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HomeMy WebLinkAboutNCC243278_Site Plan or Location Map_20241025 EROSION AND SEDIMENT CONTROL APPROVED PLAN DATE PERMIT NO.S- Wake County Environmental Services Sedimentation&Erosion Control 1 -4- SITE DATA (919)856-7400 ENVIRONMENTAL CONSULTANT SIGNATURE CLIENT EXETER BUILDING COMPANY CROWN SITE ADDRESS 9105 OVERLOOK CREST DRIVE aOVERLOOK RIDGE EFFECTIVE:8/23/17 COURT PIN 1823 00 7064 CREST vvw DRIVE viimsyseio DEED REFERENCE D.B. 19712,PG.2221 � SUBDIVISION THE GRAND HIGHLANDS TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE FAMILY ILLRD. PLAT REFERENCE B.M.2023,PG. 1418-1420 BOLD RUN HLOTS SEDIMENT AND EROSION CONTROL �* ,NORc�. LOT SIZE 0.92 ACRES 0 1. Wake County reserves the right to require a site specific . LEGACyRID N ZONING R-40W erosion control plan to be prepared and submitted for the Vir GELN 30-day review cycle. .. 2. As of April 1, 2019 applicants must apply online for NCG-01 ,' Permit coverage from NCDEQ. This requirement is in addition 111a . to the Wake County land disturbance permit. 4, ' 3. Obtain all necessary permits and certificates. Download ' standard sediment and erosion control plan for single family . lots from www.wakegov.com. Mk . I \ 4. Install tree protection fence if required. Install gravel construction entrance, silt fence, silt fence outlets and rit GARFFE SHERRON RD.- additional measures as needed. Clear only as necessary to install devices. Provide groundcover for all disturbed areas. /'. SURACE WATER CLASSIFICATION 5. Call Environmental Consultant for an onsite inspection by the Environmental Consultant to obtain a Certificate of . STREAM INDEX: 27-13-(0.1) Compliance. STREAM NAME: NEW LIGHT CREEK 6. Begin construction, building, clearing and grubbing. Maintain STREAM CLASSIFICATION: WS-IV;NSW rillilk\I erosion control devices as needed. ., RIVER BASIN: NEUSE 7. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Provide groundcover for denuded areas per NPDES Ground Stabilization Timeframes. LOCATION MAP 8. When construction is complete, and all areas are permanently stabilized and erosion control measures are removed, call 111 = 10001 Environmental Consultant for an inspection. 9. Obtain a Certificate of Completion. �111IIIIIIIIII/ ������ iii/i/���i SURVEY NOTES: N CA/3 o< SHEET INDEX: OQ`,° .SS/ ,° /L% 1. ALL EASEMENTS, RIGHT-OF-WAY'S, BUFFERS, SETBACKS AND ADJOINERS, ETC., °°O O+ °°° y REFERENCED FROM BOOK OF MAPS 2023,PAGE 1418-1420,UNLESS OTHERWISE ° Q. SEAL ° NOTED. C-OO COVER SHEET -▪ ° L-3841 - 2. CONTOURS REFERENCED FROM WAKE COUNTY GIS. C-01 EROSION CONTROL PLAN C-02 QUAD &SOILS MAP OVERLAYS `.- °vti / ° A-1 -A-15 EROSION DETAILS Fn°0. suR\I ..e°OQ �iii� llYInl-I�In\\\\ ,7eI'e�r Ta Gov EROSION CONTROL COMMON PLAN REVISIONS /21/2024 L TAYLOR DATE:A 0 BY:CM 1 10/11/2024 WAKE COUNTY REVISIONS#1 DRAWN BY:CM COVER SHEET Nsmar LAND CONSULTANTS, PLLC LOTS 31 -THE GRAND HIGHLANDS SUBDIVISION License#P-0829 SHEET C-00 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC Apex,NC 27502 (919)801-1104 Z:\Projects\Exeter Building\Grand_Highland-24539\Lots\SEC Base(24-31-39)\GH_SEC_31.dwg I I B.M.2018,PG.42-45 / / / // / I. / // 1 / /: SF/LD NSF 'D - SF,ILD—:SFILD SFILI j SFILD SFI�D SFILD SFIL ! / / IICi / / Lu 1- I/ / C/ �LL / /12 /. LOT 31 / I Y 11±1 _ _ _ _ / 40,500 S.F. I 0 / I / 0.930 AC. 0 ct / MISA:12,000 S.F. / J a / �o PROP.CONCRETE b / WASHOUT �I lam'`n / / AREA I / / PROP.�50'x 12'.' )/ 1 llo / / TEMPORARY LL ' ' ' CONSTRUCTIQN / // ENTRANCE • •°i_' / 4 / 1 / • :' . / / (/ J I II l_D----- LD LD LD—LD / _LD—LD�LD - /DSLf _/ _ 7 7 _ TLD_r-LD p / / LD / I - / I I // / : 1 / :I i I LEGEND ----330---- EXISTING CONTOURS LD LIMITS OF DISTURBANCE SF/LD SIL FE - S D:AIN`GE DIRECTION TOTAL DISTURBED AREA I T F CE OUTLET = ±40,500 S.F. (0.930 AC.) EROSION CONTROL COMMON PLAN REVISIONS DATE: TAYLORDRAWN BY:CM 08/22/2024 EROSION ILII NsmarLAND CONSULTANTS, PLLC LOTS 31 -THE GRAND HIGHLANDS SUBDIVISION CONTROL PLAN License#P-0829 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC o 20 1 SHEET C-01 Apex,NC 27502 (919)801-1104 SCALE: 1" =40