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Home My WebLink AboutSW8000305_Approved Plans_20060109SITE NORTH LOCATION MAP (No Scale) LEGEND 0 NIR NEW REBAR SET 0 EIR EXISTING IRON FOUND 0 EXISTING CHAIN -LINK FENCE TEMPORARY DIVERSION BERM DRAINAGE AREA WETLAND 404-LINE EXISTING GRAVEL 404 WETLAND FLOW DIRECTION 9 01b 5.90 + 6.11 \i/ 404 WET w w w 17 1 \4/ co SWALE (Temporary Liner: STRAW W/NET) (Permanent Liner: GRASS) +96.9 9 JOHN F . PARKER DB 227-160 s�9�� 8 10. C 5� O X CO C5 co 111_ 11_� 1001- O SAND FILTER I \14 I' Fl. too Z I 0 Oi;g A + 97. Uj 0 97.28 DRAINAGE AREA 2.15 AC +9 7.69 NIR SET R SUBMITTAL PER NCDENR COMMENTS DATED 1/12/05 4/10/05 RE V. NO. DESCRIPTIONS DATE REVISIONS j Curve Radius Length Delta Chord Chord Bear. C-1 850.58' 14.84' 0059'59" 14.84' N 51038'33" W C-2 20.00' 22.56' 64037'05" 21.38' N 19049'50"W C-3 50.001 213.471 124403614811 84.521 S 70010110 Course Bearing Distance L-1 S 52008'32" E 17.641 (V 6.61 +95.67 Cl LOT 18 +97.80 +95.17 \4/ 40' 0 40' 80' SCALE: 1"=40'(Horiz.) Venture Engineering, P.A. 314 WEST MILLBROOK ROAD, SUITE 005 RALEIGH, NORTH CAROLINA 27609 P: 919-676-0303 F: 919-676-0301 EMAIL ADDRESS: MMAGRATH@VENTURE-E.COM SEDIMENT CHAMBER DESIGN: TOTAL DRAINAGE AREA = 2.15 ACRES REQUIRED VOLUME = 540 CF/AC x 2.15 AC = 1161 CF REQUIRED SURFACE AREA = 360 SF/AC x 2.15 AC = 774 SF ELEVATION SURFACE AREA INCREM. STOR. CUBIC FEET CUMM. STOR. CUBIC FEET 95 376 0 0 96 1618 1 489 an 97 1880 1 782 _89 1,231 PROPOSED SURFACE AREA = 55 FT x 16 FT = 880 SF PROPOSED VOLUME = 1231 CF SAND FILTER CHAMBER DESIGN: TOTAL DRAINAGE AREA = 2.15 ACRES REQUIRED VOLUME OF THE CHAMBER = 540 CF/AC x 2.15 AC = 1161 CF REQUIRED SURFACE AREA = 360 SF/AC x 2.15 AC= 774 SF PROPOSED SURFACE AREA = 55 FT x 16 FT = 880 SF PROPOSED VOLUME = 1231 CF (6" OUTLET FROM SAND CHAMBER TO DRAIN COMPLETELY IN 24 HRS.) SAND IS REQUIRED TO FILTER 111 STORM IN 24 HRS/MAX.' AVERAGE INFILTRATION RATE = 0.04 GALLON/MIN/SF (ASSUME) STANDARDS REQUIRE THAT THE VOLUME IN THE SAND DRAINS WITHIN 24 HRS. 1161 CF x 7.48 GALLONS/CF = 8684 GALLONS MIN. SF CALCULATIONS: 8684 GALLONS x 1 SF/62 GALLONS = 140 SF REQUIRED TO DRAIN SAND FILTER (MAX. INFILTRATION RATE = 62 GALLONS) KEYNOTE DATA, FT] EXISTING CONCRETE STORAGE BINS F2] EXISTING PLANT (PRODUCTION AREA) 73 EXISTING ABOVE GROUND TANKS IN CONCRETE a] EXISTING GRAVEL SURFACE Q EXISTING STORAGE BUILDING F6-] EXISTING ELECTRIC PAD [Z] EXISTING UNDERGROUND ELECTRIC UTILITY ® EXISTING CHAIN -LINK FENCE F97 EXISTING GRAVEL SURFACE F170 EXISTING