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Home My WebLink AboutNCC222565_Site Plan or Location Map_20220725i ♦ �r� . • • . 1 • • • • - - �'` �><�:,. � ,/ . . • . �sO.ss�ssO.sOO.s000O.ss�sssOs�ssss�sssssssp`v �� .'�y . - • - • ,i � ,, i ��•, � • � •�.�isisisisisisisi�isisisi�isisisisisisisisisisisisisisisisisisi`v.�,, �y • - • • • - - - - • M. 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Mm.. ,...,...f�•,:� ;!..,.,...,.,.,. ,,S • . . 1 . , • . . . - 1...................................• ........a....- ►....... ACCORDANCE +�EROSION CONTROL ORDINANCE &THE HUNTERSVILLE ENGINEERING ,O�OOOOO,.�OOOOOOOOO0000000000000000.�`�' s�O:'i�000000.�.W0-w-W, ,�"��i►00000.�� • /�ME".ssss .sssssssssssssssssssssssss� ss�ssssssssssssssssssosssss(704)579-1090 • •-• . . �/ STANDARDS AND PROCEDURES MANUAL. TME m. ►-734�.v.s.sssss.sss.ssss.s.ssss.,• .s.s.s.s.sssssss.ssss.s.sssss �-LAND DEVELOPMENT INSPECTOR: •'�ss�s�s:l-s�s�s�s�s�s�s�s�s�s�s�s�s�s�s�s�s�s�i�' -:.►i!��►:DOO��000��0��O�i�wr .'O -4-Num mum, m �00��O��Os�OO.�OOs�O��O��00.�OD : • (704)579-1163 d `��!��►O�i00�c!�0�� ,.�O.000OO�i�o: • ' 000. �►'i o'OOD000O�0' REFER '��OO.so`s .'s�i`i�O.�000000s • - • • 000.��`s�000000000� `% • • - • •INSPECTOR: �ss .ssssssss•sss sssss.ssssss.ssIEROSION CONTROL NOTES. ..- ••. PROP.•• � � .sue ss.s.s.s.%vs.s v.s.s..sss..sss •..•DISTRUBANCE ` •: 1 � �' . :��s..�.ss..s...ss.ssssss..sss.sss.s..ss.� (704)301-9969 SEDIMENT BASIN (SB-1)(PHASE l)-, TOTAL DISTURBED AREA: - •.>sss�•..�ssssssssssss�ssssssosss.s.sssss♦ SPILLWAY INVERT: 20.00 BOTTOM OF POND: 16.60 va C E C U M a) U W r0 CLS - N r V (6 U N U O Z r LL O 0) U) Q U rn c Q 0 U_ N 00 N C O J 2i LU N CA U - Z 3 NO SCALE \\1111 C 111 /// �\ N R LICENSE NO.: F-1407 :�F�,a •. ••: : lA"A' l"n LINE INNER SLOPE OF BASIN WITH 20' INLET ZONE 35% - \ OF SURFACE TEMPORARY s \ / \ `\ • �, `' P550 EROSION CONTROL MATTING \ \ SLOPE DRAINRRIIP-RAP AREA PROVIDED) - \ STD 505.1BAFFLE + • SB-1 INV IN = 717.78 / I \ \ 1 ! - rr �✓ . o � INV OUT = 716.60��'�� TOTAL DRAINAGE AREA = 17.69 AC '' - \ GRAPHIC SCALE f TOTAL DENUDED AREA = 7.59 AC x * TD 2 I I / \ %, /� fvGI1N STD 506.1 (TYP.) 1) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING i • /te�rr\ ` -- ROP. 18" D '�i 0 20' 40' 80' APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE �/��j7>r1� F`... ....Arl\\'\ ltrrtl; l tl[[[[ttt\ (PHASE 1) TEMPORARY i LOCATED PRIOR TO BEGINNING CONSTRUCTION. N \ \ �� 2) CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ' FLAG MEN, ETC., AS NECESSARY TO INSURE SAFETY. S �� PROP. SILT ��' �' 10� gERM � SLOPE DRAIN / � \ FENCE J-HOOKS �' � �! _ STD 505.1 \ � � STD. 507.1 (TYP.) \i _ INV IN = 728.24 \ 3) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE INV OUT = 716.60 / ( IN FEET ) REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA T P R DITCHES TO BE LINED DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. >_ J J 14 _ \ _ WITH P550 EROSION CONTROL HORIZONTAL I inch = 40 ft. 4) SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS m U) U) MATTING PER ENHANCED EROSION PART 1926 SUBPART P, OR AS AMENDED. \ \ \ • \ \ ^ CONTROL (TYP.) ENSURE SLOPE '� ��' \ \ \ \ \ \ DRAIN ADHERES TO STD. 505.1 �� K "� \ \ . - I LEGEND DRAINAGE AREA \�\\ TEMPORARY 776 EXISTING CONTOUR FOR TEMPORARY STONE RING I \ STRAW WATTLE I [EXIST. TREE 776 PROPOSED CONTOUR DIVERSION DITCH \ TD-2 DRAINAGE AREA: /� / / (25' SPACING I ,�' LINE (TYP.) (TD-2) \ ` \ 14.70 AC (TYP.) ��' LIMIT OF DISTURBANCE - - - - X STRAW WATTLE \ \ \ �X �� DRAINAGE AREA BOUNDARY (25' SPACING \ \ \ \ \ _ (TYP.) \ \ \ \ _ x \ �� PROP. TREE 0 0 TREE PROTECTION FENCE - - - - - SK- KAY- ` TD-1 \ �\ \ \ �� / \ �� PROTECTION BM6600 /- + FENCE (TYP.) X X X X PROPOSED SILT FENCE (STD 507.1) 49' pUBUC STID 506.1(.) PG577� PROPOSED SILT FENCE STONE OUTLET (STD 509.1) PROPOSED WATTLE (STD 30.10C) (MECK COUNTY) TD-1 DRAINAGE AREA: \ TEMPORARY ' 1.11 AC \ STOCKPILE LOCATION � O PROPOSED INLET PROTECTION (STD. 511.1) TEMPORARY DIVERSION (STD 506.1) DRAINAGE AREA I � STOCKPILE ENTRANCE X FOR TEMPORARY POROUS BAFFLE (STD 524.1) DIVERSION DITCH / �� I• / \ \ SILT FENCE AROUND / '�' ' PROP.LIMIT OF (TD-1) TEMPORARY SK-# SB-# SKIMMER/SEDIMENT BASIN (STD 503.1, STD 504.1) STOCKPILE LOCATION \ , STOCKPILE DISTURBANCE ' STD 507.1 (TYP.) ��'� (TYP.) TEMPORARY STONE RING � / URBAN OPEN SPACE (UOS) k ' ,• \ 20 BED COMMON OPEN SPACE (COS) STOCKPILE ENTRANCEI' \ } 20' UNDISTURBED BUFFER 46 T STORM DRAINAGE EASEMENT (SDE K h I\ +'' •I'\ / ,..• .. ...:.::- CONCRETE DRIVEWAY/SIDEWALK 41*� OFFSITE DRAINAGE (REFER f 3 / TO DRAINAGE AREA MAP) SILT FENCE AROUND '' I i� I v / r 4'Ar NO GRADING TO BE l ��fff OFFSITE ,, STOCKPILE STD 507.1 �' .