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CBR Valvoline - Stormwater and Erosion Control Analysis - 9.23.2020
Stormwater and Erosion Control Impact Analysis Valvoline Carolina Beach Wilmington, North Carolina KHA Project ID No. 018852007 Prepared for: VALVOLINE Submitted: 09/14/2020 Kimley-Horn and Associates, Inc., 2020 STORMWATER AND EROSION CONTROL IMPACT ANALYSIS VALVOLINE CAROLINA BEACH 5561 CAROLINA BEACH ROAD WILMINGTON, NORTH CAROLINA 28412 PREPARED FOR: VALVOLINE 8000 TOWER POINT DRIVE CHARLOTTE, NC 28277 PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 NC CERT. OF AUTH: F-0102 SUBMITTED: SEPTEMBER 14, 2020 KHA #018852007 Disclosure Statement: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. TABLE OF CONTENTS OVERVIEW Narrative Exceptionally Designed Project Narrative APPENDICES Appendix A – FEMA Flood Insurance Rate Map Appendix B – USGS Quadrangle Map Appendix C – NCRS WSS Site Soil Map and Information Appendix D – New Hanover County SCM Correspondence Appendix E – Pre-Development Drainage Area Map Post-Development Drainage Area Map Post-Development Storm Structure Inlet Drainage Area Map 2-Year Storm Inlet Table for Spread 10-Year Storm Pipe Table 10-Year Storm Pipe-Inlet HGL Profiles Appendix F – City of Wilmington Rainfall Intensities and Depths Charts Appendix G – Coastal Area Management Act (CAMA) Land Classification Map OVERVIEW Background This report contains the approach and results of a stormwater impact and erosion control analysis conducted for the proposed Valvoline Instant Oil Change project. The project site is located at 5561 Carolina Beach Road, New Hanover County, North Carolina. The site is bounded by the west of Carolina Beach Road, by Buffalo Wild Wings to the north, by Hanover Jewelry & Pawn to the south and by Village at Myrtle Grove shopping center to the east. The proposed development will be located on an 0.50-acre parcel. The existing site impervious area coverage is 0.42 acres (84%). The project will disturb approximately 0.70 acres. According to the NRCS Soil Survey Database for New Hanover County, the on-site near surface area soils are classified as Kureb sand (hydraulic group A), Leon sand (hydraulic group A/D), and Lynn Haven fine sand (hydraulic group A/D). Please refer to Appendix C for more information. The property is not within a flood zone. Proposed Development This project proposes to build a 1,996 SF building with an associated access drive and surface parking. The drainage resulting from the proposed improvements will be conveyed via subsurface piping and connect to existing stormwater conveyance located along Carolina Beach Road. The proposed development will decrease the property’s impervious coverage from the existing 0.42 acres to 0.40 acres resulting in a new impervious area of 80%. Stormwater Analysis One (1) downstream point of analysis (POI) encompasses the impacted site area. The time of concentration for the POI was calculated using the methods prescribed in TR-55. Developed areas were assumed to have a time of concentration of 5 minutes. Since the