SIGN F171 EXISTING SANITARY SEWER MANHOLE 12 EXISTING BUILDING F173 EXISTING LIGHT POLE F174 EXISTING FIRE HYDRANT Eg EXISTING WATER METER F176 6" HDPE OUTLET PIPE FROM SAND CHAMBER TO DRAIN OUT OF SAND CHAMBER F177 PROPOSED 55'xl6'xl.5' SAND FILTER CHAMBER F7i8 PROPOSED 3�5-5Txl6xl.5' SEDIMENT CHAMBER RUNOFF CALCULATIONS: TOTAL DRAINAGE AREA = 2.15 ACRES Q = C i A Q10 = 0.65 x 7.2 x 2.15 Q10 = 10.0 CFS TOTAL DISTURBED AREA = 0.9 ACRES % CAR 04 A.. -11 e 4:�SSOO. ; 41 24480 04. 00,• NGIN PL ANT IN41--X (DT'4**TC P41, jErr READY SF1ik1L1L4r_rr_r1E,,, T%4c S rr (D P41*4_M W_jk r-r]E]R. INN _*T.'NC11E1N41EWrr PLAN DATE: OCTOBER 2004 DES: IN DRAWN: IN APPROVED: M13M S HORIZONTAL: 111=40' VERTICAL: N/A DRAWING NUMBER 1 01F 2 FINAL DESIGN PLANS NOT RELEASED FOR CONSTRUCTION z Q CL z LU (D z 0 0 1 RESUBMI17AL PER NCDENR COMMENTS DATED 1/12/05 REV.NO. DESCRIPTIONS kk REVISIONS a, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. b, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE IN PLACED OVER 30 DAYS. c, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK TO REMAIN REPAIR AS NECESSARY. REGARDLESS. 7 F 12" MIN SLOPE 2:1 MAX —•00 - NATURAL GROUND OR FILL OR CUT SLOPES COMPACTED FILL BERM 18" MIN FLOW it iti t i iit it ti, — �i.�i DITCH 18" MIN BERM/DITCH NOTES: POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY NOT TO EXCEED 5% (HIGH VELOCITIES RELUST). MAXIMUM D. A. = 5 ACRES WITHOUT SUPPORTING CALCS.. DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED. TEMPORARY DIVERSION BERM/DITCH NOT TO SCALE SEDIMENT CHAMBER MINIMUM DEPTH = 18" - (TYP. FOR BOTH CHAMBERS) 4/10/05 DATE • 11 ■ 161 EL: 95.00 EL: 97.00 rim OPEN AIR SAND FILTER SYSTEM NOT TO SCALE A. Bury the top end of the strips in a trench 4 inches or more in depth. B. Tamp the trench full of soil. Secure with row of staples,10 inch spacing, 4 inches down from the trench. C, Overlap --Bury upper end of lower strip as in 'A' and 'B'. Overlap end of top strip 4 inches and staple. D. Erosion stop --Fold of lining buried in slit trench and tamped, double row or staples. 1 o. ♦'emu=!!.` oi -r. •��o%i°o oil°o°s 1°%i°� �;''r►i`��o%°��°��'� 11— II=limit. .