� �� PERFORMED OUTSIDE LIMIT SILT FENCE STONE / / \ �� OF DISTURBANCE ACROSS OUTLET 11 �� , / / DRAINAGE , PROP. TREE �� ALL PHASES STD 509.1 (TYP.) ✓ / / (REFER TO , ' ' ' / I I PROTECTION DRAINAGE AREA � / '' �' �' 0 DRAINAGE AREA \ FENCE (TYP.) + } FOR TEMPORARY �� _ ' ��'�� / / I I MAP) TEMPORARY DITCHES TO BE LINED �' �' to �i �i / DIVERSION DITCH / WITH P550 EROSION CONTROL D I � � � MATTING PER ENHANCED EROSION �� _ '�' ( ) TEMP. 18" CULVERT TO CONTROL (TYP.) �. •I• DIRECT-(TYP.) SKIMMER BASIN (SK-2) TOP OF ' EXISTING DITCH � I BAFFLE BERM: 729.50 TD-5A DRAINAGE TO TD-2 ��/ �i t T STD INV IN= 736.00 524.1 SPILLWAY INVERT: 728.00 AREA: ' (TYP.) DRAINAGE AREA BOTTOM OF POND: 726.00 1.18 AC INV OUT=732.79 ' \ is FOR TEMPORARY RIP -RAP STD 502.1 \ '� BAFFLE LINE INNER SLOPE OF BASIN WITH E- DIVERSION DITCH ' �� (TD-4) P550 EROSION CONTROL MATTING TD-5A / O o PROP. 18" HDPE STD 506.1(TYP� � � �� ` `- \ �, TEMPORARY TDB DRAINAGE AREA: SLOPE DRAIN - - - 0.59 AC - STD 505.1 / /� /' /' /� /� \\ \ _ 1 i - - INV IN=727.29 i''i�' ' ' [N / 3 j tQ gCUS LANE \ INV OUT=726.00 i \� (\ TDB 60 pG 577) - \ \ STD 506.1 (TYP.) PROP. SILT l -FENCE - - �' PROP. SILT I , PROPOSED ' �� ' _ - - - - WI HOG WIRE P RAP \ \ _ J �� . 0 l I / ' �� ' �� ' \ �' �' / FENCE I INLET �u BACKING ��' PRON ��/ \ \\ O �' �' �' / WI HOG WIRE PROTECTION 1� �� STD 507.1 (TYP.) r - STD 306.1 1 \\ - - �' �' '' �' BACKING I STD 511.1 STD 507.1 SD-5 �' ' . ` � � / � I , UTILIZE EXISTING DITCH I TO DIRECT FLOW TO / TD-2 AND EVENTUALLY SK-2 (PHASE 1) I SB-1 4,4 TOTAL DRAINAGE AREA = 2.59 AC / \ / PROP. LIMIT OF / \ TOTAL DENUDED AREA = 2.59 AC DISTRUBANCE TEMP. CONSTRUCTION 0 �� \ ENTRANCE PROP.LIMIT OF � \` ./� / X �' �' \ ` �/ STD 514.1 DISTURBANCE _ \ '" (TYP.) PROP. TREE I �� \ � p / X �� / �.� / \ \ , OFFSITE DRAINAGE DRAINAGE AREA MAP) PROTECTION 20' U �' �� / TO SKIMMER FENCE (TYP.) � �� •i �� SILT FENCE STONE '��'� • / �� '' f MERGENCY STD 503.1 OUTFALL AT \ TEMPORARY \ NO GRADING TO BE ' ' K ' �' SPILLWAY (TYP.) PERFORMED OUTSIDE LIMIT 1 OUTLET - " ��' �- 725.50 STONE � 509.1 (TYP.) ' X 4'X4'X6" \ RING OF DISTURBANCE ACROSS TEMPORARY EXIST. \ ALL PHASES STONE PROP. 15" HDPE ANTI -SEEP PROPERTY RING TEMPORARY COLLAR BOUNDARY \ , . SLOPE DRAIN DAYLIGHT STD 505.1 (TYP.) SKIMMER / INV IN=728.12 INV OUT= 726.00 F_ F_ w w O O 3: 3: O O x w w w a a z O w w Ln Ln Ln C14 CIA CIA CIA Q N N � N O N � ZN CU Z W J r W LLI r /'1 V J Z Z_ 0 ^2 1 > Z Q m 0N Z 0 Z U Z /� V♦ �0LLI Z 0 Z m CL J 0 W W 0 W J W w m Lu J m PROJECT INFORMATION PROJECT MANAGER: ALL DESIGNED BY: SLA DRAWN BY: SLA PROJECT NUMBER: IQ22.400 ORIGINAL DATE: 12/01/2021 SHEET: C6.0