proposed development will reduce the impervious area coverage onsite, no SCM is required. Refer to Appendix D for supporting documentation from New Hanover County stormwater reviewer Phil Bevilacqua. Refer to Appendix E for pre-development and post-development drainage area maps and StormCAD analysis. Conclusion The calculations indicate that the proposed development will comply with local and state stormwater requirements. An SCM will not be necessary to treat water quality. APPENDIX A APPENDIX B ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│―│ ―│―│―│―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│―│―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ 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GREYSQUIRRELDR CHEROKEE T R L S 1 7 T H S T SI E R R A D R PART R I D G E R D ROUNDINGBENDLN CHEROKEETRL SHIRLEY RD W O O DLAWN AVE W A LLACE AVEN DAPPLE CT S43RDST KIRB Y S M I T H D R FAIRVIEWRD MIDLA N D D R PLAZA DR BARKSDALERD W O R T H D R G L E N M E A D E R D SAINTANDREWSDR SWE E T B R I A R R D CASTLE ST MOHICAN T R L APA C H E T R L BU R N E T T B LVD ROBERTELEEDR DEVONSHIRELN DAWS C R E E K R D S E DOVER RD NORMANDYDR CI N EM A D R HUNTINGRIDGERD W O O D S T O C K DR SPLIT RAILDR N W A T E R S T ¬«133 JACKEYSCREEKLNSE GRE E N W I C H L N EMERSON ST SCHURCHILLDR N 8 T H S T BRUNSWICK ST PERRY AVE LANDM A R K D R ROBINHOOD RD N E W C E N T R E D RN 1 1 T H S T C A P E F E A R R D MOHAWK TR L N I C HOLASCREEKCIR HOLT RD SUDANDR LONGMEADOWDR RUTLEDGE DR NUN ST C O N V E R S E D R £¤117 SEAGULLLN S 7 T H S T HILLSBORORD CO N I S T O N D R INDE P E N D E N C E B L V D LONG L E A F H I L L S D R MO N R O E S T SEMINOLE T R L S 2 1 S T S T S 1 2 T H S T BREWSTER L N EDG E W O O D R D EMORY ST MEARS ST PINE ST S 1 3 T H S T HAM I L T O N D R S L I V E O A K P K W Y JULIA DR ¬«132 DAWSON ST S K E R R A V E SH A M R O C K D R KENNEDY R D STON E W A L L J A C K S O N D R WA Y N E D R GEORG E A N D E R S O N D R BAT T L E S H I P R D N E SOUTH C A R O L I N A A V E £¤Bus17 BLADEN ST GREENWAY AVE S 4 T H S T ¬«133 S 5 T H S T YAU P O N D R S 39 T H S T ANTOI N E T T E D R £¤421 TENNESSE E A V E HA W T H O R N E R D MIMOS A P L RIVE R R D ME R C E R A V E PIN E C L I F F D R WILLIAMSON DR £¤Bus17 S C O L L E G E R D CENTRA L B L V D S E PA R K W O O D D R I N DI A N T R L £¤1774 OLEAN D E R D R LO N G S T R E E T D R ASTER C T GILLETTE DR AMB E R D R GRACE ST S 1 5 T H S T S 9 T H S T SATARA DR WALNUT ST CL A Y S T S 4 1 S T S T £¤76 ¬«133 S F R O N T S T CHESTNUT ST H OLLINSRD HO R N D A L E D R HO O P E R S T JO H N D B A R R Y D R N E W K I R K A V E FRANKLIN AVE£¤Bus17 MY E R S S T AZ A L E A D R MY R T L E G R O V E R D C O B B L E S T O N E D R MAPLE AVE HA L I F A X R D WAT E R M I L L W A Y CAPE FEAR BLVD IL E X D R N 2 1 S T S T RINGO DR ASTE R C T CHURCH ST K ID D ER ST H A N N A D R QUEEN ST AQUA V I S T A D R E L M S T S CO L L E G E R D WALL I N G T O N R D TY L E R S C O V E W A Y BRO O K S H I R E L N BUCKN E R D R WOOSTER ST £¤117 PEDE N P O I N T R D WALTMO O R R D PHYSICIANS D R £¤421 CO V I L A V E