� 16i E. Overall place staples 1-1/2 feet apart as required to ke lining firmly pressed into tt TYPICAL STAPLES #8 Gauge Wire F. Press ends of lining 4 inche the soil around structures staple securely. i TYPICAL STRAW W/ NET LINING DETAIL NOT TO SCALE 00 '-I EL: 95.00 Venture Engineering.,R.A. 314 WEST MILLBROOK ROAD, SUITE 005 RALEIGH, NORTH CAROLINA 27609 P: 919-676-0303 F: 919-676-0301 EMAIL ADDRESS: MMAGRATH@VENTURE--E.COM L J ,tt>>tltttt,///I/ j0ti ��•�,900 S < 2 80 ■ 1:4�iI�� READY MI:X CONCRETE PLANT SHALLOTTE, l�TC DETAIL SHEET DATE: OCTOBER 2004 DES: IN DRAWN: IN APPROVED: MJM SCALE HORIZONTAL: N/A VERTICAL: N/A DRAWING NUMBER 2 0 F 2 FINAL DESIGN PLANS NOT RELEASED FOR CONSTRUCTION U z W r 0 J J Q Z Q J a. W E-- W U Z 0 CU X Q w F— LU W U) J F- 0 z 4 W Lu O Q �i A Mimi �H_IAMTAIFI "41 DESIGNED BY: KPB DRAWN BY: WHW CHECKED BY: _ KPB APPROVED BY: KPB DATE: FEB. 2000 BY DATE SHALL TTE, N.C. SITE Uou"ATION MAP 7,cS, Tir 7 il L5_Fz: �j 7- �"Lwy I Gf!",L40, "Tt ULMINGTON, NORTH CAROLIN 220 Old Doiry Rood Wilmin n, N.C. 28405 (910) T502-5861 1 NC, TO SCALE APPROVED Q§i NORrIl CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSIO DIVISION OF WATER QUAL, SEAL f stormwater Permit 1, ; �x 3f3100 'w"OR Cu0_`NrS)'Tyh__%UCTIu"NN FINAL "ID"ESIGN Null. RELEASED" V, DPD TEAM CONCRETE READY —MIX CONCRETE PLANT SHALLOTTE, N.C. STGRMWATER MANAGEMENT SEDIMENTATION AND EROSION CONTROL PLAN COVER SHEET PROjECT NO. 99076-42 FILE NO: 99076SMFOl SCALE: NOT TO SCALE DRAWING U mwmmft� EF--"W A SHEET 1 OF 4 MINIMUM 2" x 2" x 48" WOODEN POSTS OR OTHER APPROVED MATERIAL V MIN. . 24 I 10 011* ooll 0-10 0100 0 NATURAL GRADE lie zz- J, Z tb Z' ISOMETRIC SECTION POST C sf�'.00 cp W, P A�pIc AN6 /c, -1 p, st AAfo y se 'p6c"�S "ING Uffpl"04 bk - SECTION VIEW 12 GAUGE 4X4" OR 2'X4" WELDED WIRE HOQ<ED ONTO P%M f-AC'Tf—Llr'r% WOODEN — WELDED WIRE MESH— BACKFILL EROSION & SILTATION CONTROL FABRIC zo CARRY FABRIC INTO TRENCH ON SECTION VIEW AND COVER WITH SOIL AND TAKP BACKFILL. CARRY 6" OF WIRE INTO TRENCH, METAL. CEDAR OR 4-X4- TREAELD WOOD POSTS AT 10' OFF CENTER MAXIMUM CEDAR AND WOOD POSTS SHOULD BE 3' DEEP MINIMUM AS SHOWN , , NOT TO SCALE WELDED WIRE MESH COMPACTED FILL GROUND LINE 24" MIN, EXTRA DEPTH REQUIRED FOR NON —STABLE SOILS USE TEMPORARY TO STABILIZE IMMEDIATELY AFTER CONSTRUCTIOV(SEE SPECIFICATIONS) MN" ENTRANCE PROFILE #1 RIP —RAP CARRY RIP —RAP UP SIDES OF SPILLWAY \ /�\ ee \ .� / �/ /�/ /Xeeeee :::fi r� \ r� 1 r� \ r�\ j\` ` \ � ,/eee A. `/\\ �� \ / /ei / ei /eieie `� e CARRY RIP —RAP UP SIDES OF SPILLWAY. ��\ \\ ` e\ e �e/ , /�\/a\/-\\/�\/ , / '\�/��/\`/�\/�\/�\/� �/ // // / / // // /�eoe ee ee �e,\e MAXIMUM SEDIMENT STORAGE LEVEL, REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED OR AS DIRECTED BY OFFICER IN CHARGE OF CONSTRUCTION (OICC) 5 SECTION B ND3ly NOT TO SCALE -.a&/e�je� 1' MIN FREEBOARD / `�;"�� ;�F: ,•yr •'T..•'' �Y.'.;4?y.�., 1.:.