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NCC242499_Site Plan or Location Map_20240816
SINGLE LOT SITE-SPECIFIC EROSION CONTROL PLAN - 9 — — _E' _ 8� a0 ss s I PROJECT DATA: 1 ____9 _ ____ ____ g 6 / / I. PROJECT ADDRESS: 782E AILESBUFOREST,YN ROAD ss,. WAKE FOREST,NC 27587 'sa PRO CT LOCATION: LAT 35'59'40'N LONG 78'32'59'W __- _ - r 85 PARCEL ID NO: 1831371031 (w\ 9j 395 2. CONSULTANT: CSD ENGINEERING ENGINEERING l,�e / J(XIN F.OGLESBY,PE 90 919-624-0997-M a9° 910-791-1551-0 a9 910-791-1501-F �' LICENSE f/C-2710 s john�sd-engineering.com ENGINEERING \ 3. PROPERTY OWNER: HALCYON HOMES LLC LAND PLANNING / ,, PRIM AIR SEPTIC ARE .?"' \ 4994 INDIANA AVENUE,SUITE A COMMERCIAL/RESIDENTIAL ses \ WINSTON SALEM,NC 27106 / x 8¢HALCY 0 S, L / P.O. Box 1250 PIN: 1831371032 \ ;9, - 4. PROJECT ZONING: R-40W RESIDENTIAL WENDELL, NC 27591 / e' 119439 PG-1506 ` 5. PARCEL AREA =1.14 AC (910)791-4441 sE\ az BM-Z G-1913 \\ / 6. DISTURBED AREA =1.01 AC O \ WEXFORD RESERVE SE 2 \ -. --\\ Iy � ZONING: R-40W Z Z al to- =—/�' 390 /iit/I►iio.�� - - 391 O PLAN NOTES: z 4, : ��1�� ® �l�I/i1�/j►J - e 1. THIS MAP IS NOT FOR CONVEYANCE OR SALES 0 4 -------------- j4115rA Lyj_4Pi s 2. PROPERTY LINES ARE FROM A LAND SURVEY PERFORMED BY V o ill; \ DIWAIJ r. ;91— SULLIVAN SURVEYING Z J ep ,, 387 �i • \ 1143-D EXECUTIVE CIRCLE W ¢ 'P t -389 �AM* AV CARY,NC 27511-(919)469-4738 0 W §1,7. \ / 3. PROPERTY LINE BEARINGS ON THIS MAP ARE BASED ON NC \ p &�p1 STALE PLANE GRID NOR7M3 \\ 4. EXISTING GROUND CONTOURS ARE FROM TOPO MAP FOR yk3 LLI ;=` �� 68 1piso,Vfikt, \ WEXFORD RESERVE ESUBDIVISIONCONSULTI BYW `q��� CCONSULTING ENGINEER. INC.��� \ \ :• 5112 BUR OAKI CIRCLE EER IN -05 Z 8 A RALEIGH,NC 27612 (919)789-0744 g ------- _ se, �® t`6' 4,' 5. HOME WILL BE BUILT ON LOT BY HALCYON HOMES,LLC. x s \ 389 6. HOUSE WILL BE SERVED BY ON-Siff WELL AND SEPTIC; THE Ell T — �4J'`� �' DISTURBED.IRIMARY AND REPAIR SEPTIC AREAS WILL NOT BE \ / �� 8 6 / ` r CONSTRUCTION SEQUENCE .............. ........... ............................ ........ ............................... ....... a �- ....... ................................. .......... fj 9 ee 1. SCNDDDIS PRE-CONPTRMITI ANCNOTICENCETO AND OBTAIN ------- �3as - ��.':.':.'.:':.':.': oar=.:.'.:.:rr.rrr:rr.rrrcr.r.��:r.:: , 4Z♦l \ LAND DISTURBANCE PERMIT AND NOTICE TO PROCEED. � ESC PLAN LEGEND / :r. r:r. r. r:r. r. :. r. r:r. r. r. . r. r. . :. ,j 1 p l Z INSTALL AWIR�TO MSOL�ARANCE,C AND ONLY SY DIITURBING WHAT 2 C _ ---- EXISTING BOUNDARY Fiiii e l N '° ® :'.:::::::.::.�:.�.�:.�:.�.::::. . .... :::• :• :::• 3. INSTALL PERIMETER SILT FENCE AND SILT FENCE OUTLETS. — — — LIMBS OF CONSTRUCTION/ \ sa< .......... ae» 4. CALL ENVIRONMENTAL CONSULTANT FOR ONSITE INSPECTION a o N DISTURBANCE \ 1iif11/1 ® TO OBTAIN CERTIFICATE OF COMPLIANCE. = = EXISTING CULVERT sa, �/ 5. PREPARE FOUNDATIONS AND DRIVEWAY CORRIDOR. 8 p w� �'a z ............... .. . ................. ................... ..................... ................. .................... .................... ................. .......` . .................. ..... 