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Home My WebLink AboutNCC233362_Site Plan or Location Map_20231113 EROSION AND SEDIMENT CONTROL APPROVED PLAN DATE PERMIT NO.S- Wake County Environmental Services / I \ Sedimentation&Erosion Control(919)856-7400 VI ta ` ENVIRONMENTAL CONSULTANT SIGNATURE —• . i ` ` BALLYWATER L � CAMBER DR. EFFECTIVE:8/23/17 _ /**, At * 4 r TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE FAMILY LOTS SEDIMENT AND EROSION CONTROL ,' ' o / . 1. Wake County reserves the right to require a site specific A 4 , li erosion control plan to be prepared and submitted for the , , CAMP KENAN D. 4r4 30-day review cycle. 2. As of April 1, 2019 applicants must apply online for NCG-01 Ae Permit coverage from NCDEQ.This requirement is in addition -111 ir air to the Wake County land disturbance permit. i " 3. Obtain all necessary permits and certificates. Download Iva IPstandard sediment and erosion control plan for single family ` DOVER HILLS DI-r. lots from www.wakegov.com . r 4. Install tree protection fence if required. Install gravel construction entrance, silt fence, silt fence outlets and i„,„1additional measures as needed. Clear only as necessary to \install devices. Provide groundcover for all disturbed areas. 5. Call Environmental Consultant for an onsite inspection by the Environmental Consultant to obtain a Certificate of -„,„ Compliance. I 6. Begin construction, building, clearing and grubbing. Maintain erosion control devices as needed. U.S HWy98 7. Stabilize site as areas are brought up to finish grade with —� vegetation, paving, ditch linings, etc. Provide groundcover for SURACE WATER CLASSIFICATION denuded areas per NPDES Ground Stabilization Timeframes. LOCATION MAP 8. When construction is complete, and all areas are permanently STREAM INDEX: 27-7-1-(2) stabilized and erosion control measures are removed, call 1 " = 10001 STREAM NAME: MUD BRANCH Environmental Consultant for an inspection. STREAM CLASSIFICATION: WS-IV; NSW 9. Obtain a Certificate of Completion. RIVER BASIN: NEUSE 111111111111/ ��N CAR////i�U j/ SURVEY NOTES: koi,�''�,, SHEET INDEX: , 1. ALL EASEMENTS, RIGHT-OF-WAY'S, BUFFERS, SETBACKS AND ADJOINERS, ETC., 0e°OESS/C�°,7S- REFERENCED FROM BOOK OF MAPS 2018, PAGE 42-45, B.M. 2018, PG. 1510, QQ' < e _ UNLESS OTHERWISE NOTED. C-OO COVER SHEET SEAL L-3841 ° = 2. CONTOURS REFERENCED FROM WAKE COUNTY GIS. C-02 C-04 EROSION CONTROL PLAN � < ctQUAD &SOILS iv°<°y10 J��o Q\ AA_1 -A-15 EROSION DETAILS OVERLAYS °° , SUR ° Ol%' °`*......*-0/ 9'w111-3 2-716'4' �� EROSION CONTROL COMMON PLAN REVISIONS DATE:09/22/2023 �CT TAYLOR DRAWN BY:CM COVER SHEET LAND CONSULTANTS, PLLC LOTS 40,44,50,58 CAMBERLY 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:1Projects\Exeter Building\Camberly-234281Lots\Lot 40-44-55-58 Erosion DWG\Dwg\Camberly_Erosiion(40-44-50-58).dwg I \ j \n 7 I[41n 1 .\ /i/ I \ CAMBERLY HOMEOWNERS ASSOCIATION INC. — — _ \ / PIN:1821-649694 / — — . _ / B.M.2018,PG.42-45 /�� _ / / B.M.2018,PG.42-45 / — . - . L LI)—TD r 20'PUBLIC DRAINAGE EASEMENT /` -CDLpm � / / L� _ — p / , - 71z LIT \ / / 1is V / '4, p/ / \� i 2109 CAMBER LOT 40 DRIVE ��/�� t r // A �90 a — /s� if 3 (411 gam ) 1 /7 �� ` 1 C4445,4, P/A?cis v SO e�QO liF �� CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING Cl 335.00' 64.11' 64.01' N 67°31'16"W LEGEND C2 • 25.00' 40.84' 36.45' N 26°12'12"W— -- 330 EXISTING CONTOURS \ • LD LIMITS OF DISTURBANCE TOTAL DISTURBED AREA• • DRAINAGE DIRECTION = ±37,695 S.F. (0.87 AC.) EROSION CONTROL COMMON PLAN REVISIONS DATE:09/15/2023 �CT TAYLOR DRAWN BY:CM LOT 40 LAND CONSULTANTS, PLLC LOTS 40,44,50,58- CAMBERLY SUBDIVISION License#P-0829 o 20 40 SHEET C 01 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC Apex, NC 27502 (919)801-1104 SCALE: 1" =40 \ \ I I \ 35.46' \ 5917' o S 82°21'S7"E \ N78°43'42'E o \\ g6o, . o \ Ng9° B.M.2018,PG.42-45 0 ^�?p�ti Z\\ N66333$� // Coo �.0 SEPTIC EASEMENT a\ LOT 44 .‘"-A,, 0 \� b • �� 5 \ %?O /•�I 0 _ _ / `77 S� / I yI— o — ' • ^� \\ / /16,1'$// �I_iD�iD�LD�w // SCtijAUBL/CORA/NAGE ~ \ • ��j� �\' iD�LD/�Lo CCESSEASE/VENr /./NSii LD= / \• / J / LD.�YU ........... N N \ / '�/ //� / ) �`\`as N 1 /• / �� / / o \/ / / I,'' /• I / F'' \ ( /• .,-• �' .,7 I \\ LOT44 I� ) N N.� N. � \ 2132 CAMBER DRIVE �� N.\ CAMBER DRIVE ��- �2ft ` \ \ \ 50'PUBLIC RAW \ ( / /t \ N 4 \ I ( 1 \ 1 \ ct •N. I N /� \ / II I \ N 79°oq�j �20�4 � N /� \ 1 ��, CURVE TABLE ° II � Z�� \]i CURVE RADIUS LENGTH CHORD BEARING I `\ Cl 50.00' 37.55' 36.68 N 10°35'35"W I I \ / \ \ / LEGEND \ / \ / / 330 EXISTING CONTOURS l5; / LD LIMITS OF DISTURBANCE / DRAINAGE DIRECTION / TOTAL DISTURBED AREA / = ±41,231 S.F. (0.95 AC.) / EROSION CONTROL COMMON PLAN REVISIONS DATE:09/15/2023 �CT TAYLOR DRAWN BY:CM LOT 44 LAND CONSULTANTS, PLLC LOTS 40,44,50,58- CAMBERLY SUBDIVISION License#P-0829 o zs s0 SHEET C-02 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC Apex, NC 27502 (919)801-1104 SCALE: 1" =50 LINE TABLE CURVE TABLE LINE BEARING DISTANCE CURVE RADIUS LENGTH CHORD BEARING I , L1 N 20°35'39"E 3.31' C1 474.59' 282.94' 278.77' _N 03°30'45"E C2 25.00' 37.01' 33.72' N 63°11'57"E ' Cq� C3 285.00' 61.44' 61.32' S 68°12'49"E 7J3 BF � S�p(/B��QO/Q/j� B.M.2018,PG.1510 --- i 41/ / ---- ---.. / 090 63g, ,/ �� IQ \ \ W li ce 47"): .. . o / v LOT 50 v ; II 7552 DOVER HILLS DR Z � e / ct ti II \ / -II / b P 7� h (4, -, I 38�� / ' I 1!....