NCC233214_Site Plan or Location Map_20231027

JOHN MCMILLAN RcIOAO
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GROUND STABILIZATION CHART
SITE AREA STABIIJZATION STABILIZATION TIME 009 m wne wne vzlK�yevevi Nc zeros
DESCRIPION TIME FRAME FRAME E%CEPTIONSomwlmD+xsan I910-1M Ic96a
PERIMETER DIKES, NOTIFICATION OF COMBINED SELF-MONITORING AND EROSION CONTROL NOTES
SWALES,DITHCES 7 DAYS NONE SELF-INSPECTION FORM:
AND SLOPES 1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
HIGH QUALITY WATER THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN FENCE WHEN IT BECOMES ABOUT 0.5'DEEP AT THE FENCE.
(HOW)ZONE$ 7 DAYS NONE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
IF
LAND-DISTUR
ING ACTIVITIES INSPECT A
CT AFTER
TMANE3 STEEPER 7 DAYS LESSSIN E LENGTH AND
THAN 2RE EROSIONPHASE O ANDBS DMENTF THE TATION TO MCONROL PLAN AKE SURE TES BEINGTHE PROV DH MAINTAIN A PROPER BARRIER
2 OR
PERMANENT FACCILITEMPORARY �ES NN N ENDED TROL ATOLICONTROL TIES EROSION OFRO14 DAYS ARE ALLOWED FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLEDINSPECTIONS TOOK EFFECT OCTOBER 1,2010. BEFORE ANY EARTH DISTURBANCE OPERAIONS TAKE PLACE ''tt =:1
SLOPES 3:1 OR 7-DAYS FOR SLOPES OR AT THE EARLIEST POSSIBLE POINT DURING 4 $EA
FLATTER 14 DAYS GREATER THAN 50 FEET TO NPDES ELF DOCUMENTATION OF SELF-INSPECTION AND REPORTS CONSTRUCTION. Dp7q _
IN LENGTH AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES w`W'-V}W/_�u�i
9H NONE DEVELOPED A COMBINED FORM.THE SELF-INSPECTION SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR
ICJ. ALL OTHER AREAS (EXCEPT FOR PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORM � GINE,,.••• O
pvo WITH FLATTER 14 DAYS PERIMETERS ONE$)D CONSPROGTRUCTTIF IONT ACTIVITIES.STORMWATER THE FOCUS OF PERMITT FOR CAROLDESIGNINA MANUAL ON AND SEDIMENT CONTROL PLANNING AND kt: ;'0 1111,8P
0o NORTH MAINTENANCESELF-INSPEC¶OR OF EROSION AND SEDIMERT IS THE NTATIOON N CONDTROL 4. OFFICETHE AT MINIMOR MUST UM OF 48 HTIFY THE HOURS PRIORPROPRIATE TO BEGINNINGDEQ
ANY
— — — _ MEASURES ACCORDING TO THE APPROVED PLAN.THE LAND DISTURBING ACTIVITIES.910-433-3300 U�'US 23
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE
VICINITY MAP / I `/ ! Or ` THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS.
OOI� 00T �T COHTTP://PORTAL.NVER IS ICDENR.ORG/WEB/LR/EROSION ACCESSEDSHED.THE FORM CAN BE AT: REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING
NOT TO SCALE / „ ¢' i, SF SF— \QO7\ OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEETFROM ANY WAY OR DRAINAGE REVISIONS
/ / O / SF`�\� \ \ IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, CHANNEL IF RELMAINING FOR IC OR TMORE E gTTHAN SEVEN DAYS,
R i ) PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910)
/ Kam' 433-3300. STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS,
/ "SOE �� f, \OG\ \ OR OTHER MEANS.CONTROL EROSION FROM ALL
_ SR 22,46 _ \ STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
/ / �E \ (� \ \ TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
/��� I \ MUST BE NO LESS ER THAN FIVEDFEET FROME THE
��$\/L/i \ O9 , �'\_ \ DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
5 � Y MORE THAN 24 HOURS.
LEGEND: / / / 26 �� C-L' p y \ �`\ \ 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL
R/W-RIGHT OF WAY / / / up �L .� DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE
PROPERTY LINE Z / / \ �` ! 0� 's \ AREA HAS BEEN STABILIZED.INSPECT TEMPORARY EROSION
..
