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Home My WebLink AboutSW8970428_APPROVED PLANS_19970715STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 97 o4 20 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ) al7 (J7 ) S YYYYMMDD T0: AL AREA _ EX/S 7ING PARKING LOT, - TOTAL EXISTING PROPOSED TOTAL INTERIOR INTERIOR TOTAL PARRAVG DISTURBED BUK DING BUILDING GRAVEL PROPOSED IMPERVIOUS LANDSCAPING, PARKING LOT AREA SPACES AREA AREA AREA SIDEWALK PAVED AREAS TO REMAIN GRAVEL AREA CURB, B DRIVE LANDSCAPING (SO FT) (EA.) (SO FT) (SO FT) (SO FT) (SO F7) (SO FT) (50. FT) (SO FT) (SO F7) (50 F7) (SO. FT) T07AL SIT£ REOU/RED N/A 9 N/A N/A - N/A N/A N/A N/A N/A N/A N/A 387 TOTAL S17E SHOWN /801000 /0 137,188 7.515 6000 U31 5,195 14,904 74,4/8 109,163 4,836 430 SURVEY INFORMATION BY: REQUIRED PARKING.• STUART Y. BENSON d ASSOCIATES 3 EMPLOYEES.' 3 SPACES ONE NORTH 6TH STREET WILMINGTON, NC 2 OF THE 5 ARE MANAGERIAL PERSONNEL :2 SPACES MARCH 5, 1997 VISITOR SPACES: / SPACE THERE ARE THREE BUSINESS V£H/CL ES . 3 SPACES 50' MIN .NO 4 STONE e C`y- — r- y-t -• r 5' OR WIOTR OF EX15 T.w0 - - - --- - _ '� y_yT*HC1MVERIs �' '''{"� ^ ROPOSEO 5 L4EE T, ROADWAT _ - 4,r_ �'•REATER. / P_ AN it 50' M/N CROSS SECT,'ON CONSTRUCT/ON ENTRANCE NTS 0 0 _ CLEARING/GRADING L!M!TS E.I.P. =, i S 61^41'00' W — (PROPERTY LIFE) +X —TX�— --�--- ,�--- ,�-- -- --�— X —— T- —� -- -- -- +'�¢ _ _ _ �nsn FENCE 2B50 . _ . o 25�00.00_ FE'ICE 2850 x I y � Lk EDGE OF CLEARING/GRACING LIMITS GRAVEL (FENCE) I l NO GRAVEL. ' I PUMP —. r' 1 vae w =1 LL -I m o z /�? U I .;I EDGE OF I I EDGE OF GRAVEL Z I 13 GRAVEL I x ). - cWe 1 //• - `t - , 5 m > 217 .. Z I I } a C PROPOSED r CONSTR 1CTiON Ex P+Ot GRAVEL AREA EXISTING ENTRANCE EXiS-I%G DPJVF'94Y AND PARKING ; ' I I ( 89,332 SQ.FT.) GRAVEL PARKING o _� r - ( LOCATIONI4.904 SOFT.) I \—DOG PENS 5' CONC. WALK-- x •r S1 N ' HC 5.'•.�- NO GRAVEL 29.2SIGN y -t �- - :-m - i • • • • (ERIS i.d 3 r�r o. f i� �g �� 12'-6' I N- 1 0 O ' 0 0 Oo m I PROPOSED BUILDING - WAREHOUSE EXISTING BUILDING - WAREHOUSE a - - 60, X i00' F.F. ASSUNIED ELEV. 30' CLEARING/GRADING LIMITS I;' F.F. 30.0' I (PROPERTY LINE) f ! 0 I - 5' CONC. WALK'" �ANTEN'•�L. y.I �200 l^I - Y EDGE Oc-110'.r z I; ' GRAVEL Q:- o p W _ fG EDGE OF 1625 m U Z ( GRAVEL _ _ o.;l: m,on Z NO GRAVEL 2650 LSVr25-0 B \ I _ -- LCLEARING/GRADING Ev. 230 LIMITS 1 11 2650 (FENCE) I- +r.�+ —tROPOSED STORMWATER INFILTRATION AREA - EDGE OF I Hj I 25- X 150' INLET STRUCTURE GRAVEL �I (SEE ENLARGED DET50 16" PERF. PVC TYP. (x 50,26.50 �2650 26_30—c950 I - FENCE _ 0 N 6!041'00' E y FENCE y v v v v X X— 16` 600-GO' 1 A LL \-CLEARiNG/GRADING LIMITS z (PROPERTY LINE) Z 3 J I¢ r Z I Z I Y 0 O y u I !2 Is > o z a 3 WILLIAM B_ FULLER i NO TES: L NO OFFSITE WA TER ENTERS THIS SITE. 2. NO WETLANDS EXIST ON THIS SITE. 3026 (EXISTING) r a 3 U I 6' PI LAID INV. LOCATION MAP _ _ -�. _ .• - �1:.-�,��-` NTS ~` 6' WIDE STRIP OF RIPRAP 12' THICK OVER FILTER CLOTH 6' MAX. STONE SIZE PLAN ELEVATION VARIE (af6' TYP. 2" FROM TOP OF WALL TAPER TO MATCH FINISH GRADE 1. USE 3000 PSI CONCRETE + � 2. ANCHOR ALL WALLS TO SLAB WITH NO. 3 REBAR DOWEL �r AT 24' O.C.- 3" CLEAR ALL AROUND. 12" 3. REINFORCE SLAB WITH 6 X 6 X W1.4 X W1.4 WIRE SECTION 1-1 ELEV. 24.83� 30_00 0 f (EXISTING) ELEV. 24.00' a I N$ RIPRAP ITOP ELEV. 23.00'--r _ 1. 7 600.00, lT L EGEND. I — PROPOSED 64A VEL AREA > a — — — — EX/S TING GRA VEL AREA — x — FENCE 0 ENTRANCE TO LANDFILL --- -- ---- EXISTING CONTOUR PROPOSED CONTOUR I + 3026 SPOT ELEVATONS FINISH GRADE I SITE PLAN /" - 20' 20, /0, O 20' 40 i5p4pl.