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Home My WebLink AboutNCC214223_Site Plan or Location Map_20210722 4'MAX WIRE FENCE SKIMMER BASIN #1 SiT T*PIGAL SILT FENCE TYPICAL SILT FENCE ATE 5,4 ��NOTE: ALL D 1 TGHE5 REQUIRE MATTING** DRAIN. AREA = 8.88 AG. Q9 � ZO EDP � DIST. AREA = 2.5q AG. 1807 / TOP = 71'X145' BOTTOM = 63'x 137' I I=III III 11 =1 I1 III=III III III III- III 1 III III=III= -III-I I IL 1 / -ITI-ITI-ITI- ITI-ITI- ITI=ITI1 =ITI= 1=ITI=ITII -ITI1 I- / I - \ DEPTH = 2' - - - - - - - - - ^ - j \\ - \ \ \ \ II' WIER OUTLET ROCK DAM PLACED IN i �_—— — — — — , \ \ \ _ \ 3 BAFFLES 15'x34' APART ° WIRE FENCE FRONT OF WIRE FENCE. � -- _ -� \ — — � i _ — — � � \ \ \ �+ MIN SIZE. dSO = 41" �=� — — — — — — \ SKIMMER 3"/ORIFIGE 1.25" F ED OVER K j // �� o YER P9 / --- - - _ - _ -_- - � - - - SKIMMER BASIN #2 SLOPE, SILT FENG �/ — — — _ ��\ — — \ \ / 7,- —==== _ - � \ \ \ DRAIN. AREA = 3.00 AG. o � A_ 15 DIST. AREA 2.42 AG./ TOP = 43'X84' - \ /ROCK DAM -I Fi — \ \ � _ \/IGINITY MAP d5o = a"MIN -111 / / / // / // / �� - - - - - - - �� \� \ \ \ \ - � - BOTTOM = 35x76 l/l/ / i j - __ - - _ - - - \� \�\ \ _ = DEPTH = 2' III=2000' ROCK DAM IN SILT FEN � D� AIL - / 4 WIER OUTLET NTS \ \ \ \ 1b /� \ \ � t`'_ 3 BAFFLES q'x I q' APART XX\�\ \ \ \ \ I - -- B G vv � v vA VA vv� \ \ VA _, z- / WELL ZONE �"IILL SKIMMER 2 /ORIFICE 1.25 13g�86 / //// � v \\ �� \ \ \\ V v� � �� \ \ \ \ 1V � I 010 CALL NC ONE CALL // / / /// /// / / \J - - / \b0 / \+ \ \\ \ \ �\ \ - \ \ \ \ 1 I 1 I \ �� / I / / =- , SKIMMER BASIN #3 BEFORE YOU DIG N5 // /i // / / l I _ v v vv � \ \ I I I _ \ DRAIN. AREA 10.67 AG. DIST. AREA = 5.74 AG. \_ �// I III �I/ _ TOP = 63 X200 1 I BOTTOM = 55 x I q2 DEPTH = 2' \ II I � / // I I I \ v vI - _ - - p� v v v� v v ��v v A A \ \\ y �A V I I I I 15' WIER OUTLET � r I � / / / / I I o � � 793E0� T � O � �\ � \ \ \ � � I I • 1 I / • DIAL 811 Or I < / / �� v v v v � � v v VA v v v V I I 3 BAFFLES 14 x48 APART 800-632-4949 SKIMMER 3"/ORIFICE 1.75" AVOID U11L11Y DAMAGE SKIMMER BASIN 4 DRAIN. AREA = 3.02 AG. DIST. AREA - 2.60 AG. TOP = 47Xg5 � l- I I L fi \ \ \ \ \� � _\ \ / _� \ \\ �. \ \ � - - _ _ fi I � \ � \ � I I I I �� BOTTOM = 3q x87 / - - - - - - - _ v \ Vv��v A� � _ � vv�vvv v vim- I DEPTH = 2' v v v v v v - \ 5' WIER OUTLET NOTES: II �� / v �0 \ \ - \ 0� \ / \ \ \ �� (�I 3 BAFFLES 10'x22' APART TOTAL SITE AREA: 67.04 AGRES SKIMMER 2"/ORIFIGE 1.25" / v �BA-I #2 - -'� DISTURBED AREA: 18.01 AGRES - \ I I 1 ( \ v \ \ ST v v v v \ SKIMMER BASIN #5 UTL v v IMMR V \I I I v / v v v v v DRAIN. AREA - 2.42 AG. P\\ DIST. AREA = 1.06 AG. - % v A A V A A v\V A �F ,� \ - - - TOP = 38'X75 f77A V A A A V \ �� A A v BOTTOM = 30 x67 - - DEPTH = 2 -� - - 4' WIER OUTLET I - 3 BAFFLES 8'x IT APART o - SKIMMER 25VORIFIGE I" / �/ / o // OUTLET - � - - ---� SKIMMER BASIN #6 , - _ DRAIN. AREA = 4.06 AG. — _-- i / \� V I I W ' - w� DIST. AREA =� 1.87 AG. b00\I o = = TOP = 4q Xq7 BOTTOM = 41'x8q' �l � • // //I I � �\ \ \ �� - - 1 o uE � -A ' x o / � I I I - -� - DEPTH = 2' I � / I � 3 /g I , � BAS I]1 #6- � 5' WIER OUTLET 3 BAFFLES I O'x22' APART SKIMMER 25VORIFIGE I" u - Cj W � Y / I GROUND STABILIZATION TIMEFRAMES SITE AREA DESCRIPTI❑N STABILIZATION TIMEFRAME EXCEPTI❑NS / I 0 � � _ W w � � / \ ' / / I = PERIMETER IKES, SWALES, DITCHES 7 DAYS NONE / HIGH QUALITY WATERS (HOW) ZONES 7 DAYS NONE 7 / 20' � � 20�uE _� �- moo' uE \ m � � � � o - - - / _-7 0 / SLOPES STEEPER THAN 31 7 DAYS IF SLOPES ARE 10' OR LESS an.a + ° v / \�3 / IN LENGTH AND ARE NOT / STEEPER THAN 211, 14 DAYS 20 — 2 — — — — — \ � � // / ` \ \ � I ARE ALLOWED, p — — / I SLOPES 311 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER — / / / / \I THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS FLATTER THAN 411 AND HOW ZONES � GONST. 