 0 5 0 0 4 DA T E : 10 / 1 7 / 2 0 1 2 DE S I G N E D B Y : EB Up s t r e a m A r e a # 1 a n d # 2 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 7 t o 2 5 S = 0 . 0 1 f t / f t S = 0 f t / f t C = 0 . 3 C = 0 . 9 Tc = 1 6 . 7 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 1 9 0 0 f t L = 0 f t Ele v 2 5 t o 1 7 S = 0 . 0 0 4 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 1 . 0 f t / s V = 0 . 0 f t / s Tc = 3 1 . 1 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Tim e o f C o n c . : T c= = 0 . 0 0 9 4 8 * (H^ - 0 . 3 8 )*(L^ 1 . 1 3 ) 22 . 4 3 m i n Hy d r a u l i c L e n g t h , L 2 1 0 0 f t Ch a n g e i n E l e v . , H 1 0 f t Ve l o c i t y , V 1 . 5 6 f t / s Ba c k c h e c k C h a n n e l F l o w : Tim e o f C o n c . : T c= = (L3/H ).3 8 5 /1 2 8 12 . 0 4 m i n Hy d r a u l i c L e n g t h , L 1 2 4 0 f t Ch a n g e i n E l e v . , H 1 0 f t To t a l T i m e o f C o n c e n t r a t i o n = = > 70 m i n u t e s Di s t a n c e t o " P o s t - U p s t r e a m " N o d e P o i n t = = > 20 0 f t Ap p r o x . V e l o c i t y f r o m R a t i n g C u r v e = = > 2 f t / s e c Ch a n n e l F l o w T i m e = = > 2 m i n To t a l T i m e o f C o n c e n t r a t i o n = = > 72 min u t e s f o r U p s t r e a m A r e a 1 & 2 Sh a l l o w C o n c e n t r a t e d Flo w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Flo w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E.E . S e e l y e * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 1 0 5 0 0 4 DA T E : 10 / 1 7 / 2 0 1 2 DE S I G N E D B Y : EB Up s t r e a m A r e a # 3 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 5 t o 2 2 S = 0 . 0 1 5 f t / f t S = 0 f t / f t C = 0 . 3 C = 0 . 9 Tc = 1 5 . 4 m i n T c = 0 . 0 m i n V = 0 . 2 f t / s V = 0 . 0 f t / s L = 4 7 0 f t L = 0 f t Ele v 2 2 t o 1 0 S = 0 . 0 2 5 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 7 f t / s V = 0 . 0 f t / s Tc = 1 1 . 2 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Ti m e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 10 . 5 1 m i n Hy d r a u l i c L e n g t h , L 8 5 0 f t Ch a n g e i n E l e v . , H 5 f t Ve l o c i t y , V 1 . 3 5 f t / s Ba c k c h e c k C h a n n e l F l o w : Ti m e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 10 . 1 7 m i n Hy d r a u l i c L e n g t h , L 8 5 0 f t Ch a n g e i n E l e v . , H 5 f t To t a l T i m e o f C o n c e n t r a t i o n = = > 3 7 m i n u t e s Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E. E . S e e l y e Sh a l l o w C o n c e n t r a t e d Flo w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Ov e r h y d r a u l i c l e n g t h Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 1 0 5 0 0 4 DA T E : 10 / 1 7 / 2 0 1 2 DE S I G N E D B Y : EB Do w n s t r e a m A r e a # 1 To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 2 0 0 f t ( 2 0 0 ' m a x ) L = 0 f t ( 2 0 0 ' m a x ) Ele v 2 2 t o 2 0 S = 0 . 0 1 f t / f t S = 0 f t / f t C = 0 . 4 C = 0 . 9 Tc = 1 2 . 5 m i n T c = 0 . 0 m i n V = 0 . 3 f t / s V = 0 . 0 f t / s L = 3 0 0 f t L = 0 f t Ele v 2 0 t o 7 S = 0 . 0 4 3 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 8 f t / s V = 0 . 0 f t / s Tc = 6 . 3 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Ti m e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 7. 2 5 m i n Hy d r a u l i c L e n g t h , L 4 5 0 f t Ch a n g e i n E l e v . , H 2 f t Ve l o c i t y , V 1 . 0 3 f t / s Ba c k c h e c k C h a n n e l F l o w : Ti m e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 6. 9 4 m i n Hy d r a u l i c L e n g t h , L 4 5 0 f t Ch a n g e i n E l e v . , H 2 f t To t a l T i m e o f C o n c e n t r a t i o n = = > 2 6 m i n u t e s Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E. E . S e e l y e Sh a l l o w C o n c e n t r a t e d Flo w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Fl o w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Ov e r h y d r a u l i c l e n g t h Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V PR O J E C T : No r s w o r t h y KH A P R O J E C T # : 11 6 1 0 5 0 0 4 DA T E : 10 / 1 7 / 2 0 1 2 DE S I G N E D B Y : EB Ri g h t - o f - W a y To = 0 . 2 2 5 * L ^ ( . 4 2 ) * S ^ ( - 0 . 1 9 ) * C ^ ( - 1 ) ( S e e l y e E q u a t i o n ) Ov e r l a n d F l o w T i m e ( P e r v i o u s ) O v e r l a n d F l o w T i m e ( I m p e r v i o u s ) L = 0 f t ( 2 0 0 ' m a x ) L = 2 0 f t ( 2 0 0 ' m a x ) El e v 2 4 . 7 t o 2 4 . 5 S = 0 f t / f t S = 0 . 0 1 f t / f t C = 0 . 3 C = 0 . 9 Tc = 0 . 0 m i n T c = 2 . 1 m i n V = 0 . 0 f t / s V = 0 . 2 f t / s L = 2 2 f t L = 0 f t El e v 2 4 . 5 t o 2 3 . 7 S = 0 . 0 3 6 f t / f t S = 0 f t / f t W = 1 6 . 1 W = 2 0 . 3 V = 0 . 8 f t / s V = 0 . 0 f t / s Tc = 0 . 5 m i n T c = 0 . 0 m i n Ki r p i c h ( V D O T ) Ti m e o f C o n c . : T c= = 0 . 0 0 9 4 8 * ( H ^ - 0 . 3 8 ) * ( L ^ 1 . 1 3 ) 10 . 9 6 m i n Hy d r a u l i c L e n g t h , L 1 1 5 0 f t Ch a n g e i n E l e v . , H 1 1 f t Ve l o c i t y , V 1 . 7 5 f t / s Ba c k c h e c k C h a n n e l F l o w : Ti m e o f C o n c . : T c= = ( L 3/H ) .3 8 5 /1 2 8 10 . 6 4 m i n Hy d r a u l i c L e n g t h , L 1 1 5 0 f t Ch a n g e i n E l e v . , H 1 1 f t To t a l T i m e o f C o n c e n t r a t i o n = = > 1 4 m i n u t e s Se e l y e E q u a t i o n R e f e r e n c e - Da t a B o o k f o r C i v i l En g i n e e r s V o l . I - D e s i g n 2 n d E d i t i o n ( 1 9 5 1 ) By E.E . S e e l y e Sh a l l o w C o n c e n t r a t e d Flo w ( u n p a v e d ) Sh a l l o w C o n c e n t r a t e d Flo w ( p a v e d ) Ch a n n e l F l o w ( 2 d i f f e r e n t c a l c m e t h o d s ) (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Ov e r h y d r a u l i c l e n g t h Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t Ov e r h y d r a u l i c l e n g t h (C a l c u l a t e t h i s v a l u e f r o m t h e h y d r a u l i c l e n g t h a n d t h e c h a n g e i n e l e v a t i o n a l o n g t h e h y d r a u l i c l e n g t h ) Fu r t h e s t d i s t a n c e w a t e r f l o w s t o C u l v e r t * SC S me t h o d s as s u m e th a t w = 16 . 1 fp s fo r un p a v e d su r f a c e s an d 20 . 3 fo r pa v e d su r f a c e s 5.0 S w V APPENDIX D MASTER STORMWATER PLAN Urban Community Economics www.urbanecon.com 1349 Park Avenue 2731 N Randolph Street Alameda, CA 94501 Arlington, VA 22207 415 480 0335 tel 510 748 9990 fax Draft Project Report Brewer’s Station Fiscal Impact Analysis Prepared for Isle of Wight County, Virginia On behalf of Kimley‐Horn Associates, Inc. and Francis Norsworthy Submitted by Urban Community Economics October 30, 2013 UCE Project No. 1087 Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 2 Table of Contents I. Introduction ................................................................................................................................. 4 Background ............................................................................................................................................ 4 II. Summary of Net Fiscal Impact ....................................................................................................... 7 III. Fiscal Impact Analysis Methodology ............................................................................................. 9 Key Assumptions .................................................................................................................................... 9 Analysis of Potential Revenues & Expenditures .................................................................................. 10 General Fund Revenues ....................................................................................................................... 13 Utility Fund Revenues and Expenditures ............................................................................................. 14 One‐Time Project Benefits ................................................................................................................... 14 IV. Appendix A: Detailed Assumptions and Calculations ................................................................... 17 Index of Tables Table 1: Student Generation Factor Assumptions ......................................................................................... 6 Table 2: Key Development Program Assumptions ......................................................................................... 5 Table 3: Summary of Proposed Brewer’s Station Mixed‐Use Development Fiscal Benefits and Costs ......... 8 Table 4: Proposed Developer Contributions ................................................................................................ 16 Table 5: Summary of Economic Benefits ..................................................................................................... 16 Index of Appendix Tables Table A‐1: Key Demographic and Economic Assumptions Table A‐2: Proposed Development Program Table A‐3: Buildout Assumptions Table A‐4: Residential Market Value Assumptions Table A‐5: Commercial Market Value Assumptions Table A‐6: Estimated Real Property Taxes Table A‐7: Estimated Retail Sales Taxes Table A‐8: Estimated Tangible Business Personal Property Taxes Table A‐9: Estimated Business Personal Property and BPOL Tax Generation Table A‐10: Estimated Project‐Based Population and Employment Table A‐11: Isle of Wight County Public Schools Operating Cost per Pupil ‐ Excluding Debt Service Table A‐12: Estimated Per Capita Public Service Costs Table A‐13: Estimated Annual Ongoing General Fund Public Service Costs Table A‐14: Estimated Incremental Fixed (Staffing) Costs Table A‐15: Estimated Annual Ongoing General Fund Public Service Costs ‐ Fixed (Salaries & Wages) Table A‐16: Estimated Vertical Development Costs Table A‐17: Estimated One‐Time Construction Job Creation Benefits Table A‐18: Estimated Development Fees Table A‐19: Estimated Cash Proffer Table A‐20: Other Fiscal Benefits ‐ Proposed Developer Contributions Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 3 General & Limiting Conditions Every reasonable effort has been made to ensure that the data contained in this report are accurate as of the date of this study; however, factors exist that are outside the control Urban Community Economics and that may affect the estimates and/or projections noted herein. This study is based on estimates, assumptions and other information developed by Urban Community Economics from its independent research effort, general knowledge of the industry, and information provided by and consultations with the client and the client's representatives. No responsibility is assumed for inaccuracies in reporting by the client, the client's agent and representatives, or any other data source used in preparing or presenting this study. This report is based on information that was current as of October 2013 and Urban Community Economics has not undertaken any update of its research effort since such date. Because future events and circumstances, many of which are not known as of the date of this study, may affect the estimates contained therein, no warranty or representation is made by Urban Community Economics that any of the projected values or results contained in this study will actually be achieved. Possession of this study does not carry with it the right of publication thereof or to use the name of "Urban Community Economics" in any manner without first obtaining the prior written consent of Urban Community Economics. No abstracting, excerpting or summarization of this study may be made without first obtaining the prior written consent of Urban Community Economics. This report is not to be used in conjunction with any public or private offering of securities, debt, equity, or other similar purpose where it may be relied upon to any degree by any person other than the client, nor is any third party entitled to rely upon this report, without first obtaining the prior written consent of Urban Community Economics. This study may not be used for purposes other than that for which it is prepared or for which prior written consent has first been obtained from Urban Community Economics. This study is qualified in its entirety by, and should be considered in light of, these limitations, conditions and considerations. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 4 I. Introduction Urban Community Economics (UCE) was retained by Francis Norsworthy (“the Developer”) to prepare a fiscal impact analysis of a proposed mixed‐use development in Isle of Wight County, Virginia (“the Jurisdiction”). UCE analyzed the fiscal implications of a planned community that would include 34 multifamily for sale condominium units, 65 for‐sale townhomes, and 162 garden‐style rental apartment flats. The residential program will be anchored by 85,000 square feet of neighborhood‐serving commercial uses including approximately a 52,650 square foot grocery store and 32,350 square feet of other supporting retail and restaurant uses. The project’s developer has proposed that the site be considered for rezoning to allow for higher density multifamily and a higher intensity mix of uses as defined by the Isle of Wight County Comprehensive Land Use Plan. This report examines issues related to the expected tax revenues from the project, the cost of providing public services to the proposed development, and the fiscal structure and the project’s impact on the Isle of Wight County’s municipal General Fund budget. This report answers a very important community question: will the new community, as proposed, provide sufficient new revenues to Isle of Wight County to offset the added costs associated with providing public services to the proposed community? Background Description of the Proposed Project Site The proposed $58.0 million development project is planned as a mixed‐use community. The proposed residential and commercial development program is reflected in Table 1: Key Development Program Assumptions. The commercial component of the project includes a variety of neighborhood‐serving retail uses (anchor grocery, convenience retail, a pad‐site corner store, and restaurant).The total estimated retail space should house approximately 85,000 square feet. In total, the for‐sale housing program includes 65 single family townhomes (6.44 dwelling units per acre), 34 multifamily units (6.69 dwelling units per acre), and 162 multifamily apartment flats (12.09 Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 5 dwelling units per acre).At full residential project build‐out in Year 5, it is anticipated that 251 new rental and for‐sale residential units will be completed. Table 1: Key Development Program Assumptions Development Program Land Plan Designation Units Gross SF/ Unit Construction Cost / Sq Ft Construction Cost / Unit Residential Development Single Family Townhomes Land Bay I 65 1,500 $ 110 $ 165,000 Multi‐Family Apartments Land Bay II 162 1,030 $ 110 $ 113,248 Multi‐Family Condominiums Land Bay IV 34 1,100 $ 115 $ 126,500 261 Commercial Development Land Bay III Square Feet Est. Sales Productivity / Sq Ft Construction Cost/ Sq Ft Neighborhood Services Retail A, D, E 18,750 $ 300 $ 200 Convenience Retail Retail B 2,700 $ 300 $ 200 Anchor Grocery Retail C 52,650 $ 400 $ 200 Restaurant Pad 4,900 $ 500 $ 250 Corner Store Pad 6,000 $ 300 $ 200 Total 85,000 Other Public Amenities Square Feet Open Air Farmers' Market/Community Meeting Building 5,225 Clubhouse, Pool, Park Areas, Tot‐Lots TBD Multi‐Use Trail, Pedestrian Sidewalks and Open Spaces TBD Source: Kimley‐Horn; Urban Community Economics, 2013. The residential component of the project is expected to be constructed over a six‐year period (assuming site preparation commences in 2013). The fiscal impact analysis assumes residential construction at approximately 54 apartment units annually in Year 1 through Year 3, followed by townhome construction of 32 and 33 units annually in Year 4 and Year 5. Condominium construction (34 total units) is assumed to occur in Year 6. The fiscal analysis assumes that real property tax revenues are essentially based on construction value and property tax revenues will commence in the year the unit is constructed. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 6 Housing, Population, and Employment Appendix Table A‐13 summarizes the profile of project residents and employees. Population in the single‐family homes was based on the average Isle of Wight County household size of 2.56 persons, as reported by ESRI Business Information Solutions, Inc. (a demographic and economic forecasting company).The townhome population reflects an average household size of 1.92 persons (75% of single family), while the multifamily rental flats are assumed to house approximately 1.66 persons (65% of single family) on average. The estimated current commercial population was based on employment data reported by the ESRI Business Analyst (2012).Commercial employment generation factors for the Brewer’s Station project were developed using industry standard averages, or detailed information provided by other sources, as noted in the report’s population and employment assumptions. To estimate the number of new school‐age children that attending Isle of Wight County Public Schools, UCE relied upon student generation factors established by the TischlerBise Draft Cash Proffer Study (June 22, 2012). Based on these factors, UCE assumed that each single family unit would yield approximately 0.379 students per single family unit and approximately 0.282 pupils per multifamily unit (Table 2). Table 2: Student Generation Factor Assumptions Pupils by School Level Pupils/Single Family Unit Pupils/ Multifamily Unit Elementary 0.180 0.180 Middle 0.067 0.055 High 0.132 0.047 Total 0.379 0.282 Source: TischlerBise Draft Cash Proffer Study, June 22, 2012. Based on these inputs, UCE estimates that the total residential population generated by the project will be 501 persons and 80 public school children; likewise, the commercial components of the project will generate approximately 146 employees. These key assumptions form the basis for calculating the fiscal benefits and costs associated with providing public services within the project area. A summary of these calculations is provided in the following section of this report. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 7 II. Summary of Net Fiscal Impact The residential and commercial construction is expected to be completed by Year 6 of the development timeframe. The majority of the commercial and residential space is expected to be absorbed by Year 8. At full buildout, the proposed Brewer’s Station mixed‐use development project is expected to generate up to approximately $992,000 in Isle of Wight County General Fund Operating Budget revenues (in current year 2013 dollars). In addition, the Developer is expected to contribute approximately $2.84 million in cash proffers during the construction phase of the project (projected to occur between Year 1 and Year 6 of development). In contrast, the new residential and commercial activity associated with the proposed Brewer’s Station development is expected to require incremental annual General Fund expenditures of approximately $591,000 to provide the additional public services required by the project (including public school operating costs). In total, the proposed Brewer’s Station development project is expected to yield a net positive annual Isle of Wight County General Fund benefit of approximately $401,000 total project buildout. Together with the estimated cash proffer payments of $2.84 million contributed by the Developer, the 20‐year cumulative net fiscal impact to Isle of Wight County is estimated to be $8.36 million, or a net present value of $8.04 million (assuming a 0.49% discount rate). In conclusion, the incremental Isle of Wight County General Fund operating expenditures associated with the proposed Brewer’s Station development will be sufficiently supported by the expected incremental real property and other tax revenues, as well as the cash proffer payment of $2.84 million. Notably, in no single year of the development buildout will the value of project‐related public service costs exceed estimated project revenues. These findings indicate that the population and employment generated by the project will produce sufficient revenues to offset the incremental increase in General Fund operating budget costs. A summary of these findings is provided in Table 3 on the following pages. Ur b a n C o m m u n i t y E c o n o m i c s UC E P r o j e c t N o . 1 0 8 7 Br e w e r ’ s S t a t i o n P r o p e r t y Fi s c a l I m p a c t A n a l y s i s Page 8 Ta b l e 3: Su m m a r y of Pr o p o s e d Br e w e r ’ s St a t i o n Mi x e d ‐Us e De v e l o p m e n t Fi s c a l Be n e f i t s an d Co s t s 20 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 2 0 2 5 2 0 2 6 2 0 2 7 2 0 3 3 Cu m u l a t i v e Y e a r 0Y e a r 1Y e a r 2Y e a r 3Y e a r 4Y e a r 5Y e a r 6Y e a r 7Y e a r 8Y e a r 9Y e a r 10 Y e a r 11 Y e a r 12Year 13Year 14Year 20 Ge n e r a l Fu n d Re v e n u e s Re a l Pr o p e r t y Ta x $ 8,7 8 2 , 9 2 7 $ ‐ $ 62 , 5 9 9 $ 12 5 , 1 9 8 $ 18 7 , 7 9 6 $ 33 6 , 9 9 3 $ 40 6 , 1 3 2 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 510,947 $ 510,947 $ 510,947 Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x $ 97 1 , 7 3 1 $ ‐ $ ‐ $ ‐ $ ‐ $ 37 , 0 6 6 $ 37 , 0 6 6 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59,840 $ 59,840 $ 59,840 BP O L Ta x $ 44 5 , 2 3 6 $ ‐ $ ‐ $ ‐ $ ‐ $ 18 , 6 4 8 $ 18 , 6 4 8 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27,196 $ 27,196 $ 27,196 Lo c a l Re t a i l Sa l e s Ta x $ 6,4 8 9 , 7 2 3 $ ‐ $ ‐ $ ‐ $ ‐ $ 28 7 , 4 6 9 $ 28 7 , 4 6 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 39 4 , 3 1 9 $ 394,319 $ 394,319 $ 394,319 To t a l $ 16 , 6 8 9 , 6 1 7 $ ‐ $ 62 , 5 9 9 $ 12 5 , 1 9 8 $ 18 7 , 7 9 6 $ 68 0 , 1 7 6 $ 74 9 , 3 1 4 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 99 2 , 3 0 2 $ 992,302 $ 992,302 $ 992,302 Ca s h Pr o f f e r Pa y m e n t s Re s i d e n t i a l ‐ Sin g l e Fa m i l y $ 86 8 , 2 7 0 $ ‐ $ ‐ $ ‐ $ ‐ $ 42 7 , 4 5 6 $ 44 0 , 8 1 4 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ Re s i d e n t i a l ‐ Mu l t i f a m i l y $ 1,9 7 5 , 4 8 4 $ ‐ $ 54 4 , 2 6 6 $ 54 4 , 2 6 6 $ 54 4 , 2 6 6 $ ‐ $ ‐ $ 34 2 , 6 8 6 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ Co m m e r c i a l ‐ Sh o p p i n g Ce n t e r $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ To t a l $ 2,8 4 3 , 7 5 4 $ ‐ $ 54 4 , 2 6 6 $ 54 4 , 2 6 6 $ 54 4 , 2 6 6 $ 42 7 , 4 5 6 $ 44 0 , 8 1 4 $ 34 2 , 6 8 6 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ To t a l Pr o j e c t Be n e f i t s $ 19 , 5 3 3 , 3 7 1 $ ‐ $6 0 6 , 8 6 5 $6 6 9 , 4 6 4 $7 3 2 , 0 6 2 $1 , 1 0 7 , 6 3 2 $1 , 1 9 0 , 1 2 8 $1 , 3 3 4 , 9 8 8 $9 9 2 , 3 0 2 $9 9 2 , 3 0 2 $9 9 2 , 3 0 2 $9 9 2 , 3 0 2 $9 9 2 , 3 0 2 $9 9 2 , 3 0 2 $992,302 $992,302 $992,302 Ge n e r a l Fu n d Pu b l i c Se r v i c e Co s t s Va r i a b l e Co s t s $ (8 , 3 1 8 , 0 0 1 ) ‐ ‐ (4 3 3 ) (9 3 , 6 6 9 ) (1 8 7 , 1 2 1 ) (2 9 8 , 9 6 9 ) (3 7 6 , 7 0 6 ) (4 6 8 , 5 5 8 ) (5 3 0 , 1 9 6 ) (5 3 0 , 1 9 6 ) (5 3 0 , 1 9 6 ) (5 3 0 , 1 9 6 ) (5 3 0 , 1 9 6 ) (530,196) (530,196) (530,196) Fi x e d (S t a f f i n g ) Co s t s $ (8 5 3 , 9 8 7 ) ‐ ‐ ‐ ‐ ‐ ‐ ‐ (6 0 , 9 9 9 ) (6 0 , 9 9 9 ) (6 0 , 9 9 9 ) (6 0 , 9 9 9 ) (6 0 , 9 9 9 ) (6 0 , 9 9 9 ) (60,999) (60,999) (60,999) To t a l $ (9 , 1 7 1 , 9 8 8 ) ‐ ‐ (4 3 3 ) (9 3 , 6 6 9 ) (1 8 7 , 1 2 1 ) (2 9 8 , 9 6 9 ) (3 7 6 , 7 0 6 ) (5 2 9 , 5 5 7 ) (5 9 1 , 1 9 5 ) (5 9 1 , 1 9 5 ) (5 9 1 , 1 9 5 ) (5 9 1 , 1 9 5 ) (5 9 1 , 1 9 5 ) (591,195) (591,195) (591,195) Ne t Fis c a l Im p a c t $ 8,3 5 5 , 8 4 6 $ ‐ $ 60 6 , 8 6 5 $ 66 9 , 0 3 1 $ 63 8 , 3 9 4 $ 92 0 , 5 1 1 $ 89 1 , 1 5 9 $ 95 8 , 2 8 3 $ 46 2 , 7 4 5 $ 40 1 , 1 0 7 $ 40 1 , 1 0 7 $ 40 1 , 1 0 7 $ 40 1 , 1 0 7 $ 40 1 , 1 0 7 $ 401,107 $ 401,107 $ 401,107 Ne t Pr e s e n t Va l u e /1 $ 8,0 4 1 , 5 5 3 Ot h e r De v e l o p e r Co n t r i b u t i o n s Ro a d w a y Im p r o v e m e n t s $ 1,5 0 0 , 0 0 0 $ ‐ $1 , 0 0 0 , 0 0 0 $ 50 0 , 0 0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ Uti l i t y Up g r a d e s $ 1,7 0 0 , 0 0 0 $ ‐ $1 , 2 0 0 , 0 0 0 $ ‐ $ ‐ $ 50 0 , 0 0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ To t a l $ 3,2 0 0 , 0 0 0 $ ‐ $2 , 2 0 0 , 0 0 0 $ 50 0 , 0 0 0 $ ‐ $ 50 0 , 0 0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ 1/ As s u m e s dis c o u n t ra t e of 0.4 9 % ac c o r d i n g to th e "n e t pr e s e n t va l u e fo r pu b l i c fi n a n c e " me t h o d o l o g y es t a b l i s h e d by Go v e r n m e n t Fi n a n c e Off i c e r s As s o c i a t i o n an d ba s e d on fo r e c a s t in f l a t i o n ra t e of 2.1 % an d 10 ‐Ye a r Tr e a s u r y bo n d ra t e of 2.6%, July 2013. So u r c e : Ki m l e y ‐Ho r n ; Go v e r n m e n t Fi n a n c e Of f i c e r s As s o c i a t i o n ; Co n g r e s s s i o n a l Bu d g e t Off i c e ; mu n i c i p a l b o n d s . c o m ; Ur b a n Co m m u n i t y Ec o n o m i c s , 20 1 3 . ` Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 9 III. Fiscal Impact Analysis Methodology The goal of a fiscal impact analysis is to compare the public revenues generated by new development with the public costs attributable to that development. As is the case for all changes in land use, new revenues and public service costs will be generated for Isle of Wight County. This section outlines how UCE determined the types and magnitudes of revenues and costs that were attributed to Isle of Wight County. Detailed supporting tables for this analysis are included as the appendices to this report. UCE’s calculation of the net fiscal impact reflects a number of key assumptions regarding the potential project’s population characteristics and its corresponding generation of estimated revenues and expenditures. Several of the inputs informing key assumptions are explained in the proceeding text. Key Assumptions Appendix Tables A‐1 through A‐6 summarize the project’s key assumptions: proposed phasing, building type, number and size of each structure, and residential and commercial revenue values. These tables also define UCE’s assumptions and inputs regarding County demographics, average household size, tax and fee rates, and other factors that will affect the project’s fiscal characteristics. The following sources provided UCE’s key inputs: Population and Households – Isle of Wight County data from, ESRI Business Analyst 2013, and the TischlerBise report “Isle of Wight County, Virginia Cash Proffer Study: Schools, Parks & Recreation, Library, Sheriff, Fire & Rescue, and General Government,” June 22, 2012. Employment Generation Factors – TischlerBise report “Isle of Wight County, Virginia Cash Proffer Study: Schools, Parks & Recreation, Library, Sheriff, Fire & Rescue, and General Government,” June 22, 2012 and ESRI Business Analyst. Tax Revenues and Permit Fees – Isle of Wight County Real Estate Assessment Office and Department of Budget and Finance annual General Fund Operating Budget (FY2013‐FY2014). Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 10 Public Service Cost Estimates – Review of Isle of Wight County Department of Budget and Finance General Fund Operating Budget (FY2013‐FY2014) and interviews with Isle of Wight County Economic Development and Planning Departments. Cash Proffer Estimate – TischlerBise report “Isle of Wight County, Virginia Cash Proffer Study: Schools, Parks & Recreation, Library, Sheriff, Fire & Rescue, and General Government,” June 22, 2012. Development Fees – Isle of Wight County Building Fee Schedule, Kimley‐Horn, Inc., and UCE assumptions. Note that permit fees are considered revenue neutral and are excluded from this analysis. Analysis of Potential Revenues & Expenditures General Fund Operating Costs UCE evaluated the Isle of Wight County General Fund Operating Budget (FY2013‐FY2014) to evaluate the costs associated with providing municipal services to current and projected residents and employees. The budget documents are summarized in Appendix Table A‐11 through Table A‐15. Core municipal services that are likely to be directly and materially impacted by the budget on a per capita basis are included in the fiscal cost estimate. Certain departments are likely to be more impacted than others by an increase in residential and commercial populations. UCE evaluated the potential impacts on staffing and administration by first dividing the General Fund budget into fixed (staffing) and variable cost factors. Each type of annual operating cost requires a distinct methodology to appropriately reflect the cost burden that could be associated with new residents and employees resulting from the proposed project buildout. Fixed (Staffing) Vs. Variable Public Service Costs UCE determined that a significant proportion of the budget cost structure supports full‐ and part‐ time salaries, wages, other compensation, and non‐departmental fringe benefits. More than 50% of the County’s operating budget (excluding annual transfer payment costs) is dedicated to staffing costs (See Appendix Table A‐12). UCE determined that other relevant annual ongoing costs that would be required to support an increase in residential and commercial activity in Isle of Wight Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 11 County include line items such as equipment repair and maintenance, and machinery supplies such as motor fuel and lube. Departmental budgets also include typical operating line items such as postage, telephone, office supplies and other office expenses. Based on the Cash Proffer methodology detailed in the TischlerBise report “Isle of Wight County, Virginia Cash Proffer Study: Schools, Parks & Recreation, Library, Sheriff, Fire & Rescue, and General Government,” June 22, 2012., UCE applied a per capita calculation to these primary municipal costs to estimate the current per resident/employee share of supporting these costs. The estimated per capita cost value was then applied to the population and employment projections derived from the proposed Brewer’s Station development program outlined in the introduction to this report to produce an estimate of the total potential costs to the Isle of Wight County General Fund Operating Budget. Fixed (Staffing) Costs Based on UCE experience with similar developments, it is anticipated that certain operating departments could require additional staffing to meet the public service needs of the new community. For planning purposes, UCE developed a proposed approach to the phasing for new staff for the following departments: Public Safety: According to the National Fire Protection Association and the Department of Justice, the average staffing requirements are roughly one to three full‐time equivalent uniformed public safety officers (patrolmen) for every 1,000 residents. UCE conducted research to determine the average cost per FTE police officer including salaries, benefits, and pension. Note that the TischlerBise Cash Proffer Study values include the cost for Sheriff Department vehicles, equipment and facilities. UCE concluded that Isle of Wight County could expect to require expanding current public safety capacity by one full‐time equivalent employee to meet the needs of the new Brewer’s Station community in year six of the project buildout (261 new units and approximately 501 new residents) at $61,000 per FTE. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 12 Public Works, Planning, and Community Development: Based on the residential program of 261 units over six years and the associated infrastructure upgrades proposed by the Brewer’s Station development project, UCE concludes that Isle of Wight County does not likely require additional Public Works, Planning, or Community Development staffing to support the new population. Variable Public Service Costs Variable public service costs fund important municipal operations such as materials, supplies, fuel, utility costs, facility and equipment maintenance, and other “consumable” goods that fluctuate from year to year. UCE incorporated the potential variable costs that could be impacted by the proposed development for the following departments: General Government Judicial Administration Public Safety Health & Welfare Parks and Recreation Community Development Note that the “Education” department is not calculated on a per capita basis (reflected as “calculated separately” in the budget analysis. The total annual operating cost to educate an Isle of Wight public school student is approximately $9,733, including local Isle of Wight County contributions of $4,027 (excluding debt service) and the balance funded by State and Federal resources. This estimate excludes capital expenditures covered by the Developer’s proffer contribution. Public education operating costs are also based on the estimated number of new public school students that will be generated by the Brewer’s Station development project. These values are based on the student generation factors established by the 2012 Isle of Wight Proffer Study prepared by TischlerBise. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 13 The “Health and Welfare” department budget also includes an adjustment to reflect the cost to Isle of Wight County (net of intergovernmental transfers).As such, UCE excludes certain State programs and Section 8 costs. However, the local contribution to the social services transfer was included in the cost allocation, with 100 percent applied to the residential population. Note that intergovernmental transfers for education programs and capital costs are assumed accounted for in the payment of development impact fees and are therefore excluded from the analysis. General Fund Revenues The estimated project‐based public revenues are calculated on the following basis: Directly affected and calculated – Revenue items such as property tax revenue, building permit revenues and expenditures, licenses and permits, can be directly calculated and are detailed in several tables in the fiscal impact model. Household – Certain budget categories will likely be affected by the increases in new residents and businesses. For these items, UCE examined the current budget to determine revenues and expenditures on a per capita basis. Per Square Foot of Commercial Activity – Real and personal property tax revenues and associated expenditures related to the new commercial development are based on current assessment rates established by Isle of Wight County Commissioner of Real Estate Tax Assessments. Real & Personal Property and Sales Tax Revenues Commercial and residential real and personal property tax revenues are the key line items that can be directly calculated by using the program assumptions and tax rates from Appendix Table A‐1. UCE estimated the property tax revenue stream by calculating the total capitalized market value per square foot. Market value is calculated by estimating the net operating income for each use and applying a market capitalization rate.Net operating income is based on a high‐level estimate of property Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 14 revenues (rental rates as reported by Costar data and other primary research), standard industry operating costs, and other factors. The assessed value is calculated by applying the current Isle of Wight County equalization rate of 100 percent of the project’s market value. The projections of property taxes are summarized in Appendix Table A‐6. Sales tax revenues were estimated by applying typical sales productivity averages (sales per square foot). Utility Fund Revenues and Expenditures Based on discussions with the Isle of Wight County Public Utilities Department, potential increases in residential and commercial activity will be served by fee‐based public utility services. Accordingly, these items are considered “revenue neutral” and are excluded from the analysis. One‐Time Project Benefits Other types of one‐time and ongoing revenues may be generated by the project. The total estimated value of developer’s contributions is $6.03 million including $2.74 million of cash proffer payments and $5.94 million in roadway and utility improvements. These developer contributions are in addition to the incremental annual public revenues that flow into the General Fund. UCE’s estimate of the cash proffer that would be required by this development is detailed in Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 15 Table 4. Given that the developer will pay these fees to Isle of Wight County in the year prior to occupancy; these funds will help offset the cost of any needed capital improvements that would be required to support future residents and employees. Cash Proffer and Impact Fees UCE’s estimate of the cash proffer contributions related to the development is based on the following assumptions: Single Family Proffers – The Developer proposes to make cash proffers to Isle of Wight County in the amount of $13,358 for the actual number of single family units. Accordingly, 65 townhome units X $13,358 = $868,270. Multifamily Proffers ‐ The Developer proposes to make cash proffers of $10,079 for constructed multifamily units (rental apartments, condominium units, and flats). Accordingly, 196 units X $10,079 = $1,975,484. Commercial Proffers – Cash proffers are excluded from the rezoning application. Roadway Upgrades – The Developer proposes to invest approximately $1,500,000 in public roadway upgrades to serve the site. Water & Sewer Utility Upgrades – The Developer proposes to invest approximately $1,700,000 in public water and sewer system extension upgrades to serve the site. UCE notes that the Isle of Wight County Capital Improvement Program (CIP) budget cycle is based on a five‐year period. Accordingly, the estimated $2.84 million cash proffer payment would be allocated to the capital improvement budget according to development that occurs within five‐year development period segments. The total potential value of other one‐time project benefits is $3.20 million and includes the values of the proposed road right of way, intersection improvements, and utility upgrades. Note that these project‐related financial benefits are not included in the calculation of Net Present Value. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 16 Table 4: Proposed Developer Contributions Other Economic Benefits The proposed Brewer’s Station development project is expected to generate other economic benefits in the local community. The project is expected to require approximately $56.24 million in total construction investment (including hard and soft costs for buildings, roadway improvements, and utility upgrades) over the six‐year buildout. Considering the residential and commercial building construction value only, this investment translates into approximately $46.87 million in total hard costs, including $28.12 million in construction materials purchases and $18.75 million in construction wages. Assuming an annual construction wage of approximately $45,000, the Brewer’s Station project could generate up to 69 full‐time equivalent construction jobs each year of the six years of project development. Table 5: Summary of Economic Benefits Cumulative Construction Investment (Hard Costs)46,867,190$ Construction Materials /128,120,314$ Construction Wages /218,746,876$ Total Construction Wages18,746,876$ Divided by Average Annual Construction Wage /345,000$ Person Years of Construction Employment =417 Divided by Construction Years /4 6 Estimated Average Annual FTE Construction Jobs /3 69 1/ Construction materials as % of hard construction costs = 60% 2/ Construction wages as % of hard construction costs = 40% 4/ Assumed construction timeframe subject to change. 