BETHELRD S O L D E T O W N E W Y N D S E BALDWINDR NORTHGATE DR CHAPPEL LOOP RD S E BIMINIDR ST K I T TS DR S N A V A S S A R D WILMINGTONNATIONAL CEMETERY N E W H A N O V E R C O BR U N S W I C K C O NE W H A N O V E R C O B R U N S W I C K C O Big ILowerRange LowerBrunswickRange Fourth EastJetty Range UpperBrunswickRange JackeysCr Burnt Mi l l C r AlligatorCre e k Silver Lake Little M a ll o r y C r H ewlettsCr GreenfieldCr C a p e F e a r R i v e r MalloryCr Whiskey Cr Alligat o r Cr Mallory C r e e k H e w l e t t s C r Redm o n d C r e e k BeaverdamPond BurntMillCreek Cape Fear Riv er Bar n a r d s C r e e k Ca p e F e a r R i v e r TownCreek B r u n s w i c k R i v e r C ap e F e ar R i v e r N o r t h e ast CapeFearRiver Sturgeon Creek B r u n s w i c k R i v e r C a p e F e a r R i v e r BarnardsCr T o w n C r e e k B u r n t M ill C r e e k Mott C r Oakdale Cem GreenlawnMemorialPark Cem Saint JamesEpiscopal Cem CalvaryMemorial Cem SaintThomas Cem Dream TreePoint Navassa WILMINGTON WILMINGTON Old Town Clairmont Muddy Point Peter Point SILVERLAKE LELAND Belville Myrtle GroveJunction Winter Park Eagle Island Clarks Island Easy Hill Navassa Woodburn 82 83 84 85 86 87 88 89 90 91 92 81 3793000mN 81 82 83 84 85 86 87 88 89 90 91 92 3780000mN 93 25 26 27 28 29 30 31 32 3324 234000mE 25 26 27 28 29 30 31 32 33 34224000mE 35 34.1250° 34.2500° -78.0000°-77.8750°34.2500° 34.1250°-77.8750°-78.0000° QUADRANGLE LOCATION WILMINGTON QUADRANGLENORTH CAROLINA7.5-MINUTE SERIES WILMINGTON, NC 2019 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WDSecondary Hwy Local Road Interstate Route State RouteUS RouteWX./H U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18 CONTOUR INTERVAL 5 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET × Ø GN MN 1°39´ 29 MILS 9°28´ 168 MILS UTM GRID AND 2019 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET TC Grid Zone Designation 18S U.S. National Grid100,000 - m Square ID NORTHCAROLINA 1 Leland 8 Carolina Beach OE E 2 Castle Hayne3 Scotts Hill4 Winnabow5 Wrightsville Beach6 Funston7 Carolina Beach ADJOINING QUADRANGLES 8 5 1 6 7 2 3 4 Imagery.....................................................NAIP, May 2016 - November 2016Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1980 - 2018Hydrography...............................National Hydrography Dataset, 1899 - 2018Contours............................................National Elevation Dataset, 2008Boundaries..............Multiple sources; see metadata file 2017 - 2018 Wetlands.................FWS National Wetlands Inventory 2010 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 17S\18S Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. *7 6 4 3 0 1 6 3 7 9 3 6 1 * NS N . 