/ °-- 31 AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
— — —ADJACENT PROPERTY UNE - %' \ \ \ \\ \_ _ .1 REPLACE DETERIORATED,DAMAGED,OR ROTTED EROSION
—--—RIGHT-OF-WAY .,68 \ J \ ,� 1 CONTROL DEVICES IMMEDIATELY.
p ! \ \ 8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
-270—MAJOR CONTOUR / , // Q 10 \ DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
2]a—MINOR CONTOUR /160 I \\ 4S/ ! O� \ FINAL STABILIZATION AND PERMANENT VEGETATION HAS
—s—s—SILT FENCE UNE / �0 "i'' / BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ
_ �( \ APPROVE THE ACTION PRIOR TO REMOVAL.
LIMITS OF CONSTRUCTION I 27\� Vo) / 25 \!� \ 0t I �\ \ \ 9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
OWLET PROTECTION \ �\ �,•" \ CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
V
10.THEI INSTALLATION OF EROSION CONTROL MEASURES SHALL
__ \ \ TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
! ‘‘_.11_,1 ��// 1 ACTIVITIES.
•` \� �(+ L 11. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
\ ).1 '
4/ .�''��' \ \ , \ \ ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
Y / , PERFORMING WORK ON THIS PROJECT.
12.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
24 !� I V ` \ \ / CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
!O V J RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
�� / \ ONCE EVERYT WEEK.ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. PROJECT NAME
I 164 13.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED
\ / \ /' �I SLOPES AND FILLS SHALL BE NO GREATER THAN THE
\ —160 J ' 28 ,Q. \ �j 13,,,,---_,,,,,
c,�lg / 12) ` ` . OTHER ADEQUATE ANGLE THAT CAN EROS EROSIONE RETAINED
CONTROL DEVICES OR COVER OR ,
CONSTRUCTION SEQUENCE J\�\\\ / \ 620) , / + STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL OF ANY �--�A L S FARM
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND �6 \ �� \ \ . �SE.� C" p PHTASE OF GRADINGHIN 7 OR 14 ,BED PLANTED OR OTHERWISE DAYS OF OON PROVIDED /'
2 NOTALL STONE PRE STRUCTION CONSRUCIONFERENCE.ENTRANCE AND TEMPORARY 00' \s1 ` /' !Y ORWITH STRUCTURES OR PERMANENT SUFFICIENT TO RESTRAIN EROSION.DEUCES
SILT FENCE WHERE SPECIFIED. PURSUANT TO G.S.113A-57(3),PROVISIONS FOR SUBDIVISION
3. CLEAR AND GRUB THE SITE AS NEEDED. 1 \ .TOTAL DISTURBED AREA: PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
4. FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED \� �.4 T __ 1D.5 AC MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
AREAS. G/ '1 90 CALENDAR DAYS FOLLOWING COMPLETION OF LOTS Q
5. UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO \ N \ Y' 13-� ` CONSTRUCTION OR DEVELOPMENT. LC 1�./ �/'1 O'
REMOVE ALL TEMPORARY MEASURES. 14.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED \ NN \, ��G. \ / CONTROL MEASURES SHOWN AND ANY ADDIIONAL /�/�
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND m �i / 22 \ MEASURES
COURSE REQUIRED
CONS R CTION CONTROL THE SEDIMENT DURING 7�-/N' & 28
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. ✓''_ 5 / L�/
7. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL r` 1�0 \ 15.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST ` / 'r'1 C\/ / ARISE ON SITE IS GREG CAULDER.CONTACT
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF ` C1 O0 ! \: \
(919)-802-4959.TERMINATION(NOT). THE NOT IS AVAILABLE AT: _HTRS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. I / \ tPLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE / \
OF TERMINATION PROCESS. I / 9Q I\p` / / \ \
/ / / • '5n'/s'916'1, �`y'S 21 \ / / ' \ OVERALL
BRANTLEY ALLEN TURNER&N/F / \ O0 ! / \ \
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IS ,$ I PB 51,PG 48 INFORMATION USED FOR THIS SITE WAS PRO DED BY HASTY Lumberton,North Carolina 28360
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�+ ILAND SURVEYING,PLLC,102 SHANNON ROAD,RED SPRINGS,NCPhone:[phone]
! 28377,910-843-4510.\ \ o I THE SURVEY CAN BE FOUND AT CUMBERLAND COUNTY
REGISTER OF DEEDS IN PLAT BOOK 148,PAGE 29 RECORDED
I \ . ❑2 I I MARCH 16,2022.