3/ Average construction wage based on Virginia Employment Commission Source: RS Means Construction Cost Estimators; VA Department of Taxation; Kimley‐Horn; Urban Community Economics, 2013. Urban Community Economics UCE Project No. 1087 Brewer’s Station Fiscal Impact Analysis Page 17 IV. Appendix A: Detailed Assumptions and Calculations A summary of the calculations supporting UCE’s assessment of net fiscal impact to Isle of Wight County is presented in the detailed appendix tables. In Table 1, the project’s overall impact on the County is summarized from the subsequent tables detailed in the appendix to this report. The line labeled “Net Fiscal Impact” shows the net effect for each year during the six‐year development period and for the remaining years in the 20‐year fiscal impact analysis timeframe. The net present value of this revenue stream is then calculated by applying a discount rate of 0.49% percent. The discount rate reflects a government’s cost of borrowing or a community’s preference for present versus future consumption. For the purpose of this analysis, the discount rate of 0.49% is calculated according to the "net present value for public finance" methodology established by the Government Finance Officers Association and based on the forecast inflation rate of 2.1% and 10‐ Year Treasury bond rate of 2.6% as of July 2013 (calculated as ((1+0.021)/ (1+0.026))‐1). The discount rate essentially represents the cost of tax‐financed projects in current year dollars. The net present value represents the project’s value to Isle of Wight County over 20 years, expressed in today’s current year dollars. Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐1: Key Demographic and Economic Assumptions Demographic Assumptions 2012 (ESRI) Population 35,726 Households 13,828 Non‐Farm Employment 9,728 Household Size% of Avg. Pop. Per Unit ‐ 2012 (ESRI) Avg. HH Size ‐ Single‐Family 100%2.56 Townhomes 75%1.92 Apartment Units 65%1.66 Student Generation Impacts 1/Single Family Townhomes Multifamily‐ Flats Elementary 0.1800.1800.180 Middle 0.0670.0550.055 High 0.1320.0470.047 Total 0.3790.2820.282 Economic Assumptions Employment GenerationFTEs / Unit Commercial / Retail 600 Residential ‐ Multifamily Apartment 0.025 Director/ SupervisorStaff Percent of Total 25%75% Full‐Time 100%65% Part‐Time 0%35% Average Annual Wage (Weighted Avg) /2 65,000$ 26,000$ Full‐Time Equivalent Hours ‐ Annual 2,080 Part‐Time Equivalent Hours ‐ Annual 1,248 Development Assumptions Tax Rates Tax Rate (FY2013‐ 2014)PerValue Basis Ad Valorem Property Tax 0.73100$ Fair Market Value Personal Property Tax 4.50100$ Machinery & Tools 0.70100$ Equalization Rate (Assessment Ratio) Residential 100%of Market Value Commercial 100%of Market Value Furniture, Fixtures, & Equipt Value 40$ Per Sq Ft Commercial Sales Tax RatesStateLocalTotal % Grocery Sales Sales Tax ‐ General 5.0%1.0%6.0%27.0% Sales Tax ‐ Food for Home Consumption 1.0%1.5%2.5%73.0% Retail BPOL Tax ReceiptsMinMax Tax Rate per $100 Gross Receipts <$50K ‐$ 49,999$ ‐$ Gross Receipts $50K ‐ $149K 50,000$ 149,000$ 0.12$ Gross Receipts $150K+150,000$ 0.08$ Additional Tax for above $150k 1,800$ Construction AssumptionsModel InputValue Basis Construction Start Year 2013 Analysis Base Year 2012 Soft Costs (Design & Contingency, % of Hard)20% Construction Materials Costs (% of Hard)60% Construction Wages (% of Hard)40% Construction Materials Purchased In‐State 100% Construction Years (UCE Estimate)15 Site Preparation Cost / Acre 225,000$ 1 acre = 43,560 square feet 1/ Student Generation Factors based TischlerBise Draft Cash Proffer Study, June 22, 2012. 2/ Employment and Wage Data Source: ESRI Business Analyst 2012 & Virginia Employment Commission, 2013. Source: American Fact Finder; Kimley‐Horn; Urban Community Economics, 2013. Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐2: Proposed Development Program Development ProgramLand Plan DesignationUnits Gross SF/ Unit Construction Cost / Sq Ft Construction Cost / Unit Residential Development Single Family TownhomesLand Bay I 651,500 110$ 165,000$ Multi‐Family ApartmentsLand Bay II 1621,030 110$ 113,248$ Multi‐Family CondominiumsLand Bay IV 341,100 115$ 126,500$ 261 Commercial DevelopmentLand Bay IIISquare Feet Est. Sales Productivity / Sq Ft Construction Cost/ Sq Ft Neighborhood ServicesRetail A, D, E 18,750 300$ 200$ Convenience RetailRetail B 2,700 300$ 200$ Anchor GroceryRetail C 52,650 400$ 200$ RestaurantPad 4,900 500$ 250$ Corner StorePad 6,000 300$ 200$ Total 85,000 Other Public AmenitiesSquare Feet Open Air Farmers' Market 5,225 Community Meeting Building 5,225 Clubhouse, Pool, Park Areas, Tot‐Lots TBD Multi‐Use Trail, Pedestrian Sidewalks and Open SpacesTBD Source: Kimley‐Horn; Urban Community Economics, 2013. Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fis c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐3: Bu i l d o u t As s u m p t i o n s 20 1 3 2 0 1 4 20 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 420252026 Re s i d e n t i a l De v e l o p m e n t T o t a l Un i t s Y e a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9 Y e a r 10Year 11Year 12Year 13 An n u a l Sp a c e Bu i l d o u t /1 Sin g l e Fa m i l y To w n h o m e s 65 32 3 3 Mu l t i ‐Fa m i l y Co n d o m i n i u m s 34 34 Mu l t i ‐Fa m i l y Ap a r t m e n t s 16 2 54 5 4 5 4 To t a l 2 6 1 054 5 4 5 4 3 2 3 3 3 4 0 0 0 0 0 0 0 Cu m u l a t i v e Sp a c e Bu i l d o u t Sin g l e Fa m i l y To w n h o m e s 65 0 0 0 0 3 2 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 6 5 Mu l t i ‐Fa m i l y Co n d o m i n i u m s 34 0 0 0 0 0 0 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 Mu l t i ‐Fa m i l y Ap a r t m e n t s 16 2 0 5 4 1 0 8 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 To t a l ‐ 54 10 8 16 2 19 4 22 7 26 1 26 1 26 1 26 1 26 1 261 261 261 Co m m e r c i a l De v e l o p m e n t Cu m u l a t i v e Sp a c e Bu i l d o u t (% of To t a l ) Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 0% 0 % 0 % 0 % 0 % 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % Co n v e n i e n c e Re t a i l 2,7 0 0 0% 0 % 0 % 0 % 0 % 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % An c h o r Gr o c e r y 52 , 6 5 0 0% 0 % 0 % 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % Re s t a u r a n t 4,9 0 0 0% 0 % 0 % 0 % 0 % 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % Co r n e r St o r e 6,0 0 0 0% 0 % 0 % 0 % 0 % 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % To t a l 8 5 , 0 0 0 Cu m u l a t i v e Sp a c e Bu i l d o u t (s q ft ) Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 ‐ ‐ ‐ ‐ ‐ ‐ 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18,750 18,750 18,750 Co n v e n i e n c e Re t a i l 2,7 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 2, 7 0 0 2, 7 0 0 2,7 0 0 2, 7 0 0 2,7 0 0 2,700 2,700 2,700 An c h o r Gr o c e r y 52 , 6 5 0 ‐ ‐ ‐ ‐ 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52,650 52,650 52,650 Re s t a u r a n t 4,9 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 4, 9 0 0 4, 9 0 0 4,9 0 0 4, 9 0 0 4,9 0 0 4,900 4,900 4,900 Co r n e r St o r e 6,0 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 6, 0 0 0 6, 0 0 0 6,0 0 0 6, 0 0 0 6,0 0 0 6,000 6,000 6,000 To t a l 8 5 , 0 0 0 ‐ ‐ ‐ ‐ 52 , 6 5 0 52 , 6 5 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85,000 85,000 85,000 An n u a l Sp a c e Bu i l d o u t Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 ‐ ‐ ‐ ‐ ‐ ‐ 18 , 7 5 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ Co n v e n i e n c e Re t a i l 2,7 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 2, 7 0 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ An c h o r Gr o c e r y 52 , 6 5 0 ‐ ‐ ‐ ‐ 52 , 6 5 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ Re s t a u r a n t 4,9 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 4, 9 0 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ Co r n e r St o r e 6,0 0 0 ‐ ‐ ‐ ‐ ‐ ‐ 6, 0 0 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ To t a l 8 5 , 0 0 0 ‐ ‐ ‐ ‐ 52 , 6 5 0 ‐ 32 , 3 5 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ So u r c e : Is l e of Wi g h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . 1/ Ap a r t m e n t bu i l d o u t as s u m e s fiv e ‐ye a r ab s o r p t i o n tim e f r a m e , eq u i v a l e n t to a le a s i n g ta r g e t of ap p r o x i m a t e l y th r e e un i t s / m o n t h . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐3: Bu i l d o u t As s u m p t i o n s Re s i d e n t i a l De v e l o p m e n t T o t a l Un i t s An n u a l Sp a c e Bu i l d o u t /1 Sin g l e Fa m i l y To w n h o m e s 65 Mu l t i ‐Fa m i l y Co n d o m i n i u m s 34 Mu l t i ‐Fa m i l y Ap a r t m e n t s 16 2 To t a l 2 6 1 Cu m u l a t i v e Sp a c e Bu i l d o u t Sin g l e Fa m i l y To w n h o m e s 65 Mu l t i ‐Fa m i l y Co n d o m i n i u m s 34 Mu l t i ‐Fa m i l y Ap a r t m e n t s 16 2 To t a l Co m m e r c i a l De v e l o p m e n t Cu m u l a t i v e Sp a c e Bu i l d o u t (% of To t a l ) Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 Co n v e n i e n c e Re t a i l 2, 7 0 0 An c h o r Gr o c e r y 52 , 6 5 0 Re s t a u r a n t 4, 9 0 0 Co r n e r St o r e 6, 0 0 0 To t a l 8 5 , 0 0 0 Cu m u l a t i v e Sp a c e Bu i l d o u t (s q ft ) Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 Co n v e n i e n c e Re t a i l 2, 7 0 0 An c h o r Gr o c e r y 52 , 6 5 0 Re s t a u r a n t 4, 9 0 0 Co r n e r St o r e 6, 0 0 0 To t a l 8 5 , 0 0 0 An n u a l Sp a c e Bu i l d o u t Ne i g h b o r h o o d Se r v i c e s 18 , 7 5 0 Co n v e n i e n c e Re t a i l 2, 7 0 0 An c h o r Gr o c e r y 52 , 6 5 0 Re s t a u r a n t 4, 9 0 0 Co r n e r St o r e 6, 0 0 0 To t a l 8 5 , 0 0 0 So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . 1/ Ap a r t m e n t bu i l d o u t as s u m e s fiv e ‐ye a r ab s o r p t i o n tim e f r a m e , eq u i v a l e n t to a le a s i n g ta r g e t of ap p r o x i m a t e l y th r e e un i t s / m o n t h . 20 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 2 0 3 3 Ye a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 00 0 0 0 0 0 65 6 5 6 5 6 5 6 5 6 5 6 5 34 3 4 3 4 3 4 3 4 3 4 3 4 16 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 26 1 26 1 26 1 26 1 26 1 26 1 26 1 10 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 10 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 10 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 10 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 10 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 1 0 0 % 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 18 , 7 5 0 2, 7 0 0 2, 7 0 0 2, 7 0 0 2, 7 0 0 2, 7 0 0 2, 7 0 0 2, 7 0 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 52 , 6 5 0 4, 9 0 0 4, 9 0 0 4, 9 0 0 4, 9 0 0 4, 9 0 0 4, 9 0 0 4, 9 0 0 6, 0 0 0 6, 0 0 0 6, 0 0 0 6, 0 0 0 6, 0 0 0 6, 0 0 0 6, 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐4: Re s i d e n t i a l Ma r k e t Va l u e As s u m p t i o n s Re s i d e n t i a l ‐ Fo r Sa l e U n i t s Av e r a g e SF / Un i t Ma r k e t Va l u e / Un i t Ma r k e t Va l u e / SF Gr o s s Ma r k e t Va l u e Si n g l e Fa m i l y To w n h o m e s 65 1, 5 0 0 $ 28 7 , 0 0 0 $ 19 1 18 , 6 5 5 , 0 0 0 $ Mu l t i ‐Fa m i l y Co n d o m i n i u m s 34 1, 1 0 0 $ 19 5 , 0 0 0 $ 17 7 6, 6 3 0 , 0 0 0 $ To t a l 25 , 2 8 5 , 0 0 0 $ Re s i d e n t i a l ‐ Fo r Le a s e Un i t s Re n t Pe r Un i t Po t e n t i a l Gr o s s In c o m e V a c a n c y Ef f e c t i v e Gr o s s In c o m e Op e r a t i n g Ex p e n s e s /1 Ne t Op e r a t i n g In c o m e Ca p i t a l i z a t i o n Ra t e Market Value Market Value / Unit Mu l t i ‐Fa m i l y Ap a r t m e n t s 16 2 1 , 2 6 5 $ 2, 4 5 8 , 8 1 3 $ 5% 2, 3 3 5 , 8 7 3 $ 59 9 , 4 0 0 $ 1, 7 3 6 , 4 7 3 $ 6. 7 5 % 25,725,523$ $ 158,800 1/ Mu l t i f a m i l y re s i d e n t i a l op e r a t i n g as s u m p t i o n s : Ar e a Ef f i c i e n c y fo r Of f i c e an d Ap a r t m e n t Bu i l d i n g 85 % Op e r a t i n g Ex p e n s e s pe r Ap a r t m e n t Un i t 3, 7 0 0 $ So u r c e : Is l e of Wi g h t Co u n t y ; Kim l e y ‐Ho r n ; Ur b a n Co m m u n i t y Ec o n o m i c s , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐5: Co m m e r c i a l Ma r k e t Va l u e As s u m p t i o n s Co m m e r c i a l De v e l o p m e n t S q u a r e Fe e t Re n t a b l e Sq Ft Re n t Pe r Sq Ft Po t e n t i a l Gr o s s In c o m e V a c a n c y Ef f e c t i v e Gr o s s In c o m e Op e r a t i n g Ex p e n s e s /1 Ne t Op e r a t i n g In c o m e Ca p i t a l i z a t i o n Ra t e /2 Market Value Market Value / Sq Ft An c h o r Gr o c e r y 5 2 , 6 5 0 44 , 7 5 3 17 . 0 0 $ 89 5 , 0 5 0 $ 5% 85 0 , 2 9 8 $ 85 , 0 3 0 $ 76 5 , 2 6 8 $ 8. 0 % 9,565,847$ 214$ Re s t a u r a n t 4 , 9 0 0 4, 1 6 5 19 . 0 0 $ 93 , 1 0 0 $ 5% 88 , 4 4 5 $ 8, 8 4 5 $ 79 , 6 0 1 $ 8. 0 % 995,006$ 239$ Co n v e n i e n c e Re t a i l 2 , 7 0 0 2, 2 9 5 19 . 0 0 $ 51 , 3 0 0 $ 5% 48 , 7 3 5 $ 4, 8 7 4 $ 43 , 8 6 2 $ 8. 0 % 548,269$ 239$ Ne i g h b o r h o o d Se r v i c e s 1 8 , 7 5 0 15 , 9 3 8 19 . 0 0 $ 35 6 , 2 5 0 $ 5% 33 8 , 4 3 8 $ 33 , 8 4 4 $ 30 4 , 5 9 4 $ 8. 0 % 3,807,422$ 239$ Co r n e r St o r e 6 , 0 0 0 5, 1 0 0 19 . 0 0 $ 11 4 , 0 0 0 $ 5% 10 8 , 3 0 0 $ 10 , 8 3 0 $ 97 , 4 7 0 $ 8. 0 % 1,218,375$ 239$ To t a l 8 5 , 0 0 0 1, 5 0 9 , 7 0 0 $ 1, 4 3 4 , 2 1 5 $ 14 3 , 4 2 2 $ 1,2 9 0 , 7 9 4 $ 16,134,919$ Ot h e r Pu b l i c Am e n i t i e s Op e n Ai r Fa r m e r s ' Ma r k e t 5 , 2 2 5 4, 4 4 1 ‐ $ ‐ $ 5% ‐ $ ‐ $ ‐ $ 8. 