-. ... 160� -o 1 *-11r> i I yw` / SAS 1p i 6 I a x �FFFR `Co`C I zo m r CIF LEGEND 1 ��. �' �� \ 330 EXISTING CONTOURS s79°2T38 w . \ \` \\ TOTAL DISTURBED AREA LD LIMITS OF DISTURBANCE \ = ±35,062 S.F. (0.80 AC.) DRAINAGE DIRECTION •\ CAMP KANATA DEVELOPMENT LLC N. PIN:1821-73-3850 \ • �_ PM2111R Pr; RR1 \ EROSION CONTROL COMMON PLAN REVISIONS DATE:09/15/2023 �CT TAYLOR DRAWN BY:CM LOT 50 LAND CONSULTANTS, PLLC LOTS 40,44,50,58- CAMBERLY SUBDIVISION License#P-0829 0 20 40 SHEET C-03 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC Apex, NC 27502 (919)801-1104 SCALE: 1" =40 Ii\ I B.M.2018,PG.42-45 \ \ (57, \ \ 1 \ \ \ \ \ \ I \\ \ Il \ \. �. __ N 88°17'28"E 324.38' _\ ��:L7 tp \ LU��Tb�CIS�Li� �� L��T�s�L�n—FLU L � \ 1 `1 awl \ \ \ 1 o O �1 \ '� \ \,`o C ` zl 1 \\ o I s I CAMP KANATA DEVELOPMENT LLC LLI: o i \ LOT 58 60 ' \ (_)I • PIN:1821-73-3850 n = W `1>o 7428 DOVER HILLS DR \ \ \ 4 Q M I B.M.2018,PG.661 ---1 NI \ \ \ \ I M Q 1 \ IIQo n � ( \ '• oI m \ \ \ I- eQ1 L.— Nl �+ N • \ t�2,-=___ _4Q_P\=___ -��1P 'LD - I —��—��——J,p�_hQ�P—— S 88°1 T28"W 325.62' \ • �\ \ \ I i I • \ \ I I I I I I (1 I I • L . + . J I LEGEND 330 EXISTING CONTOURS LD LIMITS OF DISTURBANCE ----- DRAINAGE DIRECTION TOTAL DISTURBED AREA = ±37,469 S.F. (0.86 AC.) EROSION CONTROL COMMON PLAN REVISIONS DATE:09/15/2023 �CT TAYLOR DRAWN BY:CM LOT 58 LAND CONSULTANTS, PLLCLOTS 40,44,50,58- CAMBERLY SUBDIVISION License#P-0829 o 20 40 SHEET C 04 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC I Apex, NC 27502 (919)801-1104 SCALE: 1" =40 __ _____., _ __ _ _ . . ...,_m " Do% ‘ yr ‘110,01• lir r . „iligi a _ _ si, .41/1, 0 , , .:::::. ,... i c . hrii 40 417 ihir - 446 Ipti 1111frill. ' .1* 111 it 4raii ME r A $ _ , 11:: 1 A . ,! .I , 1 , . 6 . .. . A I I i a 0 p i.,. II irs` r', 11\ 1 ; _ ,..„.... A i .„„.. . iisik ,, i (./. ,1 . :_ E.' 1\ 1111131116110.4 . " ___—.=.M11111 UlliIIIIIIIIIIIIIIIIII0 USGS QUAD MAP OVERLAY NRCS SOILS MAP OVERLAY 1" = 400' 1" = 400' EROSION CONTROL COMMON PLAN REVISIONS TAYLO R DATE:0 JT DRAWN /2023 BY: BY:JT QUAD & SOILS ILI smsLAND CONSULTANTS, PLLC LOTS 40,44,50,58- CAMBERLY SUBDIVISION OVERLAYS License#P-0829 1600 Olive Chapel Rd.,#140 NEW LIGHT TOWNSHIP, WAKE COUNTY, NC SHEET C-05 Apex, NC 27502 (919)801-1104 STANDARD SEDIMENT AND EROSION CONTROL PLAN WAKE COUNTY STANDARD SEDIMENT AND FOR SINGLE FAMILY LOTS APPLICABLE CONDITIONS EROSION CONTROL PLAN FOR SINGLE 1. This standard plan is for lots with a disturbed area of less than 1 acre and a total site disturbance less than 5 acres. If the disturbed area is greater than 1 FAMILY LOTS acre (on a single lot or multiple lots that are mass graded) a custom erosion control plan must be prepared and submitted online for the 30-day review cycle and pay the erosion control plan review and grading permit fees. 2. This standard plan is for lots where mass grading with full stabilization has -- ---,. already occurred or mass grading will not occur. Mass grading is the grading I # z-. or clearing of land for multiple lots by mechanical means across property lines. = , 3. The standard plan is not for sites located in a High Quality Water (HQW) /1 ' AO Zone. TABLE OF CONTENTS x � 4 �, �* 4. Additionally, this plan shall not be used for lots with either: Al 444 r �� a. Lots with equal to or greater than 15 ft. elevation difference of the disturbed STANDARD SEDIMENT AND EROSION CONTROL PLAN a �r/- area from highest elevation to lowest elevation point across the disturbed TYPICAL INDIVIDUAL LOT SEDIMENT.@ EROSION CONTROL A-2 4, ro V V�p MEASURES DE'PAII. ho--,- ; � _ area. LOT NOS.,DISTURBED ACREAGE AND DRAINAGE PATTERN A-3 4' Nr, TYPE TABLE 'r4 b. Concentrated flow/swales/ditches on or within 25 ft. of disturbed area, i STANDARD TEMPORARY SILT FENCE DETAIL A-4 -- 414 ,�¢ 111* nJ; # except roadside ditches/swales. STANDARD TEMPORARY SILT FENCE OUTLET DETAIL A-5 1010 Crab& - 1 STANDARD RESIDENTIAL CONSTRUCTION ENTRANCEDETAIL A-6 I N?41. A-7 STANDARD INLET PROTECTION DETAIL ��all ��Mr" � ' �� STANDARD CHECK DAM DETAIL A-S � y DTI * ,,: STANDARD WATTLE DETAIL r TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL A-1O rr, VOLIIIV's- I FAMILY LOTS SEDIMENT AND EROSION CONTROL NI. F� STANDARD TREE PROTECTION FENCE DETAIL A-11 i TLTi, P,.T `avope, NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING A-12 1. Wake County reserves the right to require a site specific erosion control plan 1 )NCGUI SELF-INSPECTION,RECOROKEEPING AND REPORTING A-13 v,,, to be prepared and submitted for the 30-day review cycle. � 2vfiddte J 2. As of April 1, 2019 applicants must apply online for NCG-01 Permit SEEDING REQUIREMENTS A-145 it Harris Lake '�. ppp pP Y coverage from NCDEQ. This requirement is in addition to the Wake County OTHER NOTES,REFERENCES AND ACKNOWLEDGEMENTS A-1S land disturbance permit. y ji . :' 3. Obtain all necessary permits and certificates. Download standard sediment ,, � r�`k creQk ,- and erosion control plan for single family lots from www.wakegov.com. 4. Install tree protection fence if required. Install gravel construction entrance, - _'- silt fence, silt fence outlets and additional measures as needed. Clear only as necessary to install devices. Provide groundcover for all disturbed areas. 