M 1 \ \ 1��4s��E �SECO� \ I PROJECT INFORMATION
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Know what's below. I I ( SEPTEMBER 5,2023
Call before you dig. I I SHEET NUMBER
( IN FEET)
I I 1 inch= 100 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C '0
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`/ ,0.- —RIGHT-OF-WAY DRAWN BY: BRETT
• S. / / \ r \,00'\ \ \ "(C�`� 270—MAJOR CONTOUR CHECKED BY: SCOTT
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DB 11522,PG 491
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT IOU'632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
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/ _ NUMBER: 1950
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ERNEST T CANADY&
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DB 2381,PG 611
HORIZONTAL:1"=50'
DATE RELEASED
8I1 e ` GRAPHIC SCALE
I
AFI i I SEPTEMBER 5,2023
Know what's below. ( IN FEET)
I
Call before you dig.
1 inch= 50 ft. SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
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1.UNLESS OTHERWISE INDICATED,ALL VEGETKOVE AND 7.ALL DISTURBED AREAS ARE TO ORMN TO APPROVED SEDIMENT wne wlM M.Fayetteville,NC 2e306
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES LOCATION-LOCATE CONSIRUCTION ENTRANCES AND 001w I0UI.4M-6Zl!fax I010-426-117/7 license nurnber IG2304
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH
ACTIVITIES AND DURING SITE
MINIMUM AVOID STEEP GRADES
STANDARDS AND
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EROSION
0.ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWIS
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS SHALL THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHOR, IMPROVED BE SODDED OR SEEDED AS INDICATED AND E GRAVEL CONSTRUCTION ENTRANCE S
ONE VVEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE. E STABILIZED.
DISTURBINGWEEK PRIOR TO THE COMMENCEMENT OF LAND MAINTAIN AT NO ADDITIONAL EXPENSE TO WE OWNER.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR LATE WINTER AND EARLY SPRING] SEEDING MIXTURES: ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION 0,DURING DEWATERING OPERATIONS WATER SHALL BE PUMPED CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE: INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO ENTRANCES AT HIS EXPENSE UNTIL FINAL 111111111111/////
SPECIES RATE(LBJACRE) SPECIES RATE ILBS.IAGRE) RECEIVING OUTLET. O / gCCEPrgncE. `♦\t'���RO/
RYE(GRAIN) 120 TALL FESCUE 80 ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. 10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROLOP `�.• /.,/
OMIT ANNUAL LESPEDEZA WHEN DU RATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE. SERIANNUAL KOBE LESPEDE. 50 ICCEA LESCOLA PEDEZA SS 30 PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.50 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT. JOVVG NNNTBxAxcB ` 1. '
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KOBE LESPEDEZA 10 EFFECTIDE VENESS
E EROSION CONTROL DEVICES SHALL BE SEA =
SEDIMENT FROM LEAVING,.CONSIRUCTION SUE.THIS MAY
SEEDING DATES: NG LAND OTHER THAN INDICATED ON THESE RNS(IINNCLUBING IDINGGUT NOTVITIES IN E / $p - AFTER EACH
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PRIOR TO
14.
ANUARY 1-MAY 1 SEEDING NOTES: /0%n AND
1.FROM SEPT.1 TO MAR.1 USE UNSCARIFIED SERICEA SEED. A551THBI0 CONTRACTOR, SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT . CLEAN IT OUT AS NECESSARY.ISMEDIATELY REMOVE ALL
(�yj_1L1J�L
MATERIALS SPILLED WASHED GRTNACItED ONTO CVY SOIL AMENDMENTS: 2.ON POORLY GRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE. v . G E .R DIRECTED THE 14
., IN,.
PUBLIC ROADWAYS.
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FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND TSO 3.WHERE A NEAT APPEARANCE IS DESIRED,OMIT SERICEA AND INCREASE KOBE T040 LB./ACRE. ENGINEER.NCOENRS FINAL APPROVAL IS REQUIRED, / $ (L \
A SUPPLEMENTARY EROSION CONTROL PLAN TO GROUND COVER BEEN ESTABLISHED E oBJECDIXUBLE MAIER
REV EW AND NCOENR REM ONAL OFFICE FORAPPROVAL.