7 6 4 3 0 1 6 3 7 9 3 6 1 NG A R E F N O . U S G S X 2 4 K 4 9 2 9 2 APPENDIX C Hydrologic Soil Group—New Hanover County, North Carolina (Valvoline - Carolina Beach) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/3/2020 Page 1 of 4 37 8 1 0 5 7 37 8 1 0 6 6 37 8 1 0 7 5 37 8 1 0 8 4 37 8 1 0 9 3 37 8 1 1 0 2 37 8 1 1 1 1 37 8 1 0 5 7 37 8 1 0 6 6 37 8 1 0 7 5 37 8 1 0 8 4 37 8 1 0 9 3 37 8 1 1 0 2 37 8 1 1 1 1 233111 233120 233129 233138 233147 233156 233165 233174 233183 233192 233111 233120 233129 233138 233147 233156 233165 233174 233183 233192 34° 8' 12'' N 77 ° 5 3 ' 3 9 ' ' W 34° 8' 12'' N 77 ° 5 3 ' 3 5 ' ' W 34° 8' 10'' N 77 ° 5 3 ' 3 9 ' ' W 34° 8' 10'' N 77 ° 5 3 ' 3 5 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 015306090Feet 05102030Meters Map Scale: 1:405 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 21, Jun 4, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Nov 21, 2018—Nov 28, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—New Hanover County, North Carolina (Valvoline - Carolina Beach) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/3/2020 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI Kr Kureb sand, 1 to 8 percent slopes A 0.2 42.8% Le Leon sand A/D 0.3 46.0% Ly Lynn Haven fine sand A/D 0.1 11.3% Totals for Area of Interest 0.5 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Hydrologic Soil Group—New Hanover County, North Carolina Valvoline - Carolina Beach Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/3/2020 Page 3 of 4 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—New Hanover County, North Carolina Valvoline - Carolina Beach Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/3/2020 Page 4 of 4 APPENDIX D 1 Lujan, Joe From:Bevilacqua, Phil <pbevilacqua@nhcgov.com> Sent:Friday, August 28, 2020 1:44 PM To:Carter, Tim Cc:Lujan, Joe Subject:RE: New Hanover Stormwater - 5561 Carolina Beach Categories:External Tim, Yes, existing gravel driving surfaces would be considered impervious. If you are reducing the impervious on the site then it would not need a county stormwater permit. Phil Phil Bevilacqua | Chief Project Engineer Engineering New Hanover County 230 Government Center Drive, Suite 160 Wilmington , NC 28403 (910) 798-7072 p | (910) 798-7051 f www.nhcgov.com From: Carter, Tim <Tim.Carter@kimley-horn.com> Sent: Friday, August 28, 2020 10:30 AM To: Bevilacqua, Phil <pbevilacqua@nhcgov.com> Cc: Lujan, Joe <Joe.Lujan@kimley-horn.com> Subject: New Hanover Stormwater - 5561 Carolina Beach Good morning Phil, Following up with my voicemail I just left you. I’m working with Joe Lujan on a new project that will be located at 5561 Carolina Beach Rd, Myrtle Grove, NC. From the aerials and survey we have, most of the existing site is densely packed graveled area with some areas of concrete on the site as well, but very little vegetation. My question for you is if densely packed gravel areas are considered imperviousness? The proposed site will add landscaping areas throughout the site and if the densely packed graveled areas are considered impervious, the site will be reducing impervious area in the post development. Please me back to discuss. My number is 919-677-2197. Thanks, Tim Tim Carter, E.I. Kimley-Horn | 421 Fayetteville Street, Suite 600, Raleigh, NC, 27601 Direct: 919 677 2197 | www.kimley-horn.com APPENDIX E EIPO EIPO EIP EIPO 1" EI P NMP NMP NMP NMP NMP NMP NMP NMP PRE-DEVELOPMENT DRAINAGE AREA MAP DATE: 08/27/20 NOR T H LEGEND VALVO L I N E 1,996 S F BUILDI N G H E I G H T : 2 8 ' 6 PAR K I N G S T A L L S FFE: 3 3 . 