�i f'e .i;...a;.>;i.;;•, t�a,YA i>"»".41. y;;. , �• e WAS ED STON E x 3MIN. FREEBOARD eee eee eee eee eee eee eee eee 7' APPROX, 4 SECTION A 'N �0 NOT TO SCALE B SEDIMENT TRAP DETAIL- gNOT TO SCALE RAM #1 RIP —RAP CARRY RIP —RAP UP SIDES OF SPILLWAY D D2 -SEDIMENTATION AND EROSION CONTROL MAINTENANCE PLAN SEDIMENT TRAP DIMENSIONS , 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY (AT THE TOP OF SEDIMENT STORAGE ZONE) AND OPERATION FOLLOWING LVt.Ky RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I THE CMIUrMT QACj#j WILL = rl rAMM OUT UMM THE LEVEL OF CMILACKIT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL VOLL BE CLEANED OUT OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY, 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY 4, SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. , DEVICES , , S. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, ApAl SEES MIX PERMANENT SEED MIX: PENSACOLA BAHIAGRASS 50#/ACRE SERICEA LESPEDEZA 30#/ACRE CENTIPEDEGRASS 5#/ACRE GERMAN MILLET 1 0#/ACRE CROSS SECTIUN �N NOT TO SCALE SCALE DESIGNED BY: KPB DRAWN BY: WHW CHECKED BY: KPB APPROVED BY: KPB BY DATE DATE-: FEB. 2000 TOP OF BERM "x TOP ELEVATION OF STORMWATER IV VFLOOR STORAGE ZONE (MAX) LAj 2 2 -3' SEDIMENT STORAGE ZONE LAj 4' MIN. (TOTAL BASIN CAPACITY) 10 IS MAX. SEDIMENT DEPTH X MAXIMUM LEVEL OF SEDIMENT COLLECTED— N > \' CLEAN BASIN WHEN THIS LEVEL IS REACHED lo, #1 RIP —RAP .1* MIN.V 8' MIN. (SEE NOTE) STABILIZED CONSTRUCTION _NTRANCE DV NOT TO SCALE CONDITION SPECIFICATIONS 1, STONE SIZE MSHA SIZE NO. 2 (2-1/2" TO 1") OR AASHT(l DESIGNATION M43 SIZE NO. 2 (2-1/2- TO 1-1/2"). USE CRUSHED STONE, 2. LENGTH — AS EFFECTIVE. BUT NOT LESS THAN 50 FEET. 3, THICKNESS — NOT LESS THAN SIX (6) INCHES. 4. WIDTH LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS MINIMUM OF 12 FEET, 5. WASHING WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO THE EXISTING PAVEIENT MEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH. OR WATERCOURSE THROUGH USE OF SANDBAGS. GRAVEL. BOARDS OR OTHER APPROVED METHODS 6. MAINTENANCE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES TRAP SEDIMENT WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY —USE , —NOT , —WHEN NECESSARY, , , BALL , —THE WHICH , WITH USE[ TO , ALL SEDIMENT, SPILLED, DROPPED, , 90,9 0 0 'u In' E A 1w C2 % 3 06 q01 NO, PLAN VIEW NOT TO SCALE FINAL PROJECT NO, DRAWING 99076-42 DPD TEAM CONCRETE STORMWATER FILE NO: x Af 99076SMFO3 3 : SHALLOTTE, SCALEAS SHOWN DESIGN NOT RELEASED FOR CONSTRUCTION MANAGEMENT D READY-MIACONCRETE PLANT SEDIMENTATION AND EROSION N.C.C. CONTROL DETAILS SHEET 3 OF 3 Li NOT TO SCALE , DEVICES , , S. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, ApAl SEES MIX PERMANENT SEED MIX: PENSACOLA BAHIAGRASS 50#/ACRE SERICEA LESPEDEZA 30#/ACRE CENTIPEDEGRASS 5#/ACRE GERMAN MILLET 1 0#/ACRE CROSS SECTIUN �N NOT TO SCALE SCALE DESIGNED BY: KPB DRAWN BY: WHW CHECKED BY: KPB APPROVED BY: KPB BY DATE DATE-: FEB. 2000 TOP OF BERM "x TOP ELEVATION OF STORMWATER IV VFLOOR STORAGE ZONE (MAX) LAj 2 2 -3' SEDIMENT STORAGE ZONE LAj 4' MIN. (TOTAL BASIN CAPACITY) 10 IS MAX. SEDIMENT DEPTH X MAXIMUM LEVEL OF SEDIMENT COLLECTED— N > \' CLEAN BASIN WHEN THIS LEVEL IS REACHED lo, #1 RIP —RAP .1* MIN.V 8' MIN. (SEE NOTE) STABILIZED CONSTRUCTION _NTRANCE DV NOT TO SCALE CONDITION SPECIFICATIONS 1, STONE SIZE MSHA SIZE NO. 2 (2-1/2" TO 1") OR AASHT(l DESIGNATION M43 SIZE NO. 2 (2-1/2- TO 1-1/2"). USE CRUSHED STONE, 2. LENGTH — AS EFFECTIVE. BUT NOT LESS THAN 50 FEET. 3, THICKNESS — NOT LESS THAN SIX (6) INCHES. 4. WIDTH LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS MINIMUM OF 12 FEET, 5. WASHING WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO THE EXISTING PAVEIENT MEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH. OR WATERCOURSE THROUGH USE OF SANDBAGS. GRAVEL. BOARDS OR OTHER APPROVED METHODS 6. MAINTENANCE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES TRAP SEDIMENT WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY —USE , —NOT , —WHEN NECESSARY, , , BALL , —THE WHICH , WITH USE[ TO , ALL SEDIMENT, SPILLED, DROPPED, , 90,9 0 0 'u In' E A 1w C2 % 3 06 q01 NO, PLAN VIEW NOT TO SCALE FINAL PROJECT NO, DRAWING 99076-42 DPD TEAM CONCRETE STORMWATER FILE NO: x Af 99076SMFO3 3 : SHALLOTTE, SCALEAS SHOWN DESIGN NOT RELEASED FOR CONSTRUCTION MANAGEMENT D READY-MIACONCRETE PLANT SEDIMENTATION AND EROSION N.C.C. CONTROL DETAILS SHEET 3 OF 3 Li NOT TO SCALE (SEE NOTE) STABILIZED CONSTRUCTION _NTRANCE DV NOT TO SCALE CONDITION SPECIFICATIONS 1, STONE SIZE MSHA SIZE NO. 2 (2-1/2" TO 1") OR AASHT(l DESIGNATION M43 SIZE NO. 2 (2-1/2- TO 1-1/2"). USE CRUSHED STONE, 2. LENGTH — AS EFFECTIVE. BUT NOT LESS THAN 50 FEET. 3, THICKNESS — NOT LESS THAN SIX (6) INCHES. 