0 % ‐$ Co m m u n i t y Me e t i n g Bu i l d i n g T B D 1/ Co m m e r c i a l pr o p e r t y op e r a t i n g as s u m p t i o n s : Ar e a Ef f i c i e n c y fo r Co m m e r c i a l Bu i l d i n g 85 % Op e r a t i n g Ex p e n s e s fo r Co m m e r c i a l Sp a c e (% of Gr o s s ) 10 % So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; Ur b a n Co m m u n i t y Ec o n o m i c s , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fis c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐6: Es t i m a t e d Re a l Pr o p e r t y Ta x e s 20 1 2 2 0 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 Re s i d e n t i a l De v e l o p m e n t Y e a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9Year 10Year 11 Gr o s s An n u a l Ma r k e t Va l u e Sin g l e Fa m i l y To w n h o m e s ‐ $ ‐ $ ‐ $ ‐ $ 9, 1 8 4 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18,655,000$ 18,655,000$ Mu l t i ‐Fa m i l y Co n d o m i n i u m s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 6,6 3 0 , 0 0 0 $ 6,6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6,630,000$ 6,630,000$ Mu l t i ‐Fa m i l y Ap a r t m e n t s ‐ $ 8, 5 7 5 , 1 7 4 $ 17 , 1 5 0 , 3 4 9 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25,725,523$ 25,725,523$ To t a l ‐ $ 8,5 7 5 , 1 7 4 $ 17 , 1 5 0 , 3 4 9 $ 25 , 7 2 5 , 5 2 3 $ 34 , 9 0 9 , 5 2 3 $ 44 , 3 8 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51,010,523$ 51,010,523$ Re a l Pr o p e r t y Ta x Re v e n u e Ge n e r a t i o n /1 Sin g l e Fa m i l y To w n h o m e s ‐ $ ‐ $ ‐ $ ‐ $ 67 , 0 4 3 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 136,182$ 136,182$ Mu l t i ‐Fa m i l y Co n d o m i n i u m s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48,399$ 48,399$ Mu l t i ‐Fa m i l y Ap a r t m e n t s ‐ $ 62 , 5 9 9 $ 12 5 , 1 9 8 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 187,796$ 187,796$ To t a l ‐ $ 62 , 5 9 9 $ 12 5 , 1 9 8 $ 18 7 , 7 9 6 $ 25 4 , 8 4 0 $ 32 3 , 9 7 8 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 372,377$ 372,377$ Co m m e r c i a l De v e l o p m e n t Gr o s s An n u a l Ma r k e t Va l u e An c h o r Gr o c e r y ‐ $ ‐ $ ‐ $ ‐ $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11,253,938$ 11,253,938$ Re s t a u r a n t ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 1,1 7 0 , 5 9 6 $ 1,1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1,170,596$ 1,170,596$ Co n v e n i e n c e Re t a i l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 645,022$ 645,022$ Ne i g h b o r h o o d Se r v i c e s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 4,4 7 9 , 3 2 0 $ 4,4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4,479,320$ 4,479,320$ Co r n e r St o r e ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 1,4 3 3 , 3 8 2 $ 1,4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1,433,382$ 1,433,382$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18,982,257$ 18,982,257$ Re a l Pr o p e r t y Ta x Re v e n u e Ge n e r a t i o n /2 An c h o r Gr o c e r y ‐ $ ‐ $ ‐ $ ‐ $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82,154$ 82,154$ Re s t a u r a n t ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 8, 5 4 5 $ 8,5 4 5 $ 8,5 4 5 $ 8, 5 4 5 $ 8,545$ 8,545$ Co n v e n i e n c e Re t a i l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 4, 7 0 9 $ 4,7 0 9 $ 4,7 0 9 $ 4, 7 0 9 $ 4,709$ 4,709$ Ne i g h b o r h o o d Se r v i c e s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32,699$ 32,699$ Co r n e r St o r e ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10,464$ 10,464$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ 82 , 1 5 4 $ 82 , 1 5 4 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 138,570$ 138,570$ To t a l Re s i d e n t i a l an d Co m m e r c i a l Ta x Ge n e r a t i o n ‐ $ 62 , 5 9 9 $ 12 5 , 1 9 8 $ 18 7 , 7 9 6 $ 33 6 , 9 9 3 $ 40 6 , 1 3 2 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 510,947$ 510,947$ 1/ Ta x ge n e r a t i o n as s u m p t i o n s : Ta x Ra t e / $1 0 0 Va l 0. 7 3 Eq u a l i z a t i o n Ra t e ‐ Re s i d e n t i a l 10 0 % Eq u a l i z a t i o n Ra t e ‐ Co m m e r c i a l 10 0 % 2/ Se e 1. So u r c e : Is l e of Wig h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐6: Es t i m a t e d Re a l Pr o p e r t y Ta x e s Re s i d e n t i a l De v e l o p m e n t Gr o s s An n u a l Ma r k e t Va l u e Si n g l e Fa m i l y To w n h o m e s Mu l t i ‐Fa m i l y Co n d o m i n i u m s Mu l t i ‐Fa m i l y Ap a r t m e n t s To t a l Re a l Pr o p e r t y Ta x Re v e n u e Ge n e r a t i o n /1 Si n g l e Fa m i l y To w n h o m e s Mu l t i ‐Fa m i l y Co n d o m i n i u m s Mu l t i ‐Fa m i l y Ap a r t m e n t s To t a l Co m m e r c i a l De v e l o p m e n t Gr o s s An n u a l Ma r k e t Va l u e An c h o r Gr o c e r y Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l Re a l Pr o p e r t y Ta x Re v e n u e Ge n e r a t i o n /2 An c h o r Gr o c e r y Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l To t a l Re s i d e n t i a l an d Co m m e r c i a l Ta x Ge n e r a t i o n 1/ Ta x ge n e r a t i o n as s u m p t i o n s : Ta x Ra t e / $1 0 0 Va l 0. 7 3 Eq u a l i z a t i o n Ra t e ‐ Re s i d e n t i a l 10 0 % Eq u a l i z a t i o n Ra t e ‐ Co m m e r c i a l 10 0 % 2/ Se e 1. So u r c e : Is l e of Wig h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . 20 2 4 2 0 2 5 2 0 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 Ye a r 12 Y e a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 18 , 6 5 5 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6,6 3 0 , 0 0 0 $ 6,6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 6,6 3 0 , 0 0 0 $ 6, 6 3 0 , 0 0 0 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 25 , 7 2 5 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 51 , 0 1 0 , 5 2 3 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 13 6 , 1 8 2 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 48 , 3 9 9 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 18 7 , 7 9 6 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 37 2 , 3 7 7 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 11 , 2 5 3 , 9 3 8 $ 1, 1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1,1 7 0 , 5 9 6 $ 1,1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 1,1 7 0 , 5 9 6 $ 1, 1 7 0 , 5 9 6 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 64 5 , 0 2 2 $ 4, 4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4,4 7 9 , 3 2 0 $ 4,4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 4,4 7 9 , 3 2 0 $ 4, 4 7 9 , 3 2 0 $ 1, 4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1,4 3 3 , 3 8 2 $ 1,4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 1,4 3 3 , 3 8 2 $ 1, 4 3 3 , 3 8 2 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 18 , 9 8 2 , 2 5 7 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 82 , 1 5 4 $ 8,5 4 5 $ 8, 5 4 5 $ 8, 5 4 5 $ 8, 5 4 5 $ 8,5 4 5 $ 8, 5 4 5 $ 8, 5 4 5 $ 8, 5 4 5 $ 8,5 4 5 $ 4,7 0 9 $ 4, 7 0 9 $ 4, 7 0 9 $ 4, 7 0 9 $ 4,7 0 9 $ 4, 7 0 9 $ 4, 7 0 9 $ 4, 7 0 9 $ 4,7 0 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 32 , 6 9 9 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 10 , 4 6 4 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 13 8 , 5 7 0 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ 51 0 , 9 4 7 $ Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐7: Es t i m a t e d Re t a i l Sa l e s Ta x e s (Continued) 20 1 2 2 0 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 Gr o s s An n u a l Ta x a b l e Re t a i l Sa l e s Ye a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9Year 10Year 11Year 12 An c h o r Gr o c e r y ‐ ‐ ‐ ‐ 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21,060,000 21,060,000 21,060,000 Re s t a u r a n t ‐ ‐ ‐ ‐ ‐ ‐ 2,4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 2,4 5 0 , 0 0 0 2,450,000 2,450,000 2,450,000 Co n v e n i e n c e Re t a i l ‐ ‐ ‐ ‐ ‐ ‐ 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 810,000 810,000 810,000 Ne i g h b o r h o o d Se r v i c e s ‐ ‐ ‐ ‐ ‐ ‐ 5,6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 5,6 2 5 , 0 0 0 5,625,000 5,625,000 5,625,000 Co r n e r St o r e ‐ ‐ ‐ ‐ ‐ ‐ 1,8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 1,8 0 0 , 0 0 0 1,800,000 1,800,000 1,800,000 To t a l ‐ ‐ ‐ ‐ 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31,745,00031,745,00031,745,000 Sa l e s Ta x Ge n e r a t i o n % of To t a l An c h o r Gr o c e r y ‐ Ge n e r a l 27 % ‐ ‐ ‐ ‐ 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 341,172 341,172 341,172 An c h o r Gr o c e r y ‐ Fo o d at Ho m e 73 % ‐ ‐ ‐ ‐ 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 384,345 384,345 384,345 Re s t a u r a n t ‐ ‐ ‐ ‐ ‐ ‐ 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 147,000 147,000 147,000 Co n v e n i e n c e Re t a i l ‐ ‐ ‐ ‐ ‐ ‐ 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48,600 48,600 48,600 Ne i g h b o r h o o d Se r v i c e s ‐ ‐ ‐ ‐ ‐ ‐ 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 337,500 337,500 337,500 Co r n e r St o r e ‐ ‐ ‐ ‐ ‐ ‐ 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 108,000 108,000 108,000 To t a l ‐ ‐ ‐ ‐ 72 5 , 5 1 7 72 5 , 5 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,366,617 1,366,617 1,366,617 Sa l e s Ta x Ge n e r a t i o n by Ju r i s d i c t i o n /1 St a t e of Vi r g i n i a ‐ ‐ ‐ ‐ 43 8 , 0 4 8 43 8 , 0 4 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 972,298 972,298 972,298 Is l e of Wig h t Co u n t y ‐ ‐ ‐ ‐ 28 7 , 4 6 9 28 7 , 4 6 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 394,319 394,319 394,319 To t a l ‐ ‐ 72 5 , 5 1 7 72 5 , 5 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,366,617 1,366,617 1,366,617 1/ St a t e an d Lo c a l Sa l e s Ta x Ra t e Al l o c a t i o n As s u m p t i o n s : Ge n e r a l Ta x Ra t e 5 % 1 % 6 % Pe r c e n t of To t a l 8 3 % 1 7 % 1 0 0 % Fo o d at Ho m e Ta x Ra t e 1 % 2 % 3 % Pe r c e n t of To t a l 4 0 % 6 0 % 1 0 0 % So u r c e : Is l e of Wi g h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐7: Es t i m a t e d Re t a i l Sa l e s Ta x e s Gr o s s An n u a l Ta x a b l e Re t a i l Sa l e s An c h o r Gr o c e r y Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l Sa l e s Ta x Ge n e r a t i o n % of To t a l An c h o r Gr o c e r y ‐ Ge n e r a l 27 % An c h o r Gr o c e r y ‐ Fo o d at Ho m e 73 % Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l Sa l e s Ta x Ge n e r a t i o n by Ju r i s d i c t i o n /1 St a t e of Vi r g i n i a Is l e of Wig h t Co u n t y To t a l 1/ St a t e an d Lo c a l Sa l e s Ta x Ra t e Al l o c a t i o n As s u m p t i o n s : Ge n e r a l Ta x Ra t e 5 % Pe r c e n t of To t a l 8 3 % Fo o d at Ho m e Ta x Ra t e 1 % Pe r c e n t of To t a l 4 0 % So u r c e : Is l e of Wig h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . 20 2 5 2 0 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 Ye a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 21 , 0 6 0 , 0 0 0 2, 4 5 0 , 0 0 0 2,4 5 0 , 0 0 0 2,4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 2,4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 2, 4 5 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 81 0 , 0 0 0 5, 6 2 5 , 0 0 0 5,6 2 5 , 0 0 0 5,6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 5,6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 5, 6 2 5 , 0 0 0 1, 8 0 0 , 0 0 0 1,8 0 0 , 0 0 0 1,8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 1,8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 1, 8 0 0 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 31 , 7 4 5 , 0 0 0 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 34 1 , 1 7 2 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 38 4 , 3 4 5 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 14 7 , 0 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 48 , 6 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 33 7 , 5 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 10 8 , 0 0 0 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 97 2 , 2 9 8 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 39 4 , 3 1 9 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 1,3 6 6 , 6 1 7 1, 3 6 6 , 6 1 7 Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐8: Es t i m a t e d Ta n g i b l e Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x Ra t e pe r Sq u a r e Fo o t of Co m m e r c i a l Sp a c e Co m m e r c i a l De v e l o p m e n t S q Ft F F & E PS F Es t i m a t e T o t a l FF & E As s e s s e d Va l u e at 40 % Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x at $4 . 4 0 pe r $1 0 0 B P O L Tax / Sq Ft An c h o r Gr o c e r y 5 2 , 6 5 0 40 . 0 0 $ 2, 1 0 6 , 0 0 0 $ 84 2 , 4 0 0 $ 37 , 0 6 6 $ 0.70 $ Re s t a u r a n t 4 , 9 0 0 40 . 0 0 $ 19 6 , 0 0 0 $ 78 , 4 0 0 $ 3, 4 5 0 $ 0.70 $ Co n v e n i e n c e Re t a i l 2 , 7 0 0 40 . 0 0 $ 10 8 , 0 0 0 $ 43 , 2 0 0 $ 1, 9 0 1 $ 0.70 $ Ne i g h b o r h o o d Se r v i c e s 1 8 , 7 5 0 40 . 0 0 $ 75 0 , 0 0 0 $ 30 0 , 0 0 0 $ 13 , 2 0 0 $ 0.70 $ Co r n e r St o r e 6 , 0 0 0 40 . 