5 0 ' EIPO EIPO EIP EIPO 1" EI P POST-DEVELOPMENT DRAINAGE AREA MAP DATE: 01/12/2020 NOR T H LEGEND VALVOLINE CAROLINA BEACH PREPARED FOR VALVOLINE INLET DRAINAGE EXHIBIT NORTH CAROLINANEW HANOVER COUNTY ID E - 1 © 09 - 1 1 - 2 0 N O R T H Fl e x T a b l e : C a t c h B a s i n T a b l e Hydraulic Grade Line (In)(ft)Spread / Top Width (ft)Capture Efficiency (Calculated)(%)Flow (Captured)(cfs) Lo c a l F l o w T i m e (h o u r s ) Lo c a l I n t e n s i t y (i n / h ) Lo c a l C A (f t ² ) Ex t e r n a l C A (f t ² ) In l e t D r a i n a g e A r e a (f t ² ) In l e t C El e v a t i o n (I n v e r t ) (f t ) El e v a t i o n (R i m ) (f t ) In l e t La b e l 27.284.3100.00.56 0. 0 8 3 7. 5 9 4 3, 1 6 6 . 6 2 9 0. 0 0 0 4, 1 9 4 . 2 1 0 0. 7 5 5 26 . 8 6 29 . 4 8 NC D O T - c o m b i n a t i o n i n l e t CB - 2 27.281.6100.00.23 0. 0 8 3 7. 5 9 4 1, 3 0 6 . 3 8 4 0. 0 0 0 1, 8 2 9 . 1 5 7 0. 7 1 4 27 . 0 5 31 . 9 3 NC D O T - c o m b i n a t i o n i n l e t CB - 1 26.985.2100.00.76 0. 0 8 3 7. 5 9 4 4, 3 0 8 . 8 7 0 0. 0 0 0 4, 6 8 9 . 7 1 9 0. 9 1 9 26 . 3 7 31 . 9 0 NC D O T - c o m b i n a t i o n i n l e t CB - 4 27.272.6100.00.43 0. 0 8 3 7. 5 9 4 2, 4 1 9 . 8 5 4 0. 0 0 0 3, 7 8 9 . 2 6 0 0. 6 3 9 26 . 7 7 29 . 1 1 NC D O T - c o m b i n a t i o n i n l e t CB - 3 26.695.383.00.39 0. 0 8 3 7. 5 9 4 2, 6 5 9 . 8 8 8 0. 0 0 0 2, 8 6 1 . 3 2 5 0. 9 3 0 26 . 0 2 31 . 2 9 NC D O T - c o m b i n a t i o n i n l e t CB - 6 26.693.494.80.16 0. 0 8 3 7. 5 9 4 96 1 . 5 3 8 0. 0 0 0 1, 1 5 3 . 4 7 6 0. 8 3 4 26 . 1 2 31 . 4 6 NC D O T - c o m b i n a t i o n i n l e t CB - 5 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 W a t e r t o w n , C T 06 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 9/ 1 4 / 2 0 2 0 StormCAD [10.02.03.03] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n C e n te r Va l v o l i n e C a r o l i n a B e a c h . s t s w Fl e x T a b l e : C o n d u i t T a b l e System Intensity (in/h)Depth (Normal) / Rise (%)Flow / Capacity (Design)(%)Capacity (Full Flow)(cfs) Flo w (c f s ) De p t h ( O u t ) (f t ) Ve l o c i t y (f t / s ) Ma n n i n g ' s n Dia m e t e r (i n ) Ma t e r i a l Sl o p e ( C a l c u l a t e d ) (f t / f t ) Le n g t h ( S c a l e d ) (f t ) In v e r t ( S t o p ) (f t ) St o p N o d e In v e r t ( S t a r t ) (f t ) St a r t N o d e La b e l 9.86018.37.44.05 0. 3 0 0. 5 8 1. 9 3 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 4 71 . 2 26 . 7 7 CB - 3 27 . 0 5 CB - 1 P- 1 9.86030.920.73.48 0. 7 2 0. 5 8 2. 2 4 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 3 31 . 0 26 . 7 7 CB - 3 26 . 8 6 CB - 2 P- 2 9.12064.574.84.01 3. 0 0 0. 7 0 3. 5 8 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 4 20 . 8 25 . 9 4 OU T F A L L 26 . 0 2 CB - 6 P- 6 9.86015.15.04.09 0. 2 0 0. 7 8 1. 7 3 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 4 24 . 0 26 . 0 2 CB - 6 26 . 1 2 CB - 5 P- 5 9.62046.043.33.54 1. 5 3 0. 7 2 2. 7 9 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 3 13 2 . 