5. Call Environmental Consultant for an onsite inspection by the Environmental PROJECT NAME: Consultant to obtain a Certificate of Compliance. WAKE COUNTY PROJECT NO.: 6. Begin construction, building, clearing and grubbing. Maintain erosion control DATE OF PERMIT ISSUANCE: devices as needed. DATE OF PERMIT EXPIRATION: 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. 8. When construction is complete, and all areas are permanently stabilized and NOTE- ANY PERFORMANCE RESERVATIONS REGARDING THE SEDIMENT erosion control measures are removed, call Environmental Consultant for an /11.1.1.1.11111 CONTROL PLAN (PERFORMANCE BASED) OR CRITICAL AREAS, A FIELD inspection. WW....k-' REVISION OR AN ENGINEER STAMPED CUSTOM PLAN MAY BE REQUESTED. 9. Obtain a Certificate of Completion. WAKE COUNTY NORTH CAROLINA STANDARD SINGLE LOT SEDIMENT AND EROSION CONTROL PLAN A-1 REVISED: 1/2/2020 TREE PROTECTION FENCE SILT FENCE i (SEE NOTES) OUTLET ?' —SF- ' —SF- ' —3F- ' • TP TP TP TP ' —SF- ' —SF- ' —SF- ' ' ZF— ' ZF— ' ZF— ' — ��F- " �F- " �F- N 1 1 //1 V41 0 y L y SILT FENCE N N N y N t t N L L. N y y ''.1( y N o I H N N L. I y N N y CONSTRUCTION I I I I -- RIGHT OF WAY ENTRANCE _ , N v v -- •e -- s.'i — — - - __ d�'i • • SILT FENCE • --• • • - ; TARA8'RETURN !!' 8'RETURN ! • e OUTLET ` _ J v ® �. . _ . .�� ► o� — — — — •>e i SF . —/SF . O L — — SF — SF e. -i • • �. —SF—. _SF_ . ®. SE -- .S�— eii — — WATTLES �1f�1�1• __=l» TOP OF SWALE <( <l < < �lI=MX .1=sa» «J_:_1Mtl�TJ <( < <( < '_,'_ ( < AS NEEDED 1=1 ROADWAY ' I ROADWAY 1=1 ROADWAY ROADWAY LVJJ I ' ROADWAY EDGE OF — TYPE A PAVEMENT OR CURB TYPE B TYPE C TYPE D TYPE E INLET PROTECTION CURB INLET NOTES: 1. If required by Wake County, tree protection fence shall be 6. Construction entrance should be installed for each lot and field installed along the rear property line when adjacent to riparian located. LEGEND buffer zones, wetlands and/or 25 foot Tree and Vegetation 7. If the disturbed area is greater than one acre, a custom erosion Protection Zone. If the lot is subject to a municipal planning control plan should be submitted for the 15-day review cycle. The --_._ FLOW DIRECTION jurisdiction, then the builder is responsible for verifying the plan should address berms/diversions and sediment traps and applicable tree protection standards and for installation of tree basins. - SF SILT FENCE protection measures as required by the municipality. 8. If multiple lots share silt fence with none installed between the > > DIVERSION DITCH 2. Install silt fence on low elevation sides of each lot and install silt lots, a revised plan will be required. fence outlets shown on schematic/diagram and as needed. 9. Inlets downstream of disturbances should be protected, streets WATTLE 3. Silt fence should be located at least 50 ft. upstream of water should be swept as needed when sediment is present, and erosion features (ex. wetlands,ponds,creeks, streams,etc.). control measures removed or damaged by sub-contractors or - TP TREE PROTECTION FENCE 4. It is the responsibility of the builder to ensure septic system utilities shall be re-installed at the end of the work day. SILT FENCE OUTLET and repair areas are not impacted by silt fence installation. 10.Details for silt fence, silt fence outlet, construction entrance and 5. Install silt fence in accordance with Table 6.62a below from the other measures are provided on other sheets. o INLET PROTECTION NCDEQ Erosion& Sediment Control Planning&Design Manual: 11.Erosion control details are not drawn to scale. 12.If lots are contiguous and have different land owners, lots can not DRIVEWAY PIPE Table 6.62a Maximum Slope Length and Slope Grade for Silt Fence share the silt fences. Each lot should have individual silt fences. 13.For lots with diagonal drainage flow to one side, utilize .` -1'`' *i 1`,,,..,"-':-"" D1,-4=1, .v-• CONSTRUCTION ENTRANCE Slope Slope Length (ft) Maximum Area (ft2) appropriate lot schematic/diagram and add a note in the Special ecial '. .'.'. . ''''' <2% 100 10,000 Notes section of table on sheet A-3 indicating the direction of flow 2 to 5% 75 7,500 and location of silt fence and silt fence outlet. 5 to 10% 50 5,000 10 to 20% 25 2,500 >20% 15 1,500 cotA • NORTH • TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL A-2 REVISED: 1/2/2020 ENTER THE DRAINAGE PATTERN TYPE (TYPE A, B, C, D OR E) DISTURBED DRAINAGE LOT NO. AREA (ACRE) PATTERN TYPE SPECIAL NOTES Li IA O . g Pic 3 .8o A 58 v .86 A WA COUNT NORTH CAROUM LOT NOS., DISTURBED ACREAGE AND DRAINAGE PATTERN TYPE TABLE A-3 REVISED: 1/2i2020 (ADD MORE TABLE(S) IF NECESSARY) 8'-0" MAXIMUM ♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦/ SILT FENCE FABRIC * ; MINIMUM 10 GAUGE . ♦♦♦4*♦♦♦♦�♦♦♦♦I • ,►♦�j♦♦♦♦♦j♦j♦j!