LB./ACRE 10-10-10 FERTILIZER. CONTRACTOR AT N SEPARATE
RED AND SHALL THE INSTALL a /*AinI B\\\\
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NECESSARY MEASURES AT NO SEPARATE PAYMENT.THE 12.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE � � .N�x
MULCH: BETWEEN APRLIS AND AUG.I5,ADD fOLB.IACREOFGERMAN MILLET OR 15 LB.IACRE SUDANGRASS.PRIOR TO MAY CONTRACTOR SHALL AMENDED
PER THE OWNER AND THE ENGINEER REQUIRED ALL
CONSLL TRUCTION
ACCESS
ON STAGING ATIONINTO EA NONNTRANCES-PAVED AREA.
�+'
APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT.NETTING,OR A MULCH ANCHORING TOOL. OR AFTER AUG.15,ADD 25 LB./ACRE RYE(GRAIN). COPY OF THE PMENDED PERMIT. ALL CONSTRUCT ON ACCESS LOCATIONS INTO NONSAVED AREA. U -` 23
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IS RESPONSIBLE FOR INSTALLATION OF ANY C' U
SEEDING DATES:
F
5.THE
MAINTENANCE: BEST POSSIBLE SEDIMENTATION AS DETERMINED BY EITHER NCDENR AN
CONTRACTOR
AGGREGATE ^'1-
REFERTILIZE IF
EROSIONOROTHERDMIS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EARLY SPRING: FEB.15-MAR.20 FEB.15-APR.30 OR THE ENGINEER. DISTURBED CREEK AREA SHALL BE STABILIZED 6"MIN.THICKNESS
EROSION OR OTHER DAMAGE. FALL: SEPT.1-SEPT.30 SEPT.1-OCT.31 IMMEDIATELY. REVISIONS
2-3'COURSE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR SUMMER] SOIL AMENDMENTS:
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST,OR APPLY 3,000-5,000 LBJACRE GROUND AGRICULTURAL
SPECIES RATE ILB.IACRE) LIMESTONE(USE THE LOWER RATE ON SANDY SOILS)AND 1,000 LBJACRACC E 10.10-10 FERTILIZER.
GERMAN MILLET 40 MULCH: NTS
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR STRAW BY
A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE. TACKING WITH ASPHALT,NETTING,OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL.A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 3 GENERAL EROSION AND SEDIMENT CONTROL NOTES 4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SEEDING DATES:
MAY 1-AUGUST 15 MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE,REFERTILIZE IN THE SECOND YEAR,ACCORDING TO THE SOIL TESTS OR
SOIL AMENDMENTS: TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER.MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. xlraxcixE Mar T ''''
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LEIJACRE GROUND AGRICULTURAL LIMESTONE AND]50 RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. wsn. awTxB nlBxw.RIP
LB./ACRE 10.10.10 FERTILIZER. o sxALL nAVEAs,rvwux OFew,RBs tMTH,x s)AV SPACING.
MULCH: SEEDING SPECIFICATIONS \\\\\\o3I//// STEEL Ts mlx.ioae.wwE
721 SIMPLES 1.1/25 LONG.FABRIC LSAT DEFEROLMLES-50 SUCH
APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. IEEE ss=LLI BASIN BELOW) MN.r
SEEDING MIXTURE: srgvm
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. \ �� f ,Dnlrv,zvz GP. BEPuceO BvcaxTRgcTORATcoxmpclows BxPErvsB.
MAINTENANCE: SPECIES RATE(LB./ACRE) \�\ \\\11 I I I/// 1ply RAP HEADWALL
...
;,,110'ra�"'Ew THESFJFFASTENFn ANGLESTEELttPE °xosxuL BE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING COMMON BERMUDAGRASS 40.80(1-2 LB./1,000 FP) \ _ , \,1111,,1,,
EROSION OR OTHER DAMAGE. \� ..NN11111111
COASTAL PLAIN: APR.-DULY / ///I//ll�lll\\\\\ tT THICK MN
, \s"`;,` A.coxmwcToxsxuLluv EwsLTFBrvcE ONCE FOR WEEK
SEEDING DATES: \� , AND AFTER EACH RAINFALL OCCURRENCE.ANY NECESSOLIV
EFFECTIVENESS OF
TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR FALL) ` `I� TxEOEVICESHULBE::::D::..
STONE
SEEDING MIXTURE: SOIL AMENDMENTS: / �I PaessuR DTO''''''
SPECIES RATE(LBJACRE) APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST.OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE / / ED SToBgGE AREA STEP STEP B oxixB FBxcBAs xBBOso.
