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HomeMy WebLinkAboutSW4210703_Plansheet (6) - Proposed Drainage Area_20210914m FOTUSKYf 1336-339-7197 z z BEFORE YOU T}/ � 01� �A�i / � ' ' N.C.CO UNIT ONE— / / ` �wr ' � -r-*~ ,. 56 CWM VI MAP /|S |HE:LAmu'� NOT TO SCALE LIMITS OF 762 0­ \ \ ' FLOOD CERTIFICATION / ' / � undersigned hereby certifies to the no� m The� / \ [ `�� | belief~the checked U area HUD/FIA maps and information provilded by the Department of. ./' / ` ^\ � \.\ \ \ / L_ \ |\` [—_ /- \_/ '�m� r`+�� .~"=g"=~"=."=~~r.=`a~ ."~° .a. . The subject property is located in a SPECIAL FLOOD/ . 00 HAZARD AREA as defirmined by HUD/FIA flood map. DAVIDSON ELECTRIC ( ) .e property xx�n'����6��oux*��x���� * MCORP.� J / ~ / ( ) c. The subject property is located In an area which has DB 1 044 PG 1495 \< ` / \(\30 x 35 '28 EN not uon mapped as unmm o�nn by *on/r'� m�/mP`' 6820-01-27-8916 LEGEND ! / ` i 2 5, ~^' FENCE— 00000000000000000000 SYWALEN0WB[REXISTING �~~~ ~� ~� �~ ~_ � I KtMAIN' IN USE, TIL NEW DRIVE IS�JNSTAL 750 DRIVE 273 ------------ LS AREA I" """N M LU Q 2 CLINARD FARM PARTNERS, L.L.( RCP PIN 6820-01-28-1078 W/ SKIM AND­COIR BAFFLES � 4071 �­~ /�)_� ��v,_`^_ � ~��_,�_ /SILT FENCE PROXIMAW, 100 YEA W/ STONE OUTLETS OD PLAIN — SS ARE GE 48 - X_ 77 x 3ASIN SEM siLT'r FENCE lb 00 Y SITE DATA PROPOSED ZONING: MX—R PROP. LAND USE: RESIDENTIAL TOTAL No. LOTS PROPOSED: 30 TOTAL SITE AREA: 18.67 Ac.± L.F. STREETS: 1,323 LF SEWER: DAVIDSON COUNTY WATER: DAVIDSON WATER, INC. AVERAGE SLOPE: 5% ± DISTURBED AREA: 14.4 Ac.± PARCEL ID: 6320-01-35-7901 (PORTION) EST. START DATE: JULY 2020 EST. END DATE: DEC. 2021 RIVER BASIN: YADKIN/PEE—DEE CONSTRUCTION SEQUENCE FOR ALL STREAM CROSSINGS (SEE NOTE ABOVE CONCERNING NPDES PERMIT) 1. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING AS DETAILED. THE TEMPORARY CREEK CROSSING SHALL BE INSTALLED ON THE UPSTREAM PORTION OF THE EASEMENT' AN ADEQUATE DISTANCE TO ALLOW SEWER LINE INSTALLATION. �2. PRIOR TO INSTALLING THE SEWER LINE ACROSS THE CREEK, THE CONTRACTOR SHALL INSTALL A TEMPORARY DAM UPSTREAM OF THE �CONSTRUCTION ACTIVITIES, AND PUMP THE STREAM FLOW AROUND THE AREA OF DISTURBANCE. THE TEMPORARY DAM SHALL BE OF A NON —ERODIBLE MATERIAL SUCH AS SAND BAGS OR PLASTIC SHEETING OVER STONE. 3. UPON COMPLETION OF THE SEWER LINE INSTALLATION CROSSING THE CREEK, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH RIP —RAP (SEE DETAIL). 4. UPON COMPLETION OF RIP —RAP, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DAM, AND TERMINATE BYPASS PUMPING. 5. AT WHICH TIME THE SEWER LINE INSTALLATION HAS PASSED ALL TESTING, AND THE AREA SEEDED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CREEK CROSSING, AND RE—ESTABLISH ORIGINAL CREEK BANK ELEVATIONS. NOTE: PUMP STREAM AROUND WORK AREA nAP APRON IECKoAM WITH STONE FACE UNG BASIN PLAN CLASS IRIP-RAP (TYP.) L, _.,e SANDBAGS (TYP.) 'onwonsTE FILL PROPOSED PIPELINE NOTES: 1. CONSTRUCT COFFER DAM AND UTILIZE DEWATERING BASIN TO DRAIN WORK AREA. 2. PUMP WORK AREA. o. CONVERT COFFER omw TO mncAw onuaSIwo WHEN NO LONGER NEEDED. 4. oAnc mooT BE Txncw TO xvon nowrAwzwATIow TO THE mnsAm FROM | poonc: oowomETE SEALANT. | COFFIER DAM FOR BY—PASS PUMPING PIPELINE STREAM CROSSINGS Li CN 00 ry LLJ LIJ LLJ SHEET NO. 0 ON NOIE- SEE SHEET NCGOI FOR INFORMATION ON GROUND MATERIALS HANDLING, SELF —INSPECTIONS, RECORD KEEPING, AND REPORTING.