0 0 $ 24 0 , 0 0 0 $ 96 , 0 0 0 $ 4, 2 2 4 $ 0.70 $ To t a l 8 5 , 0 0 0 3, 4 0 0 , 0 0 0 1, 3 6 0 , 0 0 0 59 , 8 4 0 We i g h t e d Av e r a g e 0.70 $ So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s Sta t i o n De v e l o p m e n t Pr o j e c t Fis c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐9: Es t i m a t e d Bu s i n e s s Pe r s o n a l Pr o p e r t y an d BP O L Ta x Ge n e r a t i o n 20 1 2 2 0 1 3 2 0 1 4 20 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 Ye a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9 Y e a r 10Year 11Year 12 Re t a i l Sp a c e Bu i l d o u t (C u m u l a t i v e Sq Ft ) ‐ ‐ ‐ ‐ 52 , 6 5 0 52 , 6 5 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85,000 85,000 85,000 Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x Ge n e r a t i o n / 1 ‐ $ ‐ $ ‐ $ ‐ $ 37 , 0 6 6 $ 37 , 0 6 6 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59,840 $ 59,840$ 59,840$ Bu s i n e s s , Pr o f e s s i o n a l , an d Oc c u p a t i o n a l Lic e n s e Ta x Ge n e r a t i o n Gr o s s An n u a l Ta x a b l e Re t a i l Sa l e s An c h o r Gr o c e r y ‐ $ ‐ $ ‐ $ ‐ $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21,060,000$ 21,060,000$ Re s t a u r a n t ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 2,4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2, 4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2,450,000$ 2,450,000$ Co n v e n i e n c e Re t a i l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 810,000 $ 810,000$ 810,000$ Ne i g h b o r h o o d Se r v i c e s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 5,6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5, 6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5,625,000$ 5,625,000$ Co r n e r Sto r e ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 1,8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1, 8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1,800,000$ 1,800,000$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31,745,000$ 31,745,000$ BP O L Ta x Ge n e r a t i o n An c h o r Gr o c e r y ‐ $ ‐ $ ‐ $ ‐ $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18,648 $ 18,648$ 18,648$ Re s t a u r a n t ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 3,7 6 0 $ 3,7 6 0 $ 3,7 6 0 $ 3, 7 6 0 $ 3,760 $ 3,760$ 3,760$ Co n v e n i e n c e Re t a i l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 2,4 4 8 $ 2,4 4 8 $ 2,4 4 8 $ 2, 4 4 8 $ 2,448 $ 2,448$ 2,448$ Ne i g h b o r h o o d Se r v i c e s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 6,3 0 0 $ 6,3 0 0 $ 6,3 0 0 $ 6, 3 0 0 $ 6,300 $ 6,300$ 6,300$ Co r n e r Sto r e ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 3,2 4 0 $ 3,2 4 0 $ 3,2 4 0 $ 3, 2 4 0 $ 3,240 $ 3,240$ 3,240$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ 18 , 6 4 8 $ 18 , 6 4 8 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27,196 $ 27,196$ 27,196$ 1/ Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x Ge n e r a t i o n Ta x Ra t e / Sq Ft 0 . 7 0 $ 2/ BP O L Ta x Ra t e As s u m p t i o n s : Ta x Ra t e pe r $ of Va l u e 10 0 $ Min M a x R a t e Gr o s s Re c e i p t s <$ 5 0 K ‐ $ 49 , 9 9 9 $ ‐ $ Gr o s s Re c e i p t s $5 0 K ‐ $1 4 9 K 5 0 , 0 0 0 $ 14 9 , 0 0 0 $ 0. 1 2 $ Gr o s s Re c e i p t s $1 5 0 K + 1 5 0 , 0 0 0 $ ‐ $ 0. 0 8 $ Ad d i t i o n a l Ta x fo r ab o v e $1 5 0 k ‐ $ ‐ $ 1,8 0 0 $ So u r c e : Is l e of Wig h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐9: Es t i m a t e d Bu s i n e s s Pe r s o n a l Pr o p e r t y an d BP O L Ta x Ge Re t a i l Sp a c e Bu i l d o u t (C u m u l a t i v e Sq Ft ) Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x Ge n e r a t i o n / 1 Bu s i n e s s , Pr o f e s s i o n a l , an d Oc c u p a t i o n a l Lic e n s e Ta x Ge n e r a t i o n Gr o s s An n u a l Ta x a b l e Re t a i l Sa l e s An c h o r Gro c e r y Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l BP O L Ta x Ge n e r a t i o n An c h o r Gro c e r y Re s t a u r a n t Co n v e n i e n c e Re t a i l Ne i g h b o r h o o d Se r v i c e s Co r n e r St o r e To t a l 1/ Bu s i n e s s Pe r s o n a l Pr o p e r t y Ta x Ge n e r a t i o n Ta x Ra t e / Sq Ft 2/ BP O L Ta x Ra t e As s u m p t i o n s : Ta x Ra t e pe r $ of Va l u e Gr o s s Re c e i p t s <$ 5 0 K Gr o s s Re c e i p t s $5 0 K ‐ $1 4 9 K Gr o s s Re c e i p t s $1 5 0 K + Ad d i t i o n a l Ta x fo r ab o v e $1 5 0 k So u r c e : Is l e of Wi g h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . 20 2 5 2 0 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 Ye a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 85 , 0 0 0 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 59 , 8 4 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 21 , 0 6 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2, 4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2, 4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 2,4 5 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 81 0 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5, 6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5, 6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 5,6 2 5 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1, 8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1, 8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 1,8 0 0 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 31 , 7 4 5 , 0 0 0 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 18 , 6 4 8 $ 3, 7 6 0 $ 3,7 6 0 $ 3,7 6 0 $ 3, 7 6 0 $ 3,7 6 0 $ 3,7 6 0 $ 3,7 6 0 $ 3,7 6 0 $ 2, 4 4 8 $ 2,4 4 8 $ 2,4 4 8 $ 2, 4 4 8 $ 2,4 4 8 $ 2,4 4 8 $ 2,4 4 8 $ 2,4 4 8 $ 6, 3 0 0 $ 6,3 0 0 $ 6,3 0 0 $ 6, 3 0 0 $ 6,3 0 0 $ 6,3 0 0 $ 6,3 0 0 $ 6,3 0 0 $ 3, 2 4 0 $ 3,2 4 0 $ 3,2 4 0 $ 3, 2 4 0 $ 3,2 4 0 $ 3,2 4 0 $ 3,2 4 0 $ 3,2 4 0 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ 27 , 1 9 6 $ Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐10: Estimated Project‐Based Population and Employment 20132014 2015201620172018201920202021202220232024 2025 Residential DevelopmentYear 0Year 1Year 2Year 3Year 4Year 5Year 6Year 7Year 8Year 9Year 10Year 11Year 12 Single Family Townhomes0000326565656565656565 Multi‐Family Condominiums0 0000034343434343434 Multi‐Family Apartments ‐ 54 108 162 162 162 162 162 162 162 162 162 162 Cumulative Population Population Generation Factor/ Unit Single Family Townhomes 2.56LAG YR ‐ ‐ ‐ ‐ 82 166 166 166 166 166 166 166 Multi‐Family Condominiums 1.92LAG YR ‐ ‐ ‐ ‐ ‐ ‐ 65 65 65 65 65 65 Multi‐Family Apartments 1.66LAG YR ‐ 90 180 270 270 270 270 270 270 270 270 270 Total501 ‐ 90 180 270 351 436 501 501 501 501 501 501 Cumulative School Children Students/ Unit Single Family Townhomes 0.38LAG YR ‐ ‐ ‐ ‐ 12 25 25 25 25 25 25 25 Multi‐Family Condominiums 0.28LAG YR ‐ ‐ ‐ ‐ ‐ ‐ 10 10 10 10 10 10 Multi‐Family Apartments 0.28LAG YR ‐ 15 30 46 46 46 46 46 46 46 46 46 Total80 ‐ 15 30 46 58 70 80 80 80 80 80 80 PROJECT‐BASED EMPLOYMENT Commercial Development (Sq Ft)‐ ‐ ‐ ‐ 52,650 52,650 85,000 85,000 85,000 85,000 85,000 85,000 85,000 SF/ Employee Commercial Employment 600LAG YR ‐ ‐ ‐ ‐ 88 88 142 142 142 142 142 142 Multifamily Residential Units LAG YR ‐ 54 108 162 162 162 162 162 162 162 162 162 Employees/ Unit Residential Employment 0.025LAG YR0 1 3 4 4 4 4 4 4 4 4 4 Total Project‐Based Employment146 ‐ 1 3 4 92 92 146 146 146 146 146 146 Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐10: Estimated Project‐Based Population and Residential Development Single Family Townhomes Multi‐Family Condominiums Multi‐Family Apartments Cumulative Population Population Generation Factor/ Unit Single Family Townhomes 2.56 Multi‐Family Condominiums 1.92 Multi‐Family Apartments 1.66 Total501 Cumulative School Children Students/ Unit Single Family Townhomes 0.38 Multi‐Family Condominiums 0.28 Multi‐Family Apartments 0.28 Total80 PROJECT‐BASED EMPLOYMENT Commercial Development (Sq Ft) SF/ Employee Commercial Employment 600 Multifamily Residential Units Employees/ Unit Residential Employment 0.025 Total Project‐Based Employment146 Source: Isle of Wight County; Kimley‐Horn; UCE, 201 20262027202820292030203120322033 Year 13Year 14 Year 15Year 16Year 17Year 18Year 19Year 20 6565656565656565 3434343434343434 162 162 162 162162162162162 166 166 166 166 166 166 166 166 65 65 65 65 65 65 65 65 270 270 270 270 270 270 270 270 501 501 501 501 501 501 501 501 25 25 25 25 25 25 25 25 10 10 10 10 10 10 10 10 46 46 46 46 46 46 46 46 80 80 80 80 80 80 80 80 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000 142 142 142 142 142 142 142 142 162 162 162 162 162 162 162 162 4 4 4 4 4 4 4 4 146 146 146 146 146 146 146 146 Brewer's Station Development Project Fiscal and Economic Impact Analysis Operating Revenues by Source (Excluding Capital Costs) Percent of Total Local (Isle of Wight County) Costs26,017,717$ 44% Federal & State Costs32,994,622$ 56% Total Federal, State & Local Costs 59,012,339$ 100% Isle of Wight County Public Schools Operating Costs % Impacted by New Residents Instructional Services 42,154,253$ 100%42,154,253$ Admin., Attendance & Health 2,387,329$ 100%2,387,329$ Pupil Transportation 3,037,017$ 100%3,037,017$ Operations & Maintenance 4,197,628$ 100%4,197,628$ Technology 1,350,570$ 100%1,350,570$ Child Nutrition Services 2,254,438$ 100%2,254,438$ Debt Services 3,631,104$ 0%‐$ Total Operating Budget 59,012,339$ 55,381,235$ Total Student Enrollment6,063 Including Debt Srvc Excluding Debt Service Total Cost per Pupil (Inc. Debt Svc)9,733$ 9,134$ Percent Funded by Local (Isle of Wight County) Sources 44% Local Cost per Pupil 4,027$ Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. Table A‐11: Isle of Wight County Public Schools Operating Cost per Pupil ‐ Excluding Debt Service 1/ Excluding Debt Service. Total expenditure per pupil including debt service is $4800 per IOW County Public Schools, 2013. Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐12: Estimated Per Capita Public Service Costs Proportion of Residential & Non‐Residential Populations Public Service Cost Allocation Summary ‐‐ Marginal Cost Methodology Function Potential Commercial / Residential Impact Description FY 2013 Adopted BudgetFixedVariablePer Capita General Government C/R Salaries & Wages 2,457,499 not affected C/R Employee Benefits 1,096,028 not affected C/R Professional/Contracted Services 683,830 683,830 15.04$ C/R Purchased Services 772,654 772,654 17.00$ C/R Materials / Supplies 62,815 62,815 1.38$ C/R Equipment / Vehicles 86,197 86,197 1.90$ C/R Other - ‐ ‐$ 5,159,023 ‐ 1,605,496 35.32$ Judicial Administration C/R Salaries & Wages 701,895 701,895 not affected C/R Employee Benefits 264,050 264,050 not affected C/R Professional/Contracted Services 179,400 179,400 3.95$ C/R Purchased Services 33,781 33,781 0.74$ C/R Materials / Supplies 12,695 12,695 0.28$ C/R Equipment / Vehicles 1,050 1,050 0.02$ 1,192,871 965,945 226,926 4.99$ # Public Safety C/R Salaries & Wages 4,306,030 4,306,030 C/R Employee Benefits 1,550,216 1,550,216 C/R Professional/Contracted Services 121,550 121,550 2.67$ C/R Purchased Services 1,955,060 1,955,060 43.01$ C/R Materials / Supplies 322,000 322,000 7.08$ C/R Equipment / Vehicles 39,000 39,000 0.86$ 8,293,856 5,856,246 2,437,610 53.63$ General Services C/R Salaries & Wages 1,469,200 1,469,200 not affected C/R Employee Benefits 504,598 504,598 not affected C/R Professional/Contracted Services 2,680,772 2,680,772 58.98$ C/R Purchased Services 1,077,111 1,077,111 23.70$ C/R Materials / Supplies 229,150 229,150 5.04$ C/R Equipment / Vehicles 28,500 28,500 0.63$ C/ROther (Regional Stormwater Mngt)‐ ‐ ‐$ 5,989,331 1,973,798 4,015,533 88.34$ Health & Welfare R Salaries & Wages 18,399 18,399 not affected R Employee Benefits 4,840 4,840 not affected R Professional/Contracted Services 35,739 35,739 1.00$ R Purchased Services 783 783 0.02$ R Materials / Supplies 186 186 0.01$ RDonations to Other Organizations820,214 820,214 not affected N/A Social Services ‐State/Federal ‐ not affected N/A Comprehensive Services Act ‐ Local ‐ not affected N/A Comprehensive Services Act ‐ State ‐ not affected N/A Section 8 ‐ Local ‐ not affected N/A Section 8 ‐ State ‐ not affected 880,161 23,239 856,922 1.03$ Continued on Following Page Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. calculated separately Continued Function Potential Commercial / Residential Impact Description FY 2009 Adopted Budget Fixed Variable Per Capita Education R State/Federal/Other 31,318,894 R Local 27,693,445 R Capital ‐ 59,012,339 Parks, Recreation & Cultural R Salaries & Wages 974,851 974,851 not affected R Employee Benefits 414,092 414,092 not affected R Professional/Contracted Services 38,790 38,790 1.09$ R Purchased Services 102,028 102,028 2.86$ R Materials / Supplies 239,590 239,590 6.71$ R Equipment / Vehicles 26,000 26,000 0.73$ R Other (Donations to external orgs) 646,888 646,888 18.11$ 2,442,239 1,388,943 1,053,296 29.48$ Community Development C/R Salaries & Wages 1,060,664 1,060,664 C/R Employee Benefits 388,787 388,787 C/R Professional/Contracted Services 111,318 111,318 11.44$ C/R Purchased Services 154,060 154,060 15.84$ C/R Materials / Supplies 32,920 32,920 3.38$ C/R Equipment / Vehicles 1,200 1,200 0.12$ C/ROther32,620 32,620 3.35$ 1,781,569 1,449,451 332,118 34.14$ Other Financing Uses C/R Non‐Departmental Compensation 30,000 C/R Non‐Departmental Benefits 185,827 C/R Annexation Agreement 238,835 C/R Materials / Supplies 4,000 C/RNon‐Departmental Other63,300 C/R Capital Projects C/R Debt Service 2,569,427 C/R Reserves 154,389 C/R Transfer to Other Funds6,463,458 9,709,236 Total Expenditures 94,460,625 Per Capita Public Service Costs for Residents 353 Per Capita Public Service Costs for Commercial Uses 216 1/ Population and Employment Assumptions Residents 35,726 79% Non‐Agricultural Employees (2013 ESRI Est.)9,728 21% Total 45,454 100% Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. Calculated Separately in Direct Annual Public School Costs and Proffers calculated separately Calculated Separately in Development Impact Fees and Proffers Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐13 : Es t i m a t e d An n u a l On g o i n g Ge n e r a l Fu n d Pu b l i c Se r v i c e Co s t s 20 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 2 0 2 5 Ye a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9 Y e a r 10Year 11Year 12 Cu m u l a t i v e Re s i d e n t i a l Po p u l a t i o n (P e r s o n s ) Co s t Pe r Ca p i t a ‐ ‐ ‐ 90 18 0 27 0 35 1 43 6 50 1 50 1 501 501 501 Re s i d e n t i a l Pu b l i c Se r v i c e Co s t s 35 3 $ ‐ $ ‐ $ ‐ $ 31 , 6 9 5 $ 63 , 3 8 9 $ 95 , 0 8 4 $ 12 3 , 9 7 9 $ 15 3 , 7 7 8 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 176,804$ 176,804$ Co s t Pe r Pu p i l ‐ ‐ ‐ 15 30 46 58 70 80 80 80 80 80 Pu b l i c Sc h o o l Ed u c a t i o n Co s t s /2 4, 0 2 7 $ ‐ $ ‐ $ ‐ $ 61 , 3 2 5 $ 12 2 , 6 4 9 $ 18 3 , 9 7 4 $ 23 2 , 8 1 5 $ 28 3 , 1 8 2 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 321,794$ 321,794$ Cu m u l a t i v e Co m m e r c i a l Po p u l a t i o n (F T E s ) Co s t Pe r Ca p i t a ‐ ‐ 2. 