` , ♦♦♦♦�♦♦ INSTALLED STALLED TO SECOND fr�♦�♦♦♦♦♦��♦♦♦♦��♦ LINE WIRES ♦�♦�♦�♦�♦��►j�♦� WIRE FROM TOP i�♦�♦�♦�1j♦�♦��' MINIMUM 12—1 /2 GAUGE x♦:♦:♦:♦:♦4- .:♦:�:♦:♦:I►♦:♦:, ♦; INTERMEDIATE WIRES ♦��♦i��♦i♦ice., ,••��♦i'i��♦i*��♦i�►�; ♦i♦i i#i�i♦i'i`. .�'i♦ice i �i♦i♦i�i'i♦i ♦i * ♦��i�i�•♦.��- - - ,��♦i��i��si♦i♦i�i' �- GRADE ili i1 li II II 1 1 1 II 11 1 II 11 II II 11 Ili ili i1 li ili i1 11 II II IIIIII-11 -III E firll-1iIII�I1 II FRONT VIEWIIII II- 1,111,111 - STEEL POST NOTES: A WOVEN WIRE FABRIC 1. Use silt fence only when drainage area does not SILT FENCE FABRIC exceed 1/4 acre and never in areas of concentrated flow. _ 2. Remove deposited sediment when 50% capacity is Cr) reached and as needed to provide storage volume for FILL SLOPE the next rain event and to remove hydraulic pressure N on the silt fence. Z 3. Inspect silt fence weekly and after each 1" rain event. N ' r`' GRADE it ii- _�!� li— t=711,1—Tii- 8'' MINIMUM COVER Cuily i. SKIRT * III iii11 ANCHOR SKIRT AS DIRECTED 1 ElII iii BY ENGINEER SIDE VIEW WAKE COUNTY NORTH CAROLINA STANDARD TEMPORARY SILT FENCE DETAIL A-4 REVISED: 1/2/2020 4' MIN, H SILT FENCE I■■ q C7 Q Q q / - C-7 t . , _ • ... r .. _ -'r J J l r • - .. TOP OF SILT FENCE _ MUST BE AT LEAST 1' - -- - - ABOVE THE TOP OF -' " THE WASHED STONE -- - - - NOTES: 1. Remove sediment when half of stone outlet is FRONT VIEW , covered. BURY WIRE FENCE, 2. Replace stone as needed to facilitate dewatering. FILTER FABRIC, on low elevation areas STEEL FENCE POS AND HARDWARE 3. Stone outlets should be placedCLOTH IN TRENCH of silt fence and based on field conditions. STEEL FENCE POST 4. Per NCG-01, inspect outlet at least once a week and WIRE FENCE ► SET MAX 2' APART f 12" OVERLAP #57 STONE — MIN. 18" INT❑ S❑LID AND SILT FENCE after each 1,� p rain event. Complete any required HARDWARE CLOTH GROUND repairs immediately. Freshen stone when sediment accumulation exceeds 6 inches. Keep mesh free of debris to provide adequate flow. 5. Hardware cloth and gravel should overlap the silt fence at FILTER OF #5 ••� least 12 inches. WASHED STONE •.; I U I 3' FILTER FABRIC ❑N GROUND °�Ooo o I 09 O O °oor00%�0 cb�Opb°g °Ocb° O o°q�.j,O $on-1(V 80 o�V o o`bo O • 0 ..•.. O°c oocbocb°o°O��o° I - I BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH !!!!!!!!!!::: SECTI❑ \ VIEW WAKE COUNTY NORTH CAROLINA STANDARD TEMPORARY SILT FENCE OUTLET DETAIL A-5 REVISED: 1/2/2020 30-0" MINIMUM BUT SUFFICIENT TO KEEP SEDIMENT ON SITE NOTES: A. 1. Install silt fence or tree protection fence adjacent to 414, construction entrance to direct vehicles to drive on stone. ;=�, �_�______ 2. If mud is not removed from the vehicles traveling over the •''•"'� � a �- 41.1�.1_�.or ��.s sos�o�o�� o � ��oroz ' '�*' stone, then the tires of the vehicles should be washed -�_�_�_� � �.,�- - - -I��'�' . . . :< before entering the public road or the construction entrance `' • •" �" •" • �'� 1 1 1 must be lengthened. Sweep streets immediately if mud is • • •_.•_,. _- = 10-FT MINIMUM 0 R tracked offsite onto public roads. EXISTING .7-'•-'•-'•-'•-'• 2' -3' STONE TO BE USED � � �� -• WIDTH OF PROPOSED 3. Maintain construction entrance in a condition to prevent ROADWAY - -•-! (SURGE STONE OR RAILROAD BALLAST) �� '• DRIVEWAY, WHICHEVER mud or sediment from leaving the site. Entrance will +�•-•t _ — -�-�� IS GREATER. require periodic removal of sediment-laden stone and • .�•�.� s%Via- ";._. .-:• • • '•-'• • • •''OS*LOOS replacement with fresh stone. Immediately remove all •.�. ' � '�' � �"`� mud/sediment/rock tracked off the lot. • 1 I • • 1� • I I • 1-•I� I I� • III • I I,I_I�-1.1� I,I� PLAN VIEW NEW CONSTRUCTION 30'-0" MINIMUM EXISTING ROADWAY IA er . �%. - - ►.. : c � � �-• . •�►� . .FL -•� ....Si• i ANP . -• ..:air' ► -�ft . �' . � % . . —I I`! . _ F. I -I 11—III_ ii 6 MIN. , , , _ � 1 1 � �1 I *_ FILTER FABRIC UNDER STONE AKE CROSS SECTI - \ COUNTY NORTH CAR°L , STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6 REVISED: 1/2/2020 STANDARD METAL POSTS 2' IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF ■■■■■■■■■■■■■■■■■■► BOX i ■■■■■■■■■■■■■■■■■■■► '■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■■■■, IL ■■■■■■■■■■■■■■■■■■r ■■■■■■■■■■■■■v- IR - ■■■■■■■■■■■■r III ■■■■■■■■■■■r ■■■■■■■■■■s iiii ■■■■■■■■■■1 MR ■■■■■■■■■■1 `:■■■■■■■■■► ni ■■■■■■■■■■■\. 1■1 ■■■■■■■■■■■■\. I■■ P ■ ■ P.• ■ ■ ■■ ■IE7\w . 1■■ • Cam%e. ■■■■■■■■■■■■■■1 p .■a��;' °�• .3+ o cP 1■■■■■■■■■■■■■■I � ■NC • cc oc ■■nP.t-ia■■■n■■1 o�.i■�■.� ° 0.o oq�O ■ :��J'r'J.■ynu 0 So. • 11■■■■MCA 0 mMMEmIMEI O 00 o (n .. l■■■i■■im■■►nll� o pcpooto° i I--,IMEN�m'l■■uE,.4 o nu■■mM •mil■■■■I,m---,al'. '. FILTER ❑F #57 �� •. O WASHED STONE •!,•, A��1� �c r1 �J A1i��1•to ��, �?� d� L° o ■rr�1 t ',+�( �� •r�r •°r•r��`= p MINIMUM ABOVE . . . . . . . . . . . . . A.6 o�o•� `, � Q pie o t. e f• p TOP ❑F THE I N �0 �i�■ !