-ilf SALE 23.00' 6' 4 -6' :2 SECTION 2Z CONCRETE INLET STRUCTURE NTS SLOPE SLOPE VARIES) %VAR ES -ELEV. 25.0013]J,� LEV. 23.00J : V' 25' 6' SECTION A -A STORMWATER INFILTRATION AREA NTS SLOPE SLOPE VARIES) %VARIES ELEV. 25.00 J I LEV- 23.0 —6- 150' 6. SECTION B-B STORMWATER INFILTRATION AREA NTS GRASSING SPECIFICATIONS TEMPORARY: SEED:%G MIXTURE: RYE 120 LB/ACRE- SEEUNG DATES: AUG. 15 - DEC. 30 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. TEMPORARY: SEEDING MIXTURE: RYE 120 LB/ACRE SEEDING DATES: DEC. 1 - APR 15 SO.L ANENDMENTS- FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING. OR A MULCH ANCHORING TOOL. TEMPORARY: SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE SEEDING DATES: APR. 15 - AUG. 15 SCIL AMENDMENTS- FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LS/ACRE 10-10-10 FERTILIZER MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. PERMANENT: SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE COMMON BERMUDAGRASS 10 LB/ACRE GERMAN MILLET 10 LS/ACRE SEEDING DATES: APR. I - JULY 15 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT. NETTING. OR A MULCH ANCHORING TOOL. EROSION CONTROL GENERAL NOTES: APPROVED The Owner shall take all reasonable precautions to avoid the silting of streams. lakes, swamps• or other water courses due to the construction of NORM CAROUNA ENVIRONMENTAL this project. MANAGEMENT COMMISSION The erasion control details shown hereon are for the Owner's and his DIVISION OF WATER OUAUfr Contractor's reference and the Cwner shall determine which detail is applicable � as the work progresses. Dar Z310L Rc, 443-- All trenches &hall be stobihied as soon as is practical to minimize erosion. When work is to cease for overnight or longer, the open trenches shall Si,L:ii1C¢Z� be left so as to prevent water in the trench due to rain or other causes from been Stormilmw Pwo NO�r.� channeled mto a creek• lake, swamp. roadside ditch, etc. The Owner shall maintain all erosion control measures or devices in a good state of repair so that they function as Intended until their use is no longer warranted. At that time, all temporary control aevlces shall be removed and disposed of so as to cause no siltation of streams or any ad;acent property. STORMWATEREROSION CONTROL SEQUENCE: I. Obtain Erosion Control Plan Approval 2. Protect construction entrance(s) as shown on the detail on this plan. 3. Constuct infiltration pond. IIii��1111II E C E I V E D 4. Grade site as shown oa this plan. 5. Seed and mulch denuded areas within 30 days after finished IUnll111 grades have boon established, excavation is completed or JUL 151997 work is suspended for an extended period of time. 6. Maintain erosion control measures until permanent ground cover has been. [M� q established. Inspect weekly and after rainfall events. Make needed repairs pROJ # 4Wt`�Z'y immediately. 7. Request final inspection and approval by Erosion Control Engineer- 8- Remove all temporary erosion control measures and stabilize those areas. Restore detention pond to deuon dimensions shown. r` m M r- � N sD Q h- H � U W 0 W F Q 0 to Q a N r N YLU a 0 J W M 2 Z 0 W S Z aU)- a Z 0 Z) Z U) > W J iz W III 1- j0> Q W W _ U a ui 0 W r W In0 0 Zzo Z W Z U W it a COO 0 0 UXWO J U U _ N U Z w Z O V Z5 i� •R V = Z w j Q W a.>a O� ■_ V — I y c . . t y z V z Of 0 LL1 K;J- LLJ 09 z_ N U LL1 w ro f-0zo F- L 00 1 ux(D0 >- 0 z .� LLJ m !o oo-_►o Z DRAWN BY: WJR CHECKED BY: JRH DATE: 4/28/97 JOB NUMBER: 7017 NO. _DWG. V