0 3. 0 5. 0 92 . 0 92 . 0 14 6 . 0 14 6 . 0 14 6 . 0 146.0 146.0 146.0 Co m m e r c i a l Pu b l i c Se r v i c e Co s t s 21 6 $ ‐ $ ‐ $ 43 3 $ 64 9 $ 1, 0 8 2 $ 19 , 9 1 1 $ 19 , 9 1 1 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31,598 $ 31,598$ 31,598$ To t a l Va r i a b l e Pu b l i c Se r v i c e Co s t s ‐ $ ‐ $ 43 3 $ 93 , 6 6 9 $ 18 7 , 1 2 1 $ 29 8 , 9 6 9 $ 37 6 , 7 0 6 $ 46 8 , 5 5 8 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 530,196$ 530,196$ 1/ Pu b l i c sc h o o l ed u c a t i o n co s t s re f l e c t op e r a t i n g co s t s on l y (e x c l u d e s de b t se r v i c e ) pe r IO W Co u n t y Pu b l i c Sc h o o l An n u a l Op e r a t i n g Bu d g e t 20 1 3 . Ca p i t a l co s t s an d ot h e r debt service ependitures are accoun So u r c e : Is l e of Wig h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐13 : Es t i m a t e d An n u a l On g o i n g Ge n e r a l Fu n Cu m u l a t i v e Re s i d e n t i a l Po p u l a t i o n (P e r s o n s ) Co s t Pe r Ca p i t a Re s i d e n t i a l Pu b l i c Se r v i c e Co s t s 35 3 $ Co s t Pe r Pu p i l Pu b l i c Sc h o o l Ed u c a t i o n Co s t s /2 4, 0 2 7 $ Cu m u l a t i v e Co m m e r c i a l Po p u l a t i o n (F T E s ) Co s t Pe r Ca p i t a Co m m e r c i a l Pu b l i c Se r v i c e Co s t s 21 6 $ To t a l Va r i a b l e Pu b l i c Se r v i c e Co s t s 1/ Pu b l i c sc h o o l ed u c a t i o n co s t s re f l e c t op e r a t i n g co So u r c e : Is l e of Wig h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 20 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 2 0 3 3 Ye a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 50 1 50 1 50 1 50 1 50 1 50 1 50 1 50 1 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 17 6 , 8 0 4 $ 80 80 80 80 80 80 80 80 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 32 1 , 7 9 4 $ 14 6 . 0 14 6 . 0 14 6 . 0 14 6 . 0 14 6 . 0 14 6 . 0 14 6 . 0 14 6 . 0 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 31 , 5 9 8 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ 53 0 , 1 9 6 $ nte d fo r in th e de v e l o p e r ' s ca s h pr o f f e r pa y m e n t Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐14: Estimated Incremental Fixed (Staffing) Costs DescriptionPublic Safety Officer Estimated Annual Salaries and Wages per FTE /1,245,692$ Fringe Benefits /315,307$ Total Annual Cost /FTE /160,999$ 1/ Based on salaries and wages reported per FY 2013 Budget, unless specified. 2/ Public Safety Officer : Leutenant 3/ Estimated as 33.5 percent of basic salary. Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐15 : Es t i m a t e d An n u a l On g o i n g Ge n e r a l Fu n d Pu b l i c Se r v i c e Co s t s ‐ Fi x e d (S a l a r i e s & Wa g e s ) 20 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 2 0 2 5 2 0 2 6 Ye a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8 Y e a r 9 Y e a r 10 Y e a r 11Year 12Year 13 Re s i d e n t i a l Po p u l a t i o n ‐ ‐ 90 18 0 27 0 35 1 43 6 50 1 50 1 50 1 50 1 501 501 501 Co m m e r c i a l (E m p l o y e e ) Po p u l a t i o n ‐ ‐ 1 3 4 92 92 14 6 14 6 14 6 14 6 146 146 146 ‐ ‐ 91 18 2 27 4 44 3 52 8 64 7 64 7 64 7 64 7 647 647 647 Pr o p o s e d St a f f i n g Pu b l i c Sa f e t y Of f i c e r /1 ‐ ‐ ‐ ‐ ‐ ‐ ‐ 1. 0 0 1. 0 0 1. 0 0 1. 0 0 1.00 1.00 1.00 Es t i m a t e d An n u a l Fi x e d (S t a f f i n g ) Co s t Co s t pe r FT E Pu b l i c Sa f e t y Of f i c e r /1 6 0 , 9 9 9 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60,999$ 60,999$ 60,999$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60,999 $ 60,999$ 60,999$ 1/ NF P A as s u m e s 1‐3 FT E of f i c e r s / 1 , 0 0 0 re s i d e n t s . So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Co m m e r c i a l an d Re s i d e n t i a l De v e l o p m e n t Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐15 : Es t i m a t e d An n u a l On g o i n g Ge n e r a l Fu n d Pu b Re s i d e n t i a l Po p u l a t i o n Co m m e r c i a l (E m p l o y e e ) Po p u l a t i o n Pr o p o s e d St a f f i n g Pu b l i c Sa f e t y Of f i c e r /1 Es t i m a t e d An n u a l Fi x e d (S t a f f i n g ) Co s t Co s t pe r FT E Pu b l i c Sa f e t y Of f i c e r /1 6 0 , 9 9 9 $ To t a l 1/ NF P A as s u m e s 1‐3 FT E of f i c e r s / 1 , 0 0 0 re s i d e n t s . So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Co m m e r c i a l an d Re s i d e n t i a l De v e l o p m e n t 20 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 2 0 3 3 Ye a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 50 1 50 1 50 1 50 1 50 1 50 1 50 1 14 6 14 6 14 6 14 6 14 6 14 6 14 6 64 7 64 7 64 7 64 7 64 7 64 7 64 7 1. 0 0 1. 0 0 1. 0 0 1. 0 0 1. 0 0 1. 0 0 1. 0 0 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ 60 , 9 9 9 $ Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐16 : Es t i m a t e d Ve r t i c a l De v e l o p m e n t Co s t s 20 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 2 0 2 4 Cu m u l a t i v e Y e a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6 Y e a r 7 Y e a r 8Year 9Year 10Year 11 Si n g l e Fa m i l y To w n h o m e s ‐ $ ‐ $ ‐ $ ‐ $ 5, 2 8 0 , 0 0 0 $ 5, 4 4 5 , 0 0 0 $ ‐ $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Mu l t i ‐Fa m i l y Co n d o m i n i u m s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 4,3 0 1 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Mu l t i ‐Fa m i l y Ap a r t m e n t s ‐ $ 6, 1 1 5 , 3 9 7 $ 6, 1 1 5 , 3 9 7 $ 6,1 1 5 , 3 9 7 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐$ ‐$ ‐$ To t a l 3 3 , 3 7 2 , 1 9 0 ‐ $ 6, 1 1 5 , 3 9 7 $ 6, 1 1 5 , 3 9 7 $ 6, 1 1 5 , 3 9 7 $ 5, 2 8 0 , 0 0 0 $ 5, 4 4 5 , 0 0 0 $ 4, 3 0 1 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ An n u a l Sp a c e Bu i l d o u t Ne i g h b o r h o o d Se r v i c e s ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Co n v e n i e n c e Re t a i l ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 54 0 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ An c h o r Gr o c e r y ‐ $ ‐ $ ‐ $ ‐ $ 10 , 5 3 0 , 0 0 0 $ ‐ $ ‐ $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Re s t a u r a n t ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 1,2 2 5 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Co r n e r St o r e ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ 1,2 0 0 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ To t a l ‐ $ ‐ $ ‐ $ ‐ $ 10 , 5 3 0 , 0 0 0 $ ‐ $ 2,9 6 5 , 0 0 0 $ ‐ $ ‐ $ ‐$ ‐$ ‐$ Su b t o t a l De v e l o p m e n t Co s t s 4 6 , 8 6 7 , 1 9 0 ‐ 6, 1 1 5 , 3 9 7 6, 1 1 5 , 3 9 7 6, 1 1 5 , 3 9 7 15 , 8 1 0 , 0 0 0 5, 4 4 5 , 0 0 0 7, 2 6 6 , 0 0 0 ‐ ‐ ‐ ‐ ‐ De s i g n & Co n t i n g e n c i e s (@ 20 % of Ha r d Co s t s ) 9 , 3 7 3 , 4 3 8 ‐ 1, 2 2 3 , 0 7 9 1, 2 2 3 , 0 7 9 1,2 2 3 , 0 7 9 3, 1 6 2 , 0 0 0 1, 0 8 9 , 0 0 0 1,4 5 3 , 2 0 0 ‐ ‐ ‐ ‐ ‐ To t a l Co n s t r u c t i o n In v e s t m e n t 5 6 , 2 4 0 , 6 2 8 ‐ 7, 3 3 8 , 4 7 6 7, 3 3 8 , 4 7 6 7, 3 3 8 , 4 7 6 18 , 9 7 2 , 0 0 0 6, 5 3 4 , 0 0 0 8, 7 1 9 , 2 0 0 ‐ ‐ ‐ ‐ ‐ Ro a d Im p r o v e m e n t s & Ot h e r In f r a s t r u c t u r e $3 , 2 0 0 , 0 0 0 To t a l Co n s t r u c t i o n In v e s t m e n t 5 9 , 4 4 0 , 6 2 8 So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐16 : Es t i m a t e d Ve r t i c a l De v e l o p m e n t Co s t s Cu m u l a t i v e Si n g l e Fa m i l y To w n h o m e s Mu l t i ‐Fa m i l y Co n d o m i n i u m s Mu l t i ‐Fa m i l y Ap a r t m e n t s To t a l 3 3 , 3 7 2 , 1 9 0 An n u a l Sp a c e Bu i l d o u t Ne i g h b o r h o o d Se r v i c e s Co n v e n i e n c e Re t a i l An c h o r Gr o c e r y Re s t a u r a n t Co r n e r St o r e To t a l Su b t o t a l De v e l o p m e n t Co s t s 4 6 , 8 6 7 , 1 9 0 De s i g n & Co n t i n g e n c i e s (@ 20 % of Ha r d Co s t s ) 9 , 3 7 3 , 4 3 8 To t a l Co n s t r u c t i o n In v e s t m e n t 5 6 , 2 4 0 , 6 2 8 Ro a d Im p r o v e m e n t s & Ot h e r In f r a s t r u c t u r e $3 , 2 0 0 , 0 0 0 To t a l Co n s t r u c t i o n In v e s t m e n t 5 9 , 4 4 0 , 6 2 8 So u r c e : Is l e of Wi g h t Co u n t y ; Ki m l e y ‐Ho r n ; UC E , 20 1 3 . 20 2 5 2 0 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 2 0 3 3 Ye a r 12 Y e a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐17 : Es t i m a t e d On e ‐Tim e Co n s t r u c t i o n Jo b Cr e a t i o n Be n e f i t s 20 1 3 2 0 1 4 2 0 1 5 2 0 1 6 2 0 1 7 2 0 1 8 2 0 1 9 2 0 2 0 2 0 2 1 2 0 2 2 2 0 2 3 Cu m u l a t i v e Y e a r 0 Y e a r 1 Y e a r 2 Y e a r 3 Y e a r 4 Y e a r 5 Y e a r 6Year 7Year 8Year 9Year 10 Co n s t r u c t i o n In v e s t m e n t (H a r d Co s t s ) 4 6 , 8 6 7 , 1 9 0 $ ‐ $ 6,1 1 5 , 3 9 7 $ 6, 1 1 5 , 3 9 7 $ 6, 1 1 5 , 3 9 7 $ 15 , 8 1 0 , 0 0 0 $ 5,4 4 5 , 0 0 0 $ 7, 2 6 6 , 0 0 0 $ ‐ $ ‐$ ‐$ ‐$ Co n s t r u c t i o n Ma t e r i a l s /1 2 8 , 1 2 0 , 3 1 4 $ ‐ $ 3, 6 6 9 , 2 3 8 $ 3, 6 6 9 , 2 3 8 $ 3, 6 6 9 , 2 3 8 $ 9, 4 8 6 , 0 0 0 $ 3, 2 6 7 , 0 0 0 $ 4, 3 5 9 , 6 0 0 $ ‐ $ ‐$ ‐$ ‐$ Co n s t r u c t i o n Wa g e s /2 1 8 , 7 4 6 , 8 7 6 $ ‐ $ 2,4 4 6 , 1 5 9 $ 2, 4 4 6 , 1 5 9 $ 2, 4 4 6 , 1 5 9 $ 6, 3 2 4 , 0 0 0 $ 2,1 7 8 , 0 0 0 $ 2, 9 0 6 , 4 0 0 $ ‐ $ ‐$ ‐$ ‐$ To t a l Co n s t r u c t i o n Wa g e s 1 8 , 7 4 6 , 8 7 6 $ Di v i d e d by Av e r a g e An n u a l Co n s t r u c t i o n Wa g e /3 45 , 0 0 0 $ Pe r s o n Ye a r s of Co n s t r u c t i o n Em p l o y m e n t = 41 7 Di v i d e d by Co n s t r u c t i o n Ye a r s /4 6 Es t i m a t e d Av e r a g e An n u a l FT E Co n s t r u c t i o n Jo b s /3 69 1/ Co n s t r u c t i o n ma t e r i a l s as % of ha r d co n s t r u c t i o n co s t s = 60 % 2/ Co n s t r u c t i o n wa g e s as % of ha r d co n s t r u c t i o n co s t s = 40 % 4/ As s u m e d co n s t r u c t i o n ti m e f r a m e su b j e c t to ch a n g e . 3/ Av e r a g e co n s t r u c t i o n wa g e ba s e d on Vi r g i n i a Em p l o y m e n t Co m m i s s i o n da t a , So u r c e : RS Me a n s Co n s t r u c t i o n Co s t Es t i m a t o r s ; VA De p a r t m e n t of Ta x a t i o n ; Ki m l e y ‐Ho r n ; Ur b a n Co m m u n i t y Ec o n o m i c s , 20 1 3 . Brewer's Station Development Project Fiscal and Economic Impact Analysis Table A‐19: Estimated Cash Proffer Cash Proffer Schedule/1 Public School Parks & RecreationLibrarySherriff Fire/Rescue /EMS General GovernmentTotal Proffer Residential (Per Housing Unit) Single Family9,337$ 1,171$ 285$ 357$ 1,248$ 960$ 13,358$ Multifamily7,395$ 782$ 190$ 238$ 833$ 641$ 10,079$ Residential Proffers UnitsTotal Proffer Payment Single Family 65868,270$ Multifamily 1961,975,484$ Subtotal 261 2,843,754$ Non‐Residential/2,3 Retail/Shopping Centern/a0n/a ‐$ ‐$ ‐$ ‐$ Commercial Proffers Square Feet Proffer Estimate /1 Anchor Grocery 52,650 ‐ Restaurant 4,900 ‐ Convenience Retail 2,700 ‐ Neighborhood Services 18,750 ‐ Corner Store 6,000 ‐ Subtotal 85,000 ‐ Total Potential Proffer Amount 2,843,754$ 2/ Based on unit of measure equal to:1,000 square feet of non‐residential space 3/ Commercial cash proffers excluded from rezoning application. Source: Isle of Wight County; Kimley‐Horn; UCE, 2013. 1/ Estimates are based on values established in the Isle of Wight County Cash Proffer Study prepared by TischlerBise, May 2012. 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Br e w e r ' s St a t i o n De v e l o p m e n t Pr o j e c t Fi s c a l an d Ec o n o m i c Im p a c t An a l y s i s Ta b l e A‐20 : Ot h e r Fi s c a l Be n e f i t s ‐ Pr o p o s e d De v e l o p e r Co n t r i b u t i o n s Cu m u l a t i v e Pu b l i c In f r a s t r u c t u r e In v e s t m e n t s Ro a d w a y Im p r o v e m e n t s $ 1 , 5 0 0 , 0 0 0 Ut i l i t y Up g r a d e s $ 1 , 7 0 0 , 0 0 0 To t a l De v e l o p e r Co n t r i b u t i o n $ 3 , 2 0 0 , 0 0 0 De v e l o p e r ' s Ca s h Pr o f f e r Pa y m e n t s Re s i d e n t i a l Bu i l d o u t Si n g l e Fa m i l y Un i t s ‐ Mu l t i f a m i l y un i t s ‐ Cu m u l a t i v e Un i t s Pu b l i c In f r a s t r u c t u r e In v e s t m e n t s Pr o f f e r / U n i t Si n g l e Fa m i l y Un i t s $ 1 3 , 3 5 8 Mu l t i f a m i l y un i t s $ 1 0 , 0 7 9 To t a l Pr o f f e r Va l u e $ 2 , 8 4 3 , 7 5 4 Co m m e r c i a l Bu i l d o u t Cu m u l a t i v e Sq u a r e Fe e t Pr o f f e r / S q F t Co m m e r c i a l Pr o f f e r Va l u e ‐ $ To t a l Re s i d e n t i a l + Co m m e r c i a l Pr o f f e r Va l u e 2 , 8 4 3 , 7 5 4 $ To t a l In f r a s t r u c t u r e Im p r o v e m e n t s + Ca s h Pr o f f e r s $6 , 0 4 3 , 7 5 4 So u r c e : Is l e of Wig h t Co u n t y ; Kim l e y ‐Ho r n ; UC E , 20 1 3 . 1/ Ot h e r De v e l o p e r Co n t r i b u t i o n s ar e co m p r i s e d wa t e r an d se w e r co n n e c t i o n / t a p fe e s an d co m m e r c i a l bu i l d i n g pe r m i t fe e s . 