6. CONSTRUCT WALLS,HOUSE GARAGE,DECKS PATIOS STEPS " � $N N OI////I . _ CE CONSTRUCTION ENTRANCE �` ..... pr .' O �^n AND SIDEWALKS z � � `� s DRIVEWAY A .6„/ 7. SEED AND MULCH DISTURBED AREAS ACCORDING TO THE Y= g -}82 , ® .®, REQUIRED STABILIZATION TIMELINES AND SOIL STABILIZATION R k 3 r z o n sF X�X SAT FENCf/.NL r FENCE OUTLET® ® �p'rl' nitii • GUIDELINES. m=76 '•.rq�lyj'! �1 as B INSTALL SITE LANDSCAPING. a 1\ -- `SE n E:72. PROPOSED CULVERT _3e, \ G• �•'4• 3 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE O WATTLE \� P,l l4�� I// STABILIZED COMPLETELY,CALL ENVIRONMENTAL N I ciY -.! p - ___e� CONSULTANT FOR AN INSPECTION. W J �3 a O •••• Z I 10. IF SIZE IS APPROVED,REMOVE SILT FENCE,SEDIMENT .... J CD ;;;.;.; TEMP.STD.ROCK CHECK DAM 3so- -v' 11 s''- BASINS,ETC.,AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS Pc PERMANENT ROCK CHECK DAM 2 , � ' Y y ialfor / ® ae3 IT. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FORA p,�NnC ARO 4 379 i FINAL SITE INSPECTION BY THE ENVIRONMENTAL ,p�Q-:oFEss/ _'49 \ CONSULTANT.OBTAIN A CERTIFICATE OF COMPLETION. t..f4.2 S sK SEOIAIENT BASIN S10MAIER /llirl, 332 ` E 032721 IP ROCK INLET PROTECTION 37e ` ' , t i•0 PP ROCK PIPE INLET PROTECTION 3n \ \ CONC. WASH-OUT ) :iii- eELEASED -0-0- TREE PROTECTION/SAFETYFENCE , p)i��.,"m 0,,, rS011 STABILIZATION NOTES Q TO - TEMP.DIVERSION - 3's _ ,�4 ,. 1. SOIL STABILIZATION TIMEFRAMES 0 TM �jz/% TEMP.EC MATTING /�� 37g SIZE AREA DESORIPRON STABNIZARON 11NEFRAME EXCEPDCWS >- ��i�i0i4 PERMANENT SOIL v.��`, PITOIES A D SLOPES 7 DAIS NAVE CO OTL7IES AND SLOPES i - �7///JJJ ■■�_ ' IW01 awn'ZONE'S MO 7 DAYS NAVE ® wN.Awsh RETNFCRCEMENT MATTINC �373 �� - � ���'j > SLOPES STEEPER THAN 21 7 DAYS IF SLOPES ARE 10 FT OR LESS N IEHOIH ,�. AND ARE ARE NOT STEEPER THAN 21, • �(�'� 14 DAYS ARE ALLOWED © �� \— 3js\ SLOPES 21 0R FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER MAN --37z i 50 Fr M IDIOM �O ��.t1 \\ \ ALL 01HER AREAS MTH SLOPES 14 DAYS NAVE EXCEPT FOR PERIMETER AND �3T,�/ / © F1Al1ER THAN 4:1 HOW ZONES / / PERMI BOX&RAIN GAUGE 2 DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN(IS)WORKING �`� DAYS OF CEASE OF ANY PHASE OF ACTIVITY.ALL SLOPES MUST BE i ce �370 / . \q STABILIZED WITIIIN TN£NTY--ONE(21)CALENDAR DAYS OF CEASE OF Cr O I l a>a ANY PHASE OF ACTIVITY. MIS INCLUDES SLOPES SWALE. CHANNELS 3 AND STOCKPILES. O �369 �A I 3. THIS PLAN IS TO BE UTILIZED AND RENEWED ONLY IN CON.AINCTION I I WITH THE WRITTEN NARRATIVE,WHICH IS AN INTEGRAL PART OF THIS -J —366 1 , c�a \\ LAN. 4. EROSION FINISHEDD SEDIMENT SLOPES SHALL)BE 3:1TROL OR FLATTER. -I ¢• / s,, \ 5. NO IIERANDS EXIST WITHIN LIMITS OF DISTURBANCE WEXFORD WOODS LN \ mU / / \\ 6. SEE STABILIZATION GUIDELINES. Z —367 366 Z I �b I -9 w Lt SITE WEXFORD WATERS LN / EROSION AND SEDIMENT CONTROL DATE. 5/18/2024 APPROVED PLAN VFRT.SCALE:N/A WEXFORD FOREST LN 0� / HORZ SCALE.'1•=20• AILESBURY RD Q�P� 366 DATE DRAWN B: RBS PERMIT NO. S- GP 365 Wake County Environmental Services CHECKED BY. JFO t Sedimentation&Erosion Control PROJECT NO.: LOT 77 919-856-7400 LOCATION MAP 1 /\//:::�� I enENVIRONMENTALmerviENVIRONMENTALCONSUL i un Sheet Cie0s�aNnivae Sheet Na_/___OF J 1 = 2000'