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HomeMy WebLinkAboutSW calc'sStorm Water Design Calculations February 27, 2013 Advance Auto Parts NC Hwy 24 -87 Northgate Shopping Center Harnett County, NC Prepared for: SS AAP Holdings, LLC 2919 Breezewood Avenue Fayetteville, NC 28303 (910) 221 -4220 Prepared by: Triangle Site Design, PLLC 4006 Barrett Drive, Suite 203 Raleigh, NC 27609 (919) 553 -6570 NC License #P -0619 �u TRIANGLE SITE DESIGN Vj ML �Rp D ��� , , TABLE OF CONTENTS OVERVIEW STORMWATER NARRATIVE FIGURES DRAINAGE AREA MAP NORTHGATE STORM SYSTEM DESIGN REVISED DESIGN OVERVIEW Background This report contains the storm water and erosion control calculations for the proposed Advance Auto Parts retail site. The project site is located on NC Hwy 24 -87 within the Northgate Shopping Center. The project consists of 0.98 acres and will be developed as an Advance Auto Parts retail store. Approximately 0.75 acres will be disturbed as part of this project for the construction of the site improvements. The proposed development drains into the existing BMP Infiltration Basin that was developed as part of the Northgate Shopping Center (NCDENR Permit #SW6111206). The BMP was designed to accommodate runoff from the proposed Advance Auto Parts development. After final grading is completed, permanent vegetation shall be applied in accordance with the seeding requirements and landscape plan for this site. The stormwater pipe system draining to the Infiltration Basin will be modified to accommodate the Advance Auto Parts parking area and building drainage. Connection points and easements for future extensions of the storm drainage system will be made at the front parking lot and at the catch basin at the rear of the project. • u ULM - - - - - - - - -PRE4 OUSCY- - - - - - ARPL.IEDRERMII -- - - - -- - - -- - -- ------ I N V- 341.46 IN - - EXISTING WATER M M M M EXISTING WATER LINE 52 LF 0" RCP ®1.04% - PROPOSED SWALE - - -- - - ------ - - - - -- PP I h" PP 345. ., JB 60 2 a, 60 0 ay ST 0 14,84 3 "..�g 5^ .� ST[ 56.71 TOP 343.00 INV 339.60 I I I TO 3 2.47 INV 338.49 GI -6001 i ti� T (DOUBLE GRATE N STA 0 90 g9 0. I +00 u' TO 3 1.8 h� 6 43. 3 k INV 33 .5 � 210 Q� mooe°o°oe e °oeeem g 34 .9 g 34 4 3 S 24 FT. CROS ESS ENT 6 6 40.16 LF 24" RCP I h FN 241 ®0.46% RCP 24 FT. �y, 1 �h'h'h' ®2.76% I w w - -- -- P P- P s 10 SI WAL e 20' PATIO X a E 1 ® 1 E ° I 0 11-STORY BUILDINGS P OPOS D 5 UNITS 2 'x80' (8,00 SQ. .) FF = 3 7.1 2.00' Q CB- STA 016 0+00 ROPO ED 6 JNITS 1 3 1 ADJACENT PROPERTY HAS TOP INV 346.00 342.00 B -600 TA 5+12.10 ' ' ( 0 X12 14, QO S �) I 1 NO EXISTING ROADWAY OR PARKING WITHIN 82' -0" I OP 341.77 STAND -OFF DISTANCE k1 NV 33741 UBLIC JTILITY _ASEMEI, T �1. I AND STO M WAT R 3 I OADINd- Z r ACCESS ASEME T o PR01 BASE I I I I 1 ®p `a^' 1 DI -6003 A n 1 p p s p p P STA 2 +47.29 TOP 343.86 w w ®0.22% w 345,7 INV 338.00 - - - 160. 4 LF �4" RCP P S - - - STORM WATER A 1, CB -6004 28.54 LF STA 4 +07.33 s P V_ 0 44. 0 ® 0.39 o Z INV 337.&4 144 - FES -6006 Yt STA 5 +40.64 INV 337.30 FES -6 STA 0 +34.52 INV 337.30 STORM WATER AREA, INTENANCE 7 o_ L I R F1' iz.f J 92 G 1 1y� a I 1� F� � Qe y � a 1 Q 6 z 3 S vi C ci N S N g ye �i c7 h M W S m N Yi i[i h 'o c a yo ry N r m 0 0 0 o cv a .- a N r M M ry M :y ry n ry �•. ry a _ m Ci r n z V Z Yi N N v e n N N r N N N N N N o 0 0 o c o q o F � _ Q 4 O Q o N N o q G o O o O o o C O O t yA 4 ' lo6 6 Q o 61 6 o o C o N U V M N � n a y S I R F1' iz.f J 92 G 1 1y� a I 1� F� � Qe y � a 1 Q 6 z 3 S vi ­q JN ___ I Ul 3 . ............. LCD 542'q 310NVN1. tot nd di f 'Hill . . 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