20 2 6 2 0 2 7 2 0 2 8 2 0 2 9 2 0 3 0 2 0 3 1 2 0 3 2 2 0 3 3 Ye a r 13 Y e a r 14 Y e a r 15 Y e a r 16 Y e a r 17 Y e a r 18 Y e a r 19 Y e a r 20 ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ $0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 26 1 26 1 26 1 26 1 26 1 26 1 26 1 26 1 ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ Master Sewer Plan for Brewer’s Station Isle of Wight, Virginia November 1, 2013 Prepared for: Francis P Norsworthy, Jr. 221 McLaws Circle Williamsburg, Virginia 23185 KHA Project No. 116105004 © Kimley-Horn and Associates, Inc. November 2013 Overview: A mixed use development is currently being planned (See Appendix C for overall layout) along Highway 258 (Brewers Neck Boulevard) in Isle of Wight County, Virginia, west of Highway 17 and east of Highways 10/32. The project is located approximately 7,000 feet east of the intersection of Brewers Neck Boulevard/Hwy 258 and Hwys 10/32. The intent of this report is to show what sanitary sewer system infrastructure improvements are required to support the development and to satisfy the county’s requirements for master planning during the rezoning process. This report is not intended to be the final design of the sanitary sewer system. Detailed design plans and calculations will be prepared and submitted to Isle of Wight County for review and approval during the site plan review process. Existing System: There is an existing 30” HRSD force main along the south side of Brewers Neck Boulevard; however, there is no existing public gravity sewer along the site frontage. Proposed Development: The proposed Brewer’s Station Development is comprised of four land bay areas: Land Bay I consists of approximately 65 single family residences and a clubhouse. Land Bay II consists of approximately 162 residential units (flats) and a community building. Land Bay III consists of approximately 72,000 SF of commercial retail building area, a restaurant, and a corner store (85,000 sf total). Land Bay IV consists of approximately 34 residential townhomes and open space Calculations were made for the projected sewer flows for these uses and are based on the most recent version of the Hampton Roads Regional Sewage Flow Projection Data. Analysis Discussion and Conclusions: The proposed site will require the installation of a public gravity sewer system to serve the individual Land Bays and will require a new pump station to convey the wastewater flows to the existing HRSD force main in the Brewers Neck Boulevard right-of-way. A public sanitary sewer main is proposed on the south side of Brewers Neck Boulevard and will collect wastewater flows from on-site Land Bays I, II, III and IV and will convey the flows to the proposed pump station. The proposed pump station is located along Brewer’s Neck Boulevard near Land Bay I. The pump station will be designed in accordance with Isle of Wight County design standards and will be submitted for review during the site plan review for the first phase of development. A project initiation letter to HRSD has been submitted, requesting a pressure head letter. The response has been included with this submittal. It is understood that HRSD is currently working with localities to collect data and update their regional flow models. Consequently, it is understood that additional coordination with HRSD and Isle of Wight will be required prior to the detailed design of the pump station. Appendix A – HRSD Letter August 25, 2011 Ms. Katrina Mader, EIT Kimley-Horn and Associates, Inc. 501 Independence Parkway, Suite 300 Chesapeake, VA 23320 Re: Pressure Letter – Norsworthy Property HRSD File No. 1058 Model Node: 123215 Line (station): SF-245 Valve Guide: NA6061A Map Grid: 33 / A-01 Dear Ms. Mader: Per you request dated 08/08/2011, the HRSD Hydraulic Model indicates that typical Interceptor Pressures at the above referenced location are as follows: Planned Development Layer is OFF Elevation at Connection: 15 ft Treatment Plant Elevation: 28 ft (Nansemond) Static Head at Connection: 13 ft Daytime Pressure Head (PF=1.5) 41 ft (EGL = 56 ft) Daytime Peak Pressure Head (PF=2.4) 64 ft (EGL = 79 ft) Planned Development Layer is ON Elevation at Connection: 15 ft Treatment Plant Elevation: 28 ft (Nansemond) Static Head at Connection: 13 ft Daytime Pressure Head (PF=1.5) 61 ft (EGL = 76 ft) Daytime Peak Pressure Head (PF=2.4) 108 ft (EGL = 122 ft) Maximum HRSD EGL at connection point 93 ft (HRSD IFM Policy) Above pressures were determined using the policies contained in the HRSD 2000 Development Plan and the 2006 water consumption data. Based on this analysis, please consider the following during the pump station design: 1. Under this modeling scenario with planned development layer ON, it is feasible that the pumps at this proposed pump station facility may see system pressures at the connection point exceeding HRSD’s interceptor force main policy (65 ft, EGL=93 ft) during peak daily flows (2.4 times average water consumption). 2. Based on the above, please ensure your pump selection addresses current and future system head conditions with potential policy exceedences. Ms. Katrina Mader, EIT Page 2 August 25, 2011 Design should: a) Be coordinated with local jurisdiction concerning the site selection, force main size, connection location and configuration. b) Be submitted to Virginia Department of Environmental Quality (DEQ) for review and approval. c) Provide for accommodation of the HRSD maximum anticipated energy grade line. d) Eliminate air entrapment in the pump station and prevent its introduction in to the HRSD Interceptor System. Please visit HRSD’s official web site to view pertinent video. If you have any questions regarding this pressure analysis, please contact me at (757)355-5020 or cwells@hrsd.com. Sincerely, Coleen H. Wells, P.E. South Shore Interceptor Engineer Appendix B – Flow Data Calculations Di s c h a r g e F a c i l i t y T y p e Di s c h a r g e F a c i l i t y Ch a r a c t e r i z a t i o n La n d Ba y Co n t r i b u t i n g D e s i g n Un i t s Fl o w gp d / U n i t Fl o w Du r a t i o n ho u r s Pe a k F a c t o r Existing or ProposedContributing Design QuantityTotal Daily Flow (gal)Average Daily Flow (gpm)Peak Flow (gpm) Dw e l l i n g s R e s i d e n t i a l L B 1 P e r R e s i d e n t i a l U n i t 3 1 0 2 4 2 . 5 P r o p o s e d 6 5 2 0 1 5 0 1 4 3 5 Of f i c e B u i l d i n g C o m m e r i c a l / I n d u s t r i a l L B 1 P e r G r o s s S F 0 . 1 1 2 3 P r o p o s e d 3 1 0 0 3 1 0 0 1 Dw e l l i n g s R e s i d e n t i a l L B 2 P e r R e s i d e n t i a l U n i t 3 1 0 2 4 2 . 5 P r o p o s e d 1 6 2 5 0 2 2 0 3 5 8 7 Co n v e n i e n t S t o r e C o m m e r i c a l / I n d u s t r i a l L B 2 P e r G r o s s S F 0 . 3 2 4 3 P r o p o s e d 5 6 5 0 1 6 9 5 1 4 Of f i c e B u i l d i n g ' (I O W C o u n t y P u b l i c L i b r a r y ) Co m m e r i c a l / I n d u s t r i a l L B 2 P e r G r o s s S F 0 . 1 1 2 3 E x i s t i n g 6 2 5 0 6 2 5 0 3 Sc h o o l s (C a r r o l l t o n E l e m e n t a r y S c h o o l ) Co m m e r i c a l / I n d u s t r i a l L B 2 P e r P e r s o n 1 0 8 3 E x i s t i n g 5 4 5 5 4 5 0 4 3 4 Sh o p p i n g C e n t e r s C o m m e r i c a l / I n d u s t r i a l L B 3 P e r G r o s s S F 0 . 2 1 2 3 P r o p o s e d 7 4 1 0 0 1 4 8 2 0 1 0 6 2 Re s t a u r a n t s ( i n c l u d i n g f a s t f o o d ) C o m m e r i c a l / I n d u s t r i a l L B 3 P e r S e a t 3 0 1 6 3 P r o p o s e d 1 1 0 3 3 0 0 2 1 0 Co n v e n i e n t S t o r e C o m m e r i c a l / I n d u s t r i a l L B 3 P e r G r o s s S F 0 . 3 2 4 3 P r o p o s e d 6 0 0 0 1 8 0 0 1 4 Tr a i l e r c o u r t s , A p a r t m e n t s , C o n d o s , To w n h o m e s , & T i m e S h a r e s Re s i d e n t i a l L B 4 P e r U n i t 3 1 0 2 4 2 . 5 P r o p o s e d 3 4 1 0 5 4 0 7 1 8 Total Daily Flow (gal)Total Average Daily Flow (gpm)Total Peak Flow (gpm)108,91076258 Br e w e r ' s S t a t i o n D e v e l o p m e n t Ma y 1 0 , 2 0 1 3 PR O J E C T S E R V I C E A R E A W A S T E W A T E R F L O W P R O J E C T I O N Fl o w pr o j e c t i o n c a l c u l a t i o n s ar e ba s e d up o n Ha m p t o n R o a d s Re g i o n a l Se w a g e Fl o w Pr o j e c t i o n Da t a , V2 . 0 Ap r i l 21, 2008 Discharge Facility #Discharge Facility Type Discharge Facility Characterization Contributing Design UnitsFlow gpd/Unit Flow Duration hoursPeak Factor 1 DwellingsResidentialPer Residential Unit 310242.5 2 SchoolsCommerical / IndustrialPer Person 1083.0 3 Boarding SchoolsCommerical / IndustrialPer Person 75163.0 4 Motels & HotelsCommerical / IndustrialPer Room 130243.0 5 Trailer courts, Apartments, Condos, Townhomes, & Time SharesResidentialPer Unit 310242.5 6 Restaurants (including fast food)Commerical / IndustrialPer Seat 30163.0 7 Service StationsCommerical / IndustrialPer Gross SF 0.4163.0 8 Shopping CentersCommerical / IndustrialPer Gross SF 0.2123.0 9 HospitalsCommerical / IndustrialPer Bed 300243.0 10 Nursing Homes/Assisted LivingCommerical / IndustrialPer Bed 160243.0 11 Doctor's offices in medical centersCommerical / IndustrialPer Gross SF 0.25123.0 12 LaundromatsCommerical / IndustrialPer Machine 500163.0 13 Community collegesCommerical / IndustrialPer Student & Faculty 10123.0 14 Theaters (Audritorium type)Commerical / IndustrialPer Seat 2.5123.0 15 Picnic areasCommerical / IndustrialPer Person 5123.0 16 Camps, resort day & night w/limited plumbingCommerical / IndustrialPer Site 50243.0 17 Luxury camps w/flush toiletsCommerical / IndustrialPer Site 100243.0 18 WarehouseCommerical / IndustrialPer Gross SF 0.05243.0 19 Convenient StoreCommerical / IndustrialPer Gross SF 0.3243.0 20 Office BuildingCommerical / IndustrialPer Gross SF 0.1123.0 21 Fitness CenterCommerical / IndustrialPer Gross SF 0.1163.0 22 Religious AssemblyCommerical / Industrial Per Seat in Main Assembly Room 2.563.0 23 Heavy Industrial(1)Commerical / IndustrialPer Gross SF 0.35163.0 24 Light Industrial(1)Commerical / IndustrialPer Gross SF 0.1163.0 25 Undeveloped property (Zoned "other than residential")Commerical / IndustrialPer Acre 1000243.0 26 Undeveloped property (Zoned "residential")Residential Per Zoned Residential Unit 310242.5 (1) Thestated flow per day is provided as a guide and should only be used if known data for similar heavy or light industrial facilities is not available. HamptonRoads Regional Sewage Flow Projection Data V2.0 April 21, 2008 Pi p e ID L e n g t h (f t ) Di a m e t e r (i n ) Do w n s t r e a m In v e r t (f t ) Up s t r e a m In v e r t (f t ) Pi p e Co v e r (f t ) PS 0 8 7 . 5 7. 5 St a r t i n g In v e r t 7 . 5 A1 1 2 0 8 7. 5 7. 9 Pi p e Sl o p e 8 " 0 . 4 0 % A2 1 2 0 8 12 . 0 12 . 4 10 " 0 . 2 8 % A3 1 6 0 8 12 . 5 13 . 1 12 " 0 . 2 2 % A4 9 6 8 13 . 2 13 . 5 14 " 0 . 1 7 % A5 3 7 0 8 13 . 6 15 . 0 Dr o p ac r o s s MH 0 . 1 A6 1 6 0 8 15 . 1 15 . 7 A7 1 4 5 8 15 . 8 16 . 3 A8 1 6 0 8 16 . 4 17 . 0 5 . 3 B1 1 2 0 8 15 . 0 15 . 4 6 . 9 C1 1 6 0 8 13 . 2 13 . 8 3 . 5 D1 2 1 0 8 15 . 1 15 . 9 D2 1 0 5 8 16 . 0 16 . 4 5 . 9 E1 9 0 8 13 . 6 13 . 9 4 . 4 20 1 6 FF E @ A8 2 3 * AS S U M E MH RI M = FF IN V @ MH 1 9 . 3 ch e c k IN V G O O D FF E @ PS 2 1 DE P T H @ PS 1 3 . 5 No r s w o r t h y ‐ La n d Ba y I Pi p e ID L e n g t h (f t ) Di a m e t e r (i n ) Do w n s t r e a m In v e r t (f t ) Up s t r e a m In v e r t (f t ) Pi p e Co v e r (f t ) PS 0 8 7 . 5 7. 5 St a r t i n g In v e r t 7 . 5 A1 1 2 0 8 7. 5 7. 9 Pi p e Sl o p e 8 " 0 . 4 0 % E1 1 0 0 8 8. 0 8. 4 10 " 0 . 2 8 % E2 3 6 0 8 8 . 5 9 . 9 12 " 0 . 2 2 % E3 5 0 8 10 . 0 10 . 2 14 " 0 . 1 7 % E4 3 1 7 8 10 . 3 11 . 5 Dr o p ac r o s s MH 0 . 1 E5 3 1 7 8 11 . 6 12 . 8 E6 1 1 3 8 12 . 9 13 . 3 E7 1 7 4 8 13 . 4 14 . 0 E8 1 3 3 8 14 . 1 14 . 6 E9 1 3 3 8 14 . 7 15 . 2 6 . 6 F1 2 8 1 8 14 . 7 15 . 8 F2 1 4 6 8 15 . 9 16 . 4 F3 1 3 1 8 16 . 5 17 . 0 4 . 3 G1 3 9 2 8 14 . 7 16 . 2 5 . 1 26 4 7 FF E @ F3 2 2 * AS S U M E MH RI M = FF IN V @ MH 1 8 . 3 ch e c k IN V G O O D FF E @ PS 2 1 DE P T H @ PS 1 3 . 5 No r s w o r t h y ‐ La n d Ba y II Pi p e ID L e n g t h (f t ) Di a m e t e r (i n ) Do w n s t r e a m In v e r t (f t ) Up s t r e a m In v e r t (f t ) Pi p e Co v e r (f t ) PS 0 8 7 . 5 7. 5 St a r t i n g In v e r t 7 . 5 A1 1 2 0 8 7. 5 7. 9 Pi p e Sl o p e 8 " 0 . 4 0 % E1 1 0 0 8 8. 0 8. 4 10 " 0 . 2 8 % E2 3 6 0 8 8. 5 9. 9 12 " 0 . 2 2 % E3 5 0 8 10 . 0 10 . 2 14 " 0 . 1 7 % E4 3 1 7 8 10 . 3 11 . 5 Dr o p ac r o s s MH 0 . 1 E5 3 1 7 8 11 . 6 12 . 8 H1 1 7 1 8 12 . 9 13 . 5 H2 3 0 4 8 13 . 6 14 . 8 H3 1 3 3 8 14 . 9 15 . 4 H4 2 2 0 8 15 . 5 16 . 3 H5 1 9 3 8 16 . 4 17 . 1 H6 6 4 8 17 . 2 17 . 4 H7 2 3 8 8 17 . 5 18 . 4 3 . 4 13 2 3 FF E @ H7 2 2 . 5 * AS S U M E MH RI M = FF IN V @ MH 1 8 . 5 ch e c k IN V G O O D FF E @ PS 2 1 DE P T H @ PS 1 3 . 5 No r s w o r t h y ‐ La n d Ba y II I Pi p e ID L e n g t h (f t ) Di a m e t e r (i n ) Do w n s t r e a m In v e r t (f t ) Up s t r e a m In v e r t (f t ) Pi p e Co v e r (f t ) PS 0 8 7 . 5 7. 5 St a r t i n g In v e r t 7 . 5 A1 1 2 0 8 7. 5 7. 9 Pi p e Sl o p e 8 " 0 . 4 0 % E1 1 0 0 8 8. 0 8. 4 10 " 0 . 2 8 % I1 1 8 0 8 8. 5 9. 2 12 " 0 . 2 2 % I2 1 6 5 8 9. 3 9. 9 14 " 0 . 1 7 % I3 1 0 0 8 10 . 0 10 . 4 Dr o p ac r o s s MH 0 . 1 I4 1 1 0 8 10 . 5 10 . 9 I5 1 1 0 8 11 . 0 11 . 4 I6 1 0 5 8 11 . 5 11 . 9 I7 8 5 8 12 . 0 12 . 3 4 . 0 J1 8 0 8 16 . 0 16 . 3 5 . 0 K1 8 5 8 11 . 5 11 . 8 5 . 5 10 2 0 TO T A L 7 0 0 6 FF E @ I7 1 7 * AS S U M E MH RI M = FF IN V @ MH 1 3 ch e c k IN V G O O D FF E @ PS 2 1 DE P T H @ PS 1 3 . 5 No r s w o r t h y ‐ La n d Ba y V Appendix C – Master Sewer Plan BR E W E R ' S S T A T I O N MA S T E R SE W E R P L A N VI C I N I T Y M A P SC A L E : 1 " = 4 0 0 0 ' SI T E EX H I B I T ' E '