4. WIDTH LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS MINIMUM OF 12 FEET, 5. WASHING WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO THE EXISTING PAVEIENT MEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH. OR WATERCOURSE THROUGH USE OF SANDBAGS. GRAVEL. BOARDS OR OTHER APPROVED METHODS 6. MAINTENANCE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES TRAP SEDIMENT WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY —USE , —NOT , —WHEN NECESSARY, , , BALL , —THE WHICH , WITH USE[ TO , ALL SEDIMENT, SPILLED, DROPPED, , 90,9 0 0 'u In' E A 1w C2 % 3 06 q01 NO, PLAN VIEW NOT TO SCALE FINAL PROJECT NO, DRAWING 99076-42 DPD TEAM CONCRETE STORMWATER FILE NO: x Af 99076SMFO3 3 : SHALLOTTE, SCALEAS SHOWN DESIGN NOT RELEASED FOR CONSTRUCTION MANAGEMENT D READY-MIACONCRETE PLANT SEDIMENTATION AND EROSION N.C.C. CONTROL DETAILS SHEET 3 OF 3 Li NOT TO SCALE N CONSTRUCTION NOTES: 1. TEMPORARY CONSTRUCTION ENTRANCE TO BE CONVERTED TO PERMANENT ENTRANCE. 2. TEMPORARY SEDIMENT BASIN #2 TO BE CLEANED OUT AT END OF CONSTRUCTION AND CONVERTED TO PERMANENT SEDIMENT BASIN FOR PROCESS WATER. L E G E N D PROPOSED EXISTING BUILDING ss— SANITARY SEWER wv, WATERLINE W/VALVE FIRE HYDRANT 0 MANHOLE -46_3 --- —65--- CONTOUR SF SILT FENCE LIMITS OF DISTURBANCE CHECK DAM O TEMPORARY SEDIMENT BASIN 404 WETLAND ADAPTED FROM SITE PLAN BY : EAST COAST ENGINEERING CO., P.A. P.O. BOX 2469 SHALLOTTE, N.C. DESCRIPTION R E V I S 1 0 TEMPORARY SEDIMENT BASIN #2 --- (SEE NOTE 2) CHECK DAM dk q, ffiffill 4 0 COS VEGETATIVE SWALE #3 v101-1N F. RX19Ao4FR & OPIIE195 DB 227, PAGE 160 VEGETATIVE SWALE #2 TEMPORARY SEDIMENT BASIN #1 CHECK DAM VEGETATIVE SWALE #1 CT CLEARING LIMITS PARKER chi" 0INS195 CHECK DAM JOHN C. PARKER DB 227, PAGE 160 v N 3 _0 IS I CHECK DAM VEGETATIVE SWALE #4 %.'k � ` 4 :.§� 0 ow R. 41Z RUN V\ gi JI-1G�� y� � Vie' � r,��,r ..��G��-��' �...�� ",� r: •.,�..� 4 � _ '� %ems �,. `Fl��,n 1 64.2 y-2s '" , A � �� ` ,�.%• � er .aD a. � \ .x'. L. ,, �'��.� •:3 �''r � t „�' .>=�.�'^ �'' :'kr',. ;,p„V 64.8 64.5 3 TRUCK,"' 'PARKING' (0 VV % cj i'pee. F�v / c) 11w f 4y .4Q ffi 4Q �)0 4. 1. 1 1 7 �v . vt $V 5 ft.g 65.0 w Is I.CURa 64 OUT `r� UR (TYP.) ll_� rIv 64-d IN L04 CURB CUT TEMPORARY CONSTRUCTION ENTRANCE (SEE NOTE 1) R15 i65 S f)*05'47"W 10. 45' `01 e- 22 01 00 e SEAL 10 72 & 4% 50 25, 0 50 mi SALE IN FEET FINAL DESIGN NOT RELEASED FOR CONSTRUCTION I PROJECT NO. DRAWING DESIGNED BY: KPB 99076-42 DRAWN BY: WHW OPD TEAM CONCRETE STORMWATER MANAGEMENT & FILE NO: *. "f CHECKED BY: KPB READY -MIA CONCRETE PLANT SEDIMENTATION AND EROSION 99076SMF02 I mQu m micir. m a a I a SCALE: D 2 APPROVED BY: KPB WWINGTON, NORTH CAROLINA 220 Old Doiry Rood SHALLOTTE, N.C. CONTROL SITE PLAN 1 " =50' DATE: FEB. 2000 Mmington. N.C. 28405 BY DATE (910) 452-5861 SHEET 2 OF 3 N