8 26 . 3 7 CB - 4 26 . 7 7 CB - 3 P- 3 9.30957.162.13.88 2. 4 1 0. 7 8 3. 3 3 0. 0 1 3 15 . 0 Co n c r e t e 0. 0 0 4 96 . 8 26 . 0 2 CB - 6 26 . 3 7 CB - 4 P- 4 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 W a t e r t o w n , C T 06 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 9/ 1 4 / 2 0 2 0 StormCAD [10.02.03.03] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n C e n te r Va l v o l i n e C a r o l i n a B e a c h . s t s w Pr o f i l e R e p o r t En g i n e e r i n g P r o f i l e - C B - 2 T O O U T F A L L ( V a l v o l i n e C a ro l i n a B e a c h . s t s w ) 25 . 0 0 30 . 0 0 35 . 0 0 -0 + 5 0 0+ 0 0 0+ 5 0 1+ 0 0 1+ 5 0 2+ 0 0 2+ 5 0 3+00 St a t i o n ( f t ) Elevation (ft) CB - 6 Ri m : 3 1 . 2 9 f t In v e r t : 2 6 . 0 2 f t CB - 3 Ri m : 2 9 . 1 1 f t In v e r t : 2 6 . 7 7 f t CB - 2 Ri m : 2 9 . 4 8 f t In v e r t : 2 6 . 8 6 f t CB - 4 Ri m : 3 1 . 9 0 f t In v e r t : 2 6 . 3 7 f t OUTFALL Rim: 31.46 ft Invert: 25.94 ft P-6: 20.8 ft @ 0.004 ft/ft Circle - 15.0 in Concrete P-2: 31.0 ft @ 0.003 ft/ft Circle - 15.0 in Concrete P-3: 132.8 ft @ 0.003 ft/ft Circle - 15.0 in Concrete P-4: 96.8 ft @ 0.004 ft/ft Circle - 15.0 in Concrete 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 W a t e r t o w n , C T 06 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 9/ 1 4 / 2 0 2 0 StormCAD [10.02.03.03] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n C e n te r Va l v o l i n e C a r o l i n a B e a c h . s t s w Pr o f i l e R e p o r t En g i n e e r i n g P r o f i l e - C B - 1 T O C B - 3 ( V a l v o l i n e C a r o l in a B e a c h . s t s w ) 25 . 0 0 30 . 0 0 35 . 0 0 -0 + 5 0 0+ 0 0 0+ 5 0 1+ 0 0 St a t i o n ( f t ) Elevation (ft) CB - 3 Ri m : 2 9 . 1 1 f t In v e r t : 2 6 . 7 7 f t CB - 1 Ri m : 3 1 . 9 3 f t In v e r t : 2 7 . 0 5 f t P-1: 71.2 ft @ 0.004 ft/ft Circle - 15.0 in Concrete 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 W a t e r t o w n , C T 06 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 9/ 1 4 / 2 0 2 0 StormCAD [10.02.03.03] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n C e n te r Va l v o l i n e C a r o l i n a B e a c h . s t s w Pr o f i l e R e p o r t En g i n e e r i n g P r o f i l e - C B - 5 T O C B - 6 ( V a l v o l i n e C a r o l in a B e a c h . s t s w ) 25 . 0 0 30 . 0 0 35 . 0 0 -0 + 5 0 0+ 0 0 0+ 5 0 St a t i o n ( f t ) Elevation (ft) CB - 6 Ri m : 3 1 . 2 9 f t In v e r t : 2 6 . 0 2 f t CB - 5 Ri m : 3 1 . 4 6 f t In v e r t : 2 6 . 1 2 f t P-5: 24.0 ft @ 0.004 ft/ft Circle - 15.0 in Concrete 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 W a t e r t o w n , C T 06 7 9 5 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 9/ 1 4 / 2 0 2 0 StormCAD [10.02.03.03] Be n t l e y S y s t e m s , I n c . H a e s t a d M e t h o d s S o l u t i o n C e n te r Va l v o l i n e C a r o l i n a B e a c h . s t s w APPENDIX F APPENDIX G Figure 3.1-7. CAMA land classification map: City of Wilmington and New Hanover County, NC. Reference: City of Wilmington and New Hanover County, 2006.