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Home My WebLink AboutNCC213824_Site Plan or Location Map_20210628............ . ...... .... ........ ....... .................... ... ........ --- ........... .............. . 2 . ..... 00 TEMPORARY SILT FENCE------------- —50 .. STONE OUTLET - TYP. ........ ....... ......... ... ........... ........... . . . ... ........ ........... ...... f/ ................... .......... ............rt ffir ... ..... ....... .... TEMPORARY SILT FENCE 140 ...... ..... ............... . ......... .............. . ...... .......... 0 STONE OUTLET TYP. .... . ... ....... ...... .... 7 AO ...... . .............. .... ... EXCAVATED STORAGE P IT# I ......... . ......... ......... ... .... 1800 CF / ACRE REQUIRIED ----- --------- -- - 7�_ 0.08 AC DA CF REQRUED: 151 ........ . . 40' .... 878 , CF PROVIDED: 182 I 2:1 SIDE SLOPE ......... ....... TEMPORARY SILT .... ..... ........... FENCE - TYP. 40 ............. TEMPORARY SILT FENCE ........... —50 STONE OUTLET TYP. . . ... ........... ........... X .......... TEMPORARY SILT FENCE ............ ....... ......... ........ ........ 50 STONE OUTLET TYP. ...... . ....... 00 LIMITS OF DISTURBANCE - TYP. . ............... 882.......... .......... ...... ......... . ........ ..... . ..... ---------- 40" PROPOSED BARN 2 . (1.12 AC 1) 00 OP TEMPORARY PORARY SILT FENCE STONE OUTLET TYP. - - ------- _5 0 ........ . ..... ... ............ ...... ................ 3!M am EXCAVATED STORAGE PIT# 2 Mot ow we MW MN am ftv &,m =a an "a am Mot "M am =a om mn sm um sm 11M am om -- - ------- 00 1800 CF /ACRE REQUIRIED 0.08 AC DA CF REQRUED: 151 CF PROVIDED: 182 -bo 2:1 SIDE SLOPE ro 40 ------ �Ip ... ...... ....... . ................. .. . ..... . ... ...... 86 ...... .. ... ..... "'N ......... ....... TEMPORARY SILT FENCE —50 STONE OUTLET - TYP. > 00 00 PROPOSED RESIDENCE PARCEL # 5886-83-2011 ......... EXCAVATED STORAGE PIT# 3 00 00 1800 CF /ACRE REQUIRIED 0.33 AC DA CF REQRUED: 609 CF PROVIDED: 637 2:1SIDE SLOPE cA L96 I V, CONCRETE WASHOUT 4* TEMPORARY SILT FENCE lb —50 I a ONE OUTLET - TYP. ........... �Z t . ..... 00 STOCKPILE AREA 40 A* 4ft, wo : \ / TEMPORARY SILT FENCE —50 STONE OUTLET - TYP. 00 4e TEMPORARY SILT —50 FENCE - TYP. I I TEMPORARY ] EMP SILT1" 2 FENCE - TYP.-50 PROPOSED GRAVEL DRIVE. TEMPORARY SILT FENCE STONE OUTLET - TYP. 40 - ---------- 40 ..... ...... . ...... el LIMITS OF DISTURBANCE - TYP. (1.12 AC:t) X TEMPORARY SILT FENCE STONE OUTLET - TYP. ---------- TEMPORARY FENCE-TYP ---- ------- ............... TEMPORARY CONSTRUCTION ENTRANCE —50 .VICINITY MAP EDEN ROCK RD. G) EDEN ROCK CT. 0 2 z W r W SITE POPLAR RIDGE RD. _A0 BALLYHOO DR North OVERALL EROSION CONTROL SEQUENCE: 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM CITY OF WINSTON-SALEM. 2. CONTACT EROSION CONTROL INSPECTOR AND CITY OF WINSTON SALEM TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE. SELF INSPECTION —EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM INSPECTIONS OFFICE. 1. G.C. TO CLEAR ENOUGH TO INSTALL TEMPORARY SILT FENCE AND OUTLETS AND TEMPORARY CONSTRUCTION ENTRANCE. 2. G.C. TO BEGIN UTILITY CONSTRUCTION, BUILDING CONSTRUCTION AS SOON AS GRADE IS AVAILABLE. ONCE VEGETATIVE AREAS REACH GRADE G.C. TO STABILIZE WITH VEGETATION. 3. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE (AT APPROXIMATELY 45 DAYS PRIOR TO DEMOBILIZATION), THE FINANCIALLY RESPONSIBLE PARTY (OR THEIR DESIGNEE) WILL NOTIFY THE DESIGNATED EROSION CONTROL INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON -SITE INSPECTION WILL BE CONDUCTED PRIOR TO THE LEAVE DATE THE DESIGNATED EROSION CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITEMS HAVE BEEN ADDRESSED BY THE CONTRACTOR. 4. CONTINUE TO MAINTAIN APPLICABLE EROSION CONTROL MEASURE UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER DISTURBED AREAS AND SITE HAS BEEN STABILIZED. 5. INSPECT AND REPAIR ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND INSPECT AND REPAIR IMMEDIATELY FOLLOWING ANY RAINFALL. REPAIR/REPLACE ALL DETERIORATED MATERIALS. 6. G.C. SHALL CONTACT EROSION CONTROL INSPECTOR PRIOR TO ANY REMOVAL OF EROSION CONTROL DEVICES. 