� vvN��O ��) B❑X 0o°O o,300 0°00,00 o00°O 0°O�°O o%°O o�°O o%°O 000 O°O- • Q 0 O�p• '• 00 0 oo 0 oo 0 00 0 00 0 3 0 Ca 00 ,� �� r. *� � Oo O O o0 OO O p0 ° 00 0 000° OO O oo° 00 0 000op 00-0. C� No o ®O f 1\ %qo� O o oo0%000o 000 OOo o O cj00 00000 o 0�Q ®O �0 M� o �y V1 ��' O Oo O O�OoO O°p 00 O�p 0 000 O° _000 O O �0 0��'0°O000 ,� o +!'� o ° 0 8 ° 8 ° 8 ° 8(]�° o0 0 ° 0 t.°O g • Q 0-0\J° o Lis-'" 0uO`bo� °uO`bu-,o 0uO` � °VO`� 0 oLl' o °�, �$00 0 0 80 0 $°O o °O $°O o ° $°O o ° $°O o o0O 00 OS o 0 O 8 4''� �a�� 0000°�i0 �o°4�CC ��c�C4Jc� c:1,�o o c00oo�,0no 0 0�Q0-00�,00�Q0�0�,00 Q0-00 oohQ0-0000�°O o °,p�ocr0og°o 0 o b'�0 0 ° cY o ° b' 0 0 cY 0 0 c)p O 0 c O°0° 0 0o OI�oo,o 0 o cb0 °0 o cbo�,o o cbo�,o 0 00�},0 0 4' MAX PLAN VIEW SECTION VIEW NOTES: Inlet protection will require periodic removal of sediment-laden stone and replacement with fresh stone. Inspect periodically and replace stone as needed. keep mesh free of debris to provide --------- - - - - - - - - ------ * adequate flow. WAKE COUNTY NORTH CAROLINA STANDARD INLET PROTECTION DETAIL A-7 REVISED: 1/2/2020 \111 11'1` TOP ELEVATI❑N ❑F ST❑RMWATER ; 0,5'-1' _ #S WASHED 1 MAX. w --1,1��= STONE 71 Q % _ > EXISTING SLOPE `11 �11'- \ - - - - - - ' I .I 1- I-III- II I I- '/// A L B =III III =III-III / =III-I I I #1 RIP-RAP VARIES SIDE VIEW EXISTING SLOPES �=f1 = II�IIIIIII' - -III;III„ =1I VARIES -III-1 II-III_ IIIIIIIII I II I 1 =I NOTES: III-III II- =III-III 11-1 III=III=11 _ ,• 0.5 —1 III- 1. Check dams are used in channels to reduce erosion in drainage 1 all —11=1 ditches. w —1 I11=1 -I 1 I IIlt=i 2. Height and width of the check dams are determined by existing KEYED RIP RAP topography and sediment storage requirement. I 3. Set spacing between check dams so that the elevation at the top _ _ _ _ of the lower dam is the same as the toe elevation of the upper — — — — — dam. :III= —111=1 I _ 11 1 4. Wattles maybe used in lieu of check dams if theyare installed —I 11, IIIIl-1 11=II1 lI I I,:I I #5 WASHED STONE and maintaied asper manufacture's specification. Wattle 1�IIiIlI1"-.II p diameter should be specified based on channel cross section. 5. Inspect check dams at least once a week and after each rain E R 0 N T VIEW event. Complete any required repairs immediately. Remove sediment accumulation from behind check dams to prevent damage to the channel vegetation. Flow should be maintained through the dam. AKE COUNTY NORTH CAR°Lim. STANDARD CHECK DAM DETAIL A-8 REVISED: 1/2/2020 „,, �Z ISOMETRIC / / / / / / / / / \ Air VIEW USE A MINIMUM OF 2 STAKES ON �.•.�:4 �:•;:�:, ` •:,:, TOP OF BANK .00� 0••.•• USE A MINIMUM OF 4 STAKES ON �r o�•,. ,” UPSL❑PE SIDE - �•�:. ;';;� D❑WNSL❑PE SIDE • k I i:'.I. /**.',•**/�♦r�•��Ij S�,�p%j�♦O,/%%/ �• �.' V►Oii�iik��,�4ll�!%�I . •% ,• ••:'�, /`rr�j�� Ij•�sy �� .q♦j ! 1 •I��i;•�/�%�� eI .�,, :r_::e:::-...y:t':j,$��L:SoS, .tk • ♦ WATTLE '1111-n-. hN i ,0. i FL❑W % •*$. :•;:,; ' i"•'&914r /%�V•.$: •' 4'�i � 0 .•t:!ii gig._ElEig : 3, D❑WNSL❑PE �ri�'♦,;�•Q 1.S� ; �� MATTING`/ IG.. !i,� .! D❑WNSL❑PE — `� ; ••• ' . �'....\Niy 4. !`44: p ' ! ;p• i i•s i MATTING DITCH .��:0�� ..�..:� SL❑PE� '....��, 0.��' I I I I I \ 4T \ \ \ \ \ 43f;'� \ \ \ \ \ GROUND NOTES: PLAN VIEW 1. Use a minimum 12-inch diameter excelsior wattle. 2. Use 24-inch long wooden stakes with a 2"x2" nominal cross section. 3. Install wattle(s) to a height on slope so flow will not wash around wattle and scour slopes, or as directed. MINIMUM 4 STAKES ❑N D❑WNSL❑PE 4. Install a minimum of two upslope stakes and four downslope stakes at an angle to MIN, 2 STAKES ON UPSLOPE wedge wattle to ground at bottom of ditch. 5. Provide staples made of 0.125-inch diameter steel wire formed into a u-shape not GROUND less than 12 inches in length. 11 1 1 1 1 1 1 I 6. Install staples approximately every 1 linear foot on both sides of wattles and at each - III- - 1 ' end to secure it to the soil. 7. After installation of staples, check any gaps between wattles and ground with _�1 matting. MATTING -II rl 1 1- V— DITCH SECTION VIEW STAKES WEAVE STAPLES THROUGH MESH ANGLE STAKES TO MINIMUM 4 STAKES ON CASING OF WATTLE WEDGE WATTLE MIN, 2 STAKES ON UPSL❑PE D❑WNSL❑PE ONTO GROUND �� ,i'�`00�0`!�p,•pip�•p!� -p�';•p*p� i ;�p�i 0�0�� 4I Ni ♦GR❑UND . � .v i0. ��*4*��*I T� kWATTL 1,. 'O% *44�**� �j �� MATTING .;, `�� O .iO3; .d .�O0%!�00� � ' *�wiw.� � •�w1 _ MATTING —1 1 1= �� — �- � iittfrr 0 —Ill I =I I I1 1— 1 1 1= -1pp- _ �= •' 1. �� 0p 11-1111 III=11 = 1 1 -1 1=1 1= 1 =1 1—I 1= 1 Iv= I_ STAPLES STAPLES —I �—III—III—III_ 1 II I I- II '- MATTING !!!!!!!!!!::: STAPLE INSTALLMENT_ STAKE INSTALLMENT �, TRAPEZOIDAL DITCH SECTIONS CROSS SECTION SECTION VIEW WAKE COUNTY NORTH CAROLINA STANDARD WATTLE DETAIL A-9 REVISED: 1/2/2020 --m-- —i - 18" EXISTING if ,,1 irEMEMETro Ti .,,,, / =IT_1 1 1111E111E k I III 111=111=111% (MIN . ) GROUND Hi= = I A-, 3'. r i ii BACKF I L L ii.!;,,-,,, ,„, , / i 11 ,,..- r Nve (1_4` " III ( l Ni. --' ..---:- ( -- 7 3 a I 6" - t- ZIII=L1 ( -, (4 — — 111 (MIN.)-1"ff=111E77,-,, ei 14— LI 11 STAPLES ON RI i= 1107,- (5 ( , , ill ,... .........,„ ( 1 11E1 je. \\4\i\\.. ' • -• !'•I\./\\ \\)\\ 1 ' CENTERS BIEHL i .