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Home My WebLink AboutSW7970113_APPROVED PLANS_20070323STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT L�APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD VICINITY MAP D, (NOT TO SCALE) EXTS"TI N G ; POND #2 DRAINAGE AREA #2 all, I SURFACE AREA: 6,709 S.F. I VOLUME — PERMANENT: 25,892 C.F. i \ VOLUME — RESERVE: 7,279 C.F. / \ I I AVERAGE DEPTH: 7.50 FT. ,II .,Au.. ------- EXISTING DRAINAGE FLUME (TWJ INVERT OUT - 1.75' -.. EXISTING 2C RCP OUTLET II I I I �I I WI w �I a 'I. ZI a 0 p 1 I 1� I 1 I I I ll I ll STORMWATER MANAGEMENT DETAILS DESCRIPTION SO. FT. ACRES Drainage Area PHASE I - Food Lion -Existing Building 46,451 1.066 1 PHASE II A - Existing Building 12,672 0.291 1 PHASE II B - Bank -Existing Building 6,146 0.141 1 PHASE II C - Pharmacy -Existing Building 11,669 0.268 1 PHASE II D- Theater -Existing Building 11,366 0.261 1 PHASE II E - Existing Building -Newer construction 2,383 0.055 1 PHASE 11 F - Existing Building -Newer construction 2,534 0.058 1 Total building areas 93,221 2.140 Asphalt Parking/Driving areas - Area 1 186,448 4.260 1 Asphalt Parking/Driving areas - Area 2 20,146 0.462 2 Asphalt Parking/Driving areas - Area - Total 206,594 4.743 Concrete Walks/Mist. -Area 1 11,310 0.260 1 Concrete Walks/Mist. -Area 2 2,134 0.049 2 Concrete Walks/Mist.-Total 13,444 0.309 Impermeable Area - Drainage Area 1 290,979 6,680 1 Impermeable Area - Drainage Area 2 22,279 0.511 2 Total Impermeable Area 313,259 7.191 Property Area 412,374 9.467 Wetlands Areas within property 15,332 0.352 1 Pond Area within property 55,267 1.269 1 Total Drainage Area (DA) 341,775 7.846 DRAINAGE AREA 1 1 Impermeable Area 290,979 6.680 1 DA = Drainage area for Pond #1 317,916 7.298 1 Impermeable percentage w/o wetlands 91.53016 DRAINAGE AREA 2 2 Impermeable Area 22,279 0.511 2 DA = Drainage area for Pond #2 23,859 0.548 2 Impermeable percentage w/o wetlands 93.38% a4. 111_ ah. all.... 9L. EXISTING 21.152 ACRE LAKE a6, ,go-, alo ,IV, ply_ NOW OR FORMERLY OUTER BANKS/KINNAKEET ASSOCIATES, LLC PHASE 17 P.C. E. SL. 672 PROPER— 1 EXISTING DI \ ap, dll, ,lp, BULKHEAD AND GUARDRAIL CLASS A STONE / RIP -RAP ZEXISIING 01 DRAINAGE AREA #1 80 5 A A S u A' EXISTING ASPHALT PARKING ry; AND DRIVES C.D. u u A 120' 80' DRAINAGE AREA #1 n I o EXISTING PHASF u—n CIO a , 'lit II" II' u' u If q. N PARCEL IIIA Nam` II NOW OR FORMERLY I ADARE, INC. D.B. 1613, PG. 44 I (NOT PART OF PROJECT) EXISTING CATCH BASIN WITH SURROUNDING BERM INVERT OUT -1.8' ACE HARDWARE GRATE INVERT IN - 5.54' 1 DESIGNED AND CONSTRUCTED WITH I ITS OWN STATE APPROVED STORMWATER MANAGEMENT SYSTEM, PERMIT # SW7050613 — — 10'' DRAINAGE EASEM) NT — _ _ _ _ _ _ — — — — — — — — — EXISTING 18• RCP O 18% _ — . — . . . _ . — . _ . _ _ . _ . _ . — . _ . — _ . ...... ...... . _ � _ — _ . — _ . — . ...... . _ . _ . — . _ . — . _ . ...... ...... ...... 