7. PROVIDE TEMPORARY AND PERMANENT GROUND COVER ON EXPOSED SLOPES FOLLOWING COMPLETION OF ANY PHASE OF GRADING PER NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES (NCG01000) 8. THE PROPERTY OWNER IS RESPONSIBLE OF MAINTENANCE OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND GROUND COVER AFTER SITE DEVELOPMENT. 9. G.C. IS RESPONSIBLE FOR STABILIZATION OF ALL EXPOSED GRADES WITHIN 14 CALENDAR DAYS MAXIMUM. 10. SEE SHEET C-501 FOR EROSION CONTROL DETAILS. EROSION CONTROL NOTES: TEMPORARY SILT FENCE STONE OUTLET - TYP. ............. - --------- 1. SEE THIS SHEET FOR DISTURBED AREA. 2. SEE THIS SHEET FOR EROSION CONTROL SEQUENCE. 3. ALL CONSTRUCTION TRAFFIC SHALL USE THE TEMPORARY CONSTRUCTION ENTRANCE AS INDICATED ON THIS PLAN. 4. THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS CONSIDERED A CONDITION OF GENERAL PERMIT NCG 010000 AND MUST BE FOLLOWED AND IMPLEMENTED. 5. THE FOLLOWING ITEMS ARE REQUIRED TO BE AVAILABLE ON SITE: a. LETTER OF E&SC PLAN APPROVAL. b. LAND -DISTURBING PERMIT (LDP) CkQe'PLAN Ground Stabilization* SITE AREA STABILIZATION STABILIZATION TIMEFRAME DESCRIPTION TIMEFRAME EXCEPTIONS Perimeter dikes, swales, 7 days None ditches, & slopes High Quality Water (HQW) 7 days None Zones If slopes are 10' or less in length & Slopes steeper than 3:1 7 days are not steeper than 2:1, 14 days are allowed Slopes 3:1 or flatter 14 days 7 days for slopes > 50 feet in length All other areas with slopes 14 days None (except for perimeters flatter than 4:1 and HQW Zones) "Extensions of time may be approved by the permitting authority based on weather or other site -specific conditions that make compliance impracticable." (Section 112(2)(b)) c. d. SELF -INSPECTION REPORTS. a. RAIN GAUGE 8. NO GRADING/CLEARING UNTIL LDP IS OBTAINED. NO MASS GRADING UNTIL PERIMETER E&SC MEASURES ARE INSTALLED AND PROVIDED WITH GROUND COVER. 9. THE PERMITTEE SHALL COMPLY WITH REQUIREMENTS FOR INSPECTION AND MONITORING, AND PROVIDING AND MAINTAINING CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS BEGUN ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF A PERMANENT GROUND COVER. 10. CONSTRUCTION SITE POLLUTANTS MUST BE MAINTAINED ON -SITE AND NOT ALLOWED TO REACH THE STATES WATERS. ANY SPENT FLUIDS FROM CONSTRUCTION TRAFFIC MUST BE CLEANED UP AND DISPOSED OF PROPERLY. ANY HERBICIDE, PESTICIDE AND FERTILIZER MUST BE USED IN ACCORDANCE TO THE LABEL RESTRICTIONS. ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUES, CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NC ADMINISTRATIVE CODE SECTION 15A NCAC 13B). NO DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTE IN STORM DRAINS. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE SLURRY SHALL BE DISCHARGED FROM THE SITE L D1A03tr41LM1TUSTPC2AfP, 11. BORROW FILL MATERIAL FROM OFF -SITE SOURCE SHALL COME FROM A SITE 'THAT IS COVERED UNDER AN ACTIVE LAND -DISTURBING 'a�,q e,�� RO 0 PERMIT. SOIL MATERIAL TO BE WASTED OFF -SITE SHALL BE WASTED ON A SITE THAT IS COVERED UNDER AN ACTIVE 0 14t*A C)* LAND -DISTURBING PERMIT. CONTRACTOR SHALL PROVIDE DOCUMENTATION AND LAND -DISTURBING PERMIT NUMBER OF ALL BORROW SITES AND WASTE SITES USED FOR THIS PROJECT TO THE OWNER AND EROSION CONTROL INSPECTOR FOR RECORD FILE. 12. THE FINANCIALLY RESPONSIBLE PARTY SHALL ENSURE THAT THE GENERAL CONITRACTOR/GRADfNG CONTRACTOR/BUILDER PREVENT rgg ims- SEDIMENTATION FROM LEAVING THE SITE BY THE CONSTRUCTION TRAFFIC. IN ADDITION, THE GENERAL CONTRACTOR/GRADING CONTRACTOR/BUILDER SHALL HAVE ON SITE THE MEANS TO REMOVE ANY SEDIMENT TRACKED ONTO THE STREET. IF CONDITIONS iiiii,, REQUIRE, EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING STREET. g BEFORE YOU DIGI CALIL 811 N.C. ONE -CALL CENTER IT'S THE LAWI 20 AM 0 20 40 60 SCALE: V'= 20' LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N. TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27 101 P. 336.723.1067 R 336.723.1069 www.stimmelpa.com SEALS: / SOC...... 4T, 0 Rq SEAL C - 69 . .......... ly CAO- C►AR .......... _0 0 1 07 01 H PROJECT: CLIENT: BUDDY GLASSCOE TIMBERWOLF DESIGNS WINSTON-SALEM, NC TEL: (336)722-1801 DRAWN: RHP DATE: 06/07/2021 REVISIONS: /1'06/17/21 CITY COMMENTS JOB. NO: 21-161 SHEET TITLE: EROSION CONTROL PLAN SCALE: AS NOTED SHEET NO.: C� 103 (C) STIMMEL ASSOCIATES, P.A.