[ `' 10 / =Hi iiEwEii =IIIY, 4 -- .< (i et - . - ' IN TRENCH =111E111E11 11 ( CO ,././ - .'..' . '-' ' i 1E111E1 '-111E1 LEW= '''"-.,,,,,i 4.-•7 1--—10" 111E111 111E111= . . ' , 11_111 111E111 • '' .1 ZWIND Mill.f=1•7•-11I 11...''',110 IIIEIIIE "..,"'''-, --)-.1Thl 111E111- IIIEW= f lEIIIEM ,,.. =111E111—111E111_ 10" c-r-' 111E111E1 I—UIEI // -LB" MIN -rP -.7" c) 6" 1E111E111 111E111E1 STAPLE -I `-- ,•„, 11E111E111 CHECK 11E111E111= MATTING SHALL BE STAPLES ON PLACED IN TRENCH 1 ' CENTERS MATTING IN DITCHES AND BACKFILLED IN TRENCH DIAGRAV 0 17,''; '-'—'. ,;, 7-' ,=:,,, E,...11 _1_Elii_,,11Eliia - -7, ,,. .. ..a - — -ir Stcple '(:_ A3-- 7 Staole ChecK -)attern 1 10" 1 0"--1 1--- W . -, E 70 - L,,,,_ .---. --, __,. /30, - 3' -- ,-----4" (1) -1- B i Staple 1,. — N' ir Check 7—Staple / 9 i --- --- --- X C) 7---- D I AG RAM MATTING ON SLOPES DIAGRAM ...*.r............m. AKE COUNTY NORTH CAROLIN' ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL A- 1 0 REVISED: 1/2/2020 NOTES: 1. All plants designated to be saved shall be protected by fencing, as illustrated. 2. Install tree protection fence at tree drip line or at edge of disturbed area, as shown on plans, prior to commencement of construction. 3. Space tree protection zone signs a minimum of one every 300 feet. The size of each sign must be a minimum of 2' x Q 2' and be visible from both sides of the fence. The sign w must contain the following language in both english& spanish: Q "TREE PROTECTION ZONE, KEEP OUT". Lu 4. There shall be no storage of material within the boundaries CO of the tree protection fencing. FENCE MATERIAL: D 5. Tree protection fencing shall be maintained throughout the 1- duration of the project. z ORANGE, UV RESISTANT HIGH TENSILE STRENGTH n o__ 4‘ POLYETHYLENE LAMINAR o BARRICADE FABRIC o LLI 0 JATTACH SIGN � TO POST - X JJJ O ) ) ) t O( ( )( )( ( X )( )( ).�O ) )( )( ( ( ( ) ) ) )( )( ( ( C] ) )() > > > )( ( )( ( )c ) ( )( )( )( )k )( >) ) ) ) )( ( )( ( )c )( )O )( )( )( )i c )) ) ) ) )( ( )( ( )c )( )c ) )( )O) ) ) ) )( ( )( ( )( )( )( ) )( )( ) TREE ) )( )( ( ( ) ) ) )( )( ( ( ) ) ) )() ) ) ) )( )( )( )( )( )( 1 ( )( ) PROTECTION ) )( )( )( )( )( ) ) ) X )( )( )( )( ) ) ) )( 4' )( ( ( ( ) ) ) ) )( ( )( ( )�AI ( )( 1 ZONE ) )( )( ( ( ( 1 ) ) )( )( ( ( ( 1 ) 1 )( MINIMUM )( ( ( Oi t000( )_ ( )( ) KEEP OUT ) )( )( ( ( ( ) ) ) )( )( ( ( ( ) ) ) )(_:, )( ( ( ( ) ) ) ) X i- Mn ) )( )( ( ( ( ) ) ) )( )( ( ( ( ) ) ) )( ( )( ( ( ( ) ) ) ) 1( )( )( )( )( X1( )I. ( X ) i( ) ) )O( ( ( c 1 ) ) )O( ( ( ( 1 ) 1 )( )( )( )( )( ) ) ) ) )( )( )( )( )( )( )( )( 1( )( )( ) )( ) ) 1( )( ( )( )( ) ) 1 1( )( )( )( )( ) ) ) 1( L ) c--)c--)( ) ) ) ) )( )( 1 )( _Jr )n x) nc�n( )( nn n(-f-x- �c� n(�c�fl1 )nnn K ( GRADE -'11 III 111-111=1 H I I-111-111- 11-111-11 -111-1 IPn IIIIIIIII1111111 111111111 I 11-11 -111-111- 11-111-111-111-111—I-111-111-111-111-11 -111-111- 11— 11-111-111-111— - - - - - - - - I 1 1 - I' 1 I I 1 —I I I I I I I I I I I I I I I I l l�l l ll I I I I I I I I I I I I I I I I I I I I I—I I I I I I I I I I I I I I I I I I I I I I I I I—I I —I I I I I 1 I I I I I I I I I I I I I I I I I— I I—I I I—I I I=1 I — I I--1 1-1 I 1 1 1 1 1 1 1 1 1 1-1 1 1- 1 1 � i ,, , I 1 I I I-I I I 1 1 1-1 1 1-1 1 1-1 1 1-i �i 1 1 1 1 1 1-1 1 1- 1-1 1 1- I-1 1 1 1 1 1 1 1 1 1 1 1 I—=-1 I I - — = -I I I 1-1 - _- 2' MIN.- =1 1 i-I 1 i- i-111-111=11,_ _ L. 4 -1.--1 \' 1 .33 Ibs/LF STEEL POST MINIMUM ip:............ime AKE COUNTY NORTH CAROLIN, STANDARD TREE PROTECTION FENCE DETAIL A- 11 REVISED: 1/2/2020 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH 1 EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER Implementing the details and specifications on this plan sheet will result in the construction -A --�� visa; 2. Provide drip pans under any stored equipment. _ _ _ , �,• ` activity being considered compliant with the Ground Stabilization and Materials Handling ,"�'�, .t 1 �I ,. 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a. ,,, ,,,, i� ...� sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The ■ .n.Q p Y)• project. w I��„�;I hi ',joi permittee shall comply with the Erosion and Sediment Control plan approved by the I ii ri delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as -- .46 �` j�,ivi,Z,�� „ . may delegatedauthority jurisdiction. hazardous waste(recycle when possible). not apply dependingon site conditions and the having ��W 5. Remove leaking vehicles and construction equipment from service until the problem �."e'er•.%`.• s "`"'a,,.° raw. "°'°"" has been corrected. 1`T Lour= siw•.n F .J mocrz AI .0 R.nc W TE IVOR SECTION E:GROUND STABILIZATION I I •n•m.nrvaw••.