4.88 GRAPHIC SCALE 30 D 15 30 60 ( IN FEET ) I inch = 30 ft. EXIST 8—DIP SS O 0.4X DRAINAGE ° AREA #1 m �e Y LEGEND: o.a EXISTING GRADE SQ EXIST. SANITARY SEWER MANHOLE [� EXIST. STORM SEWER MANHOLE EXIST. CURB AND GUTTER EXIST. 6" CONC. CURB ®� — v — — EXIST. STORM SEWER LINE — — — — — — EXIST. SANITARY SEWER LINE - - - 1'I EXIST. SWALES ---___-_� EXIST. CULVERT EXIST. LANDSCAPING EXIST. RIP —RAP m EXIST. STORMWATER INLET ` -------'�" JURISDICTIONAL WETLAND 404 LINE /-------- MEAN HIGH SHORE LINE m Am 0 = am DRAINAGE AREA DELINEATION LINE RIGHT OF WAY airy, ll( BULKHEAD AND GUARDRAIL ,If, A, all, v _ v �$�� EXISTING POND #1 DRAINAGE AREA #1 SURFACE AREA: 161,407 S.F. VOLUME — PERMANENT: 1,015,171 C.F. VOLUME — RESERVE: 165,032 C.F. AVERAGE DEPTH: 7.50 FT. EXISTING CLASS A STONE RIP -RAP (TM.) ;nl, •de ab,. 2_t''lf�`T—f'��_g to—r EXISTING URAINACE 50�__ EJ 2 8• PVC SS O O-4x �^ S MH 4794— 5.7 — �JMH )RAINAGE AREA #1\ DRAINAGE AREA #2 DRAINAGE AREA #1 EXI: NG ASPHALT PARKING AND DRIVES 6• CONC. CURB I T. DROP 25 B EL R 6.20' IN - 1.86• OUT - 1.65' PARCEL IIIB NOW OR FORMERLY C. BRANTLEY TILLMAN & R. V. OWENS III D.B. 1607, PG. 244 / INV, dL ----------------- 4,, a6, pII. JI< ort• 9II,_ PROPERTY LINE EXISTING DRAINAGE FLUME �- DR AF I li I I I I I %RIN - 4.98 I 73g 5.72 EXISTING ASPHALT PARKING AND GRIN WALK / N / TYISTIN I � n G ASPHALT ARKING/ -ARKWG AND DRIVES 8 6• CONC. CURB / CON,. CURB C� sa 1 EXISTING ASPHALT PARKING AND DRIVES APSS s1), O DRAINAGE AREA #1 E y 6• CONC. CURB / v I I I I °,+ (NOT PART OF PROJECT) DRAINAGE Z O / 6.5 �� ® EXIST. DROP INLET Gqs V' BASINCATCH BASIN R1C DRAINAGE AREAS C7 DELINEATION LINES AREA #1 - RIM EL 5 NV. OUT =182 RB RIM 6.2 I _111111 -on I EXISTING DROP INLET EXISTING SWAIEry4 .. T 6.2 EXISTING EROSION CONTROL STONE - Ago _ mm_ _ -- _ . _ . _ . — _ . — — . _ . . -- -- -- -- -- -- -- — . — _ _ . — _ . — . _ . — _ . _ . — . — — _ . — . _ _ _. _ . — -- -- . _ _ . . — . _ _ . — — _ . - . . _ .. _ _ _ .. _ . _ . _ - _ .. _ .. _ _ . .. _ .. _ .. _ . _ .. _ .. _ _ _ _ _ _ _ _ — \._.—._._—.—.—._.— _.—.— —.-- _...— _._ ._._.—.-_ _._._.—.—._.—._._._. _.—.—.—..._._ _..—.—..._ —._.—._.—.—.—._._.—._ _— _._.—.—._ _._._._._.—._._.—._. _. ------------ -- --- - ._.._ ._.._ —J EXISTING IN) CM IN . - 2.20 INT COATED CARP INV. - 220 N/OUT EXISTING SPHALT _ lEO CARP NV2L- I IN/OUT APPROVED ,r >+ CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION N.C. 12 ;IViSION OF WATER QUALITY - - - - ---- - ---- - R --- - - - - - - - 10.�r�^ 23 07 - - 100' R/W - - - - y. I I' L"ornwaCerP rtNosW-797G115 I I� a � 0 O O n � r N � o s o L C p � O _= e p O ryl o vl o o � p 5bz Ni0 azo KIN o.oem^ Q ZmSNm 4 N Tmv r�Q G NpmEd • If, N O N 6 N c � � m o E EL c 0 •s vw c o, v � O W . ^Y U Z V U 0 U 0 n Ca Ca N Zo C d N U >� W W H Q O Z 061 1� 0 zz DATE: "lit( LILIALE, 01-02-07 111=30' DERGIF¢ BPG,Inc. wrcKm MSB MAW APPR014A GDM MSB SHEET.' 