0 / / / / / v � � NTRANGE\ SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1 I I PHASE OF APPROVED EROSION AND SEDIMENTATION CONTROL PLAN DATE SIGNATURE (LANDOWNER, FINANCIALLY RESPONSIBLE PARTY, OR AGENT) I / / I lj0 �.�� '(�` �� \ \ INSTALLATION OF EROSION CONTROL DEVICES AND SEEDING �i L ' '/� /� \� FILL AND SLOPES COMPLETED (FINE GRADES ESTABLISHED) \ ® / 8aa �� INSTALLATION OF SITE UTILITIES �6.AA: I E EF SE ENT D,B,436 / STABILIZATION OF BUILDING PAD AND PARKING AREAS \�T \ \ �\ \• \• 1\�� \1 �I L / i� •/,/ �_ 25,xT�d, FINE GRADES ACHIEVED, OBTAINED BUILDING C/O \\ \ \ l \ I I I / / �e / , VEGETATION ESTABLISHED; REMOVAL OF EROSION CONTROL MEASURES G NST• \ / / / \� CLOSING OF PERMNIT; FINAL INSPECTION EN NGE100 LEGEND OF SYMBOLS / / ,�— I\ (o , \ / \ �� \ \ X X NOT FOR CONSTRUCTION DISTURBED AREA / / \ \ - / EROSION CONTROL EXCELSIOR MATTING / /i / EROSION CONTROL NOTES: / \\ EX15TINO CONTOURS q36 - j / 1.) TOTAL AREA DISTURBED: 18.01 Act FqS 49's, \• \ SEDIMENT TRAP 2.) CONSTRUCTION SEQUENCE: // \ eMF"T D �pF</� %y 5�1/I LL LAKES FARM 11 ALGA WELL I NII TON RIP-RAP FILTER DAM GROUND STABILIZATION A. OBTAIN GRADING PERMIT DRAINAOE DIRECTION SITE AREA STABILIZATION STAB. TIMEFRAME �\ �760 \ \ SU��1 Y I S I OID DESCRIPTION IMEFRAME EXCEPTION B. CLEAR JUST ENOUGH AREA TO INSTALL GRAVEL CONSTRUCTION \ 8370 SPEARMAN ROAD * Perimeter dikes, ENTRANCES AND SKIMMER BASINS / C7 MONROE/SIMPSONVILLE TOWNSHIPS DRAINAGE PIPE NUMBER O swoles. ditches -i pays None \ \\ \ `\ \ REV. 12-17-201q GUILFORD/ROCKINGHAM COUNTY, NORTH CAROLINA and slopes C. CLEAR AND GRADE STREETS \ \ * High aunty \ \ \ DATE: NOV 15, 20111 SCALE:I"=100' 0 50 lo0 201SHEET: I OF I DRAINAGE PIPE Water (HGW) None D. INSTALL STORM DRAIN, PROTECT INLETS, RIP-RAP OUTLETS \ \ f Days \ RIP-RAP PAD * Slopes steeper If slopes are 10' or less Zones E. INSTALL WATER LINES & UTILITIES \\ \\ I \ ` HUGH CREED ASSOCIATES, INC., P.A. than 3:1 in length and are not \ OWNER/DEVELOPER: V 7 Days steeper than 2:1 (14 days) F. STONE AND PAVE STREETS NOTES: I \J Z BEVILL LAKES FARM 1 I, LLG CONSULTING ENGINEERS & LAND SURVEYORS SCALE NUMBER * Slopes 3:1 or 7 Days for slopes IX flatter greater than 50' G. SEED ALL DISTURBED AREAS 14 Days in length ALL STORM MUST OUTLET INTO BASINS UNTILL SITE IS STABLE C/O BILL YEARNS 0 CHECK DAM ® g H. ONCE GRASS IS ESTABLISHED, REMOVE TEMP. EROSION CONTROL P.O. BOX 9623 PHONE: (336) 275-9826 * All other areas with None DEVICES AND SPOT SEED AS NECESSARY 1-7C RANDY I LLE OAKS COURT ( ) SILT FENCE x—x slopes flatter 14 pays (except for perimeters BASINS MUST REMAIN UNTIL SITE IS STABLE, THEN THEY MAY BE 1306 W. WENDOVER AVE. OR 336 275-8084 than 4:1 and HI Zones) J. AFTER GRASS IS ESTABLISHED, REMOVE ALL TEMPORARY EROSION SEQUENCED OUT CcREENSBORO, NC, 27408 GREENSBORO, N.C. 27408 FIRM LICENSE #C-0551 COMPOST SOCK (TYP.) CONTROL MEASURES AND SPOT SEED AS NECESSARY. (336 442-I021 E-MAIL: HCA®HUGHCREEDASSOCIATES.COM I 1