•n•o«u M.XIM,•,.SOLID IC NOM.M. LIMO MIMI 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum productsSOLID MIMS IDS' `" MID.TO MVOS MOS. Required Ground Stabilization Timeframes even 1.101SS „0,.,.,�m,,A even ' IIIMIDIWID to a recycling or disposal center that handles these materials. C•�•NM.,,.M a•.....VV •.yp=,pp••.C„R Stabilize within this ; K""" many calendar Timeframe variations grl nW r,RA1(E1F.1E f8Y2 VACVf11T CTRIICTliPF ABOVE GRAn ur STRUCTURE Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local (b) High Quality Water 7 waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. HOW Zones None 4. Locate waste containers on areas that do not receive substantial amounts of runoff (HOW) 3. Manage washout from mortar mixers in accordance with the above item and in If slopesare 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within (c) Slopes steeper thang 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an -7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it (e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. Temporary Stabilization Permanent Stabilization i on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of •Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. • Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. • Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace without temporary grass seed • Hydroseeding with properly operating unit. •Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES • Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label • Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the •Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. •Rolled erosion control products with grass seed available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water or surface water. If a spill occurs,clean area immediately. 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. 4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. offsite. "'; f'r:r,x\`, NORTH CAROL!NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover i 1 or surrounded by secondary containment structures. -h Environmental Quality For questions and assistance, please contact NCDEQ at 919-707-3639. NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING A- 12 PART Ill PART III PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours. performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or (1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA "zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85. approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. and within 24 3. Name of the person performing the inspection, construction phase. hours of a rain 4. Indication of whether the measures were operating event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the 6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. discharge 7 calendar days 2. Date and time of the inspection, outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact 24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800) site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368. and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. hours of a rain the site limits, event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a (where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. accessible) event>1.0 Inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment- 24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional (6)Ground After each phase 1. The phase of grading(Installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff stabilization of grading measures,clearing and grubbing,Installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance with the federal or state impaired-waters conditions. activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification electronically available records in lieu of the required paper copies will be allowed if 2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. timeframe or an assurance that they will be provided as 3.Documentation to be Retained for Three Years substances per Item soon as possible. 1(b)-(c)above All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated . areport atleastten days re the dote theb NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] pY before of bypass,quality possible. bypasses[40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)J effect of the bypass. PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that indudes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e)Noncompliance • Within 24 hours,an oral or electronic notification. Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not health or the been corrected,the anticipated time noncompliance is expected to (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, ��._•_ (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and t f-t a , NORTH CAROLI NA (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. •Environmental Quality For questions and assistance, please contact NCDEQ at 919-707-3639. NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING A- 13 Temporary seeding recommendations for late Winter/Early Spring Temporary seeding recommendations for Summer Temporary seeding recommendations for Fall Seeding Mixture Seeding Mixture Seeding Mixture Species Rate (Lb/acre) Species Rate (Lb/acre) Species Rate (Lb/acre) Rye Grain (green) 120 German millet 40 Rye Grain 120 Annual lespedeza(Kobe in Piedmont and Costal Plain) 50 Seeding dates: Seeding dates: Piedmont- May 1 -Aug 15 Piedmont- Aug 15 - Dec 31 