1 2 oF CAD 1F7800ST1 PROJECT NO: 1788 JAN' 2 2 H01 ,g ,Ille aV, ,Ill, dll, BULKHEAD AND GUARDRAIL DRAINAGE EXISTING ply.. LEGEND D.D EXISTING GRADE QS EXIST. SANITARY SEWER MANHOLE O EXIST. STORM SEWER MANHOLE EXIST. CURB AND GUTTER EXIST. 6" CONC. CURB EXIST. STORM SEWER LINE — — — — — — EXIST. SANITARY SEWER LINE EXIST. SWALES EXIST. CULVERT EXIST. LANDSCAPING EXIST. RIP -RAP EXIST. STORMWATER INLET JURISDICTIONAL WETLAND 404 LINE --------•- MEAN HIGH SHORE LINE o ® DRAINAGE AREA DELINEATION LINE RIGHT OF WAY EXISTING POND #1 DRAINAGE AREA #1 SURFACE AREA: 161,407 S.F. VOLUME - PERMANENT: 1,015,171 C.F. VOLUME — RESERVE: 165,032 C.F. AVERAGE DEPTH: 7.50 FT. -- / EASING CLASS A STONE RIP -RAP (TYPJ , PARCEL A NOW OR FORMERLY C. BRANTLEY TILLMAN & R. V. OWENS III D.B. 1607. PG. 244 ,111, \ ,Ae. all, 1 all. i a1,.. APPROWMAIE ,i alp eoREUN \ .4 ,Ilr, APPROXIMATE WEILANDS LOCATION \ I \ 1 abe PROPERTY UNE _. 1 ,,Ip. ale PROPERTY LINE �A0131 EXISTING III. a.:... \Q - - - STONE RIP-RAP Mlle. JII` If{ EXISTING DRAINAGE ♦0W�/ I nll,, a b Jra ell BULKHEAD AND GUARDRAIL alp, .��,,,,,,�¢� ��— �_ DRAINAGE I i� all' All`.%ISTWG DRAINAGE L e -g _- LAME N, AREA #1 �y tw ,111, 4TL E%ISTING ASPHALT DRAINAGE ,Illy_ / xr•" .�., _ - .®� 5.0 4.75 O(1ST. Bra S= /y/J'J-- �— �• •� E SL 8 Pf SS O 0.45 PARKING AND DWKS G" —. AREA #1 — — — -- •— -- — — 60 32 /py- E%IST. B' PVC SS O 0�4Z _. 5.7 RIM 4.98 / 0 • C DROP IN ET 'Y s.z MF{ J / DRAINAGE 6' AREA #1 DRAINAGE I 8 AREA #1 NEW EXISTING BD 7.26 5.72 0° oosr 6. PHASE II - E I EXSTNG ASPHALT / 1 #� sER"� AREA = 2383 SO Fr EXISTING PHASE II — B PARKING AND DRIVES f DRAINAGE AREA #1 R� 0%°/ evp 4� `7 MST. B_DIP SS O 0.47_ ,q HALT PARKING DRIVES 0' C.O. BANK AND RETAIL SHOPS !m¢ BB, FINISH FLOOR ELEV. = 8.0 y� J AREA = 6146 sq. ft. DRAINAGE "I �_'. 726 6.28 DRAINAGE AREA #1 a° AREA #1 Io mI ri �I I :EXISTING PHASE II — A RETAIL SHOP EXISTING 12' CONC. SIDEWALK FINISHED FLOOR ELEV. = &0' k I AREA = 12,672 sq. it. A. p i EXISTING 1 zD zo I / I PHASE I - I I EXISTING FOOD LION STORE N0. 685EXISTING I I 4 STORE SO. FT. +/— DROPOPINLET I I I I I I I I I I I I • I I W I � I Z I � 1 I N I 8 I I I I � I I I n F SIMI I , I � / EXISTING I DROP INLET II(F I I I I b W GRAPHIC SCALE I 30 0 15 30 60 120 m ( IN FEET) 1 inch = 30 ft. --- EXISTING DROP INLET NOW OR FORMERLY OUTER BANKS/ KINNAKEET ASSOCIATES, LLC D.B. 1281, PG. 605 DRAINAGE AREA #1 9' CONCRETE SIDEWALK OOSIING ASPHALT PARKING AND DRIVES EXISTING DROP INLET DRAINAGE AREA #1 P♦ i. ��__�� ®r �.---_1-IIIIIII■-11111111111,�---111111111.--------i� ', COATED N.C._ 1 100' R/W A` NOW OR FORMERLY E. PAUL BREAUX, JR. D.B. 968, PG. 85 D.B. 500, PG. 267 a a 0 o n L T N (� v 3 v L C � � o Cx `v o O POW OOV NG M N `o onw NZmZNm !D N Tp v tl1odzy'X m MdYvNaMod • • N y T N � o W �N 1 m _ a o d� vw rna w o 1 J,�I� i , • A I r` DATE: .,,II UJALT2 01-02-07 1 "=30' OTSKMax wEism- BPG,Inc. MSB ORAXN: AP➢ROLTD: GDM MSB SHEET., CAD FI OF 2 �5800ST1 PROJECT NO: 1788 - T--- -\ - -_ -