Omit annual lespedeza when duration of temporary cover is not to Coastal Plain- April 15- Aug 31 Coastal Plain- Aug 31 - Dec 31 extend beyond June. Soil Amendments: Seeding dates: Soil Amendments: Follow recommendations of soil tests or apply 2 tons/acre Piedmont and Coastal Plain- January 1 - May 1 Follow recommendations of soil tests or apply 2 tons/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Soil Amendments: fertilizer. Follow recommendations of soil tests or apply 2 tons/acre ground Mulch: agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Mulch: Apply 4,000/lb/acre straw. Anchor straw by asphalt tack, Apply 4,000/lb/acre straw. Anchor straw by asphalt tack, netting or a mulch anchoring tool. A disk with blades set Mulch: netting or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulching anchoring tool. Apply 4,000/lb/acre straw. Anchor straw by asphalt tack, netting or nearly straight can be used as a mulching anchoring tool. a mulch anchoring tool. A disk with blades set nearly straight can be Maintenance: used as a mulching anchoring tool. Maintenance: Repair and maintain damaged areas immediately. Topdress Re-fertilize if growth is not fully adequate. Reseed, re-fertilize with 50 lb/acre of nitrogen in March. If it is necessary to Maintenance: and mulch immediately following erosion and other damage. extend temporary cover beyond June 15, overseed with 50 Re-fertilize if growth is not fully adequate. Reseed, re-fertilize and lb/acre Kobe (Piedmont and Costal Plain) in late February or mulch immediately following erosion and other damage. early March. Seedbed Preparation: 1. Chisel compacted areas and spread topsoil three inches deep over adverse PERMANENT SEEDING REQUIREMENTS FOR soil conditions, if available. SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) 2. Rip the entire area to six inches deep. 3. Remove all loose rock, roots and other obstructions, leaving surface reasonable smooth and uniform. Date Type Planting Rate 4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix 300 lbs/acre with soil (see mixture below). Aug 15 - Nov 1 Tall Fescue5. Continue tillage until a well-pulverized, firm, reasonably uniform sedbed is prepared four to six inches deep. Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye 300 lbs/acre 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. Mar 1 - Apr 15 Tall Fescue 300 lbs/acre 7. Mulch immediately after seeding and anchor mulch. 8. Inspect all seeded areas and make necessary repairs or reseedings within the Hulled Common 25 lbs/acre planting season, if possible. If stand should be more than 60% damaged, re- Apr 15 - Jun 30 Bermudagrass establish following the original lime, fertilizer and seeding rates. 125 lbs/acre (Tall Mixture: Tall Fescue AND Browntop Fescue); 35 lbs/acre 3 tons/acre in clay Limestone - 2 tons/acre * Jul 1 - Aug 15 Millet or Sorghum-Sudan Browntop Millet); 30 Agricultural ( soils) Fertilizer - 1,000 lbs/acre - 10-10-10 Hybrids*** lbs/acre (Sorghum- Superphosphate - 500 lbs/acre - 20% analysis Sudan Hybrids) Mulch - 2 tons/acre - small grain straw WAKEAnchor -Asphalt emulsion at 300 gallons/acre COUNTY NORTH CAROLIN' SEEDING REQUIREMENTS A- 14 REVISED: 1/2/2020 NOTES: 1. Construction details provided in this standard plan are NOT drawn to scale. 2. These details are for lots with less than one acre of land disturbance. 3. If the land disturbance on a single lot is greater than one acre, a custom plan should be submitted for the 30-day review cycle that addresses berms/diversions and sediment storage traps and basins. 4. This document is a guideline to control sediment onsite for single family lots with a disturbed area of less than one acre. Additional sediment control measures may be needed on a site-by-site basis. 5. Additional information on specification and installation guidelines can be obtained from the State Erosion and Sedimentation Control Design Manual. https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control REFERENCES: City of Raleigh, Stormwater, Standard Details https://www.raleighnc.gov/business/content/P1anDev/Articles/DevServ/DrawingsStandardDetailsIndex.html) Delaware Erosion and Sediment Control Handbook NCDEQ, Division of Energy, Mineral and Land Resources, Mooresville Regional Office, Typical Lot by Lot Sediment and Erosion Control Plan. NCDEQ Sediment and Erosion Control Design Manual, May 2013. (https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-guidance/ erosion-sediment-control-planning-design-manual) Town of Cary, Standard Detail Drawings (https://www.townofcary.org/business-development/developing-in-cary/standard-detail-drawings-2017) Wake County, Sediment Control Details (http://www.wakegov.com/water/stormwater/erosion/Pages/erosionspecs.a spx) The Nau Company, Standard Single Lot Erosion Control Template (www.thenauco.com) NCDOT, Roadside Environmental Unit, 2018 Roadway Standard Drawings, Division 16 Erosion Control and Roadside Development AKE COUNTY NORTH CAROLIN OTHER NOTES, REFERENCES AND ACKNOWLEDGEMENTS A- 15 REVISED: 1/2/2020