5.TEDFORD,/REPSLIE5 SHALL 5105 BE REMOVES VI THE
RYE(GRAIN) 1. AND 500 LB./ACRE I0-10-10 FERTILIZER. /PVIEWED"''
IMENT CONTRACTOR UnrnCnii6 AM.+IS APPROVED BY AN NCLIENN
MULCH: NOT TO SCALE mBNcxgrvOn,Pxeaou*a mTxEmENCH. FExcEBUmeOFABBIcsxuLNOTBS VISIBLs OxmI
CBUT NGORpI7.:Z EAlssr . BOwmex TxE
SEEDING DATES: USE JUTE,EXCELSIOR MATTING,OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
AUGUST 15 A DECEMBER 30
CHANNELS AND DITCHES.THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW.ON UGD�
SOIL AMENDMENTS: CHANNEL SIDE SLOPES ABOVE THIS HEIGHT,AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS,APPLY 0,000 \zot, \Vi RIP RAP DA.GROUND
_• posrsuue oc
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND LBIACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. sT ��,nm
1.000 LBJACRE 10.10-10 FERTILIZER. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG FA WIRE vsxe
DRAINAGE DEVICES. FLos E FLOWN l K i FILTER
MULCH: T\ -�l if1� _ i i WIRE STAPLES 1.1,2,0rva PROJECT NAME
APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. \ FILE RRFgBRC ERT {�3R �I-�
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: MAX.SEDIMENT WARRED Ins IV RAP CONSTRUCTION SPECIFICATIONS. ±I— �_ I
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT.INSPECTION AND REPAIR MULCH FREQUENTLY. ICLLAry ouTpolN» s]oNE ±I` rvBn
MAINTENANCE: REFERTILIZE THE FOLLOWING APR.WITH50 LB./ACRE NITROGEN. OF INSTALL THE CLASS ALLl OR DEBRIS.
LASS mpRAP lrvgs[MICIRCIE AROUND W I o EixOimiry
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH.IF SECTION TH CULVERT PIPE LA I!Ti x .5.cx H A L L'S FARM
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEE°WITH 50 LBJACRE KOBE LESPEDEZA NOT TO SCALE SHOULD BE To II
IN LATE OR EARLY MARCH. MAINTENANCE. m Ixroca/OUNO
SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK
UTSIDE OF TNE STONE HORSESHOE 18,BELOW NAPJFIAL GRADE.
EACH EMO,.SEDREN ANDRES.aST TD RL RET AFT 5.ER NOR SSIONANDESTA WITII aNOGNALG INGELEVATIGNS.COMPACT MAINTE ,ISLE STEP SECTION AA SUBDIVISION
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ECT SEDIMENT
S Pi LEAST ONCE A WEEK AND
X RAINFALL MARE ANY
RED
ESE E�oE s�M �aERa P�EOIMMEoa:E: FROM R °NETMDIMENT°°EASP RE FENCE DEA � ORAGEVOLUMEEO—E15 REPAIRS
LOTS 9,10,
NTS STABILI./1FTER NTS
THE 1 TEMPORARY SEEDING SPECIFICATIONS 2 PERMANENT SEEDING SPECIFICATIONS 5 ROCK PIPE INLET PROTECTION 6 oxINmOTIXMC INAGEARADXBBEEry ao=SILTERLV STABILIZED AFEND ENCEEMwL 17-26, & 28
EROSION
CONTROL
DETAILS
CLIENT
GMC
CONSTRUCTION OF
NC, INC
9820 US Hwy 301 North
Lumberton,North Carolina 28360
Phone:[phone]
W. PROJECT INFORMATION
R DESIGNED BY: BRETT
DRAWN BY: BRETT
CHECKED BY: SCOTT
PROJECT NUMBER: 1950
DRAWING SCALE
NOT TO SCALE
4-3
DATE RELEASED
SEPTEMBER 5,2023
a
SHEET NUMBER
C-1M3

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE `�4Ds�te
THE NCGD1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles ande equipmentprevent dischare of fluids. STRUCTURE WITH mason �Jsolutions
Implementing the details and specifications on this plan sheet will result in the construction quipmen g
2. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling "1 a9�••^^_ t -S
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ` ; .'"."„`•�/��`•' Civil engineering I land surveying
sections of the NCG01 Construction General Permit(Sections E and F,respectively).The wl"IN s• a -
permitteeshallcomply with the Erosion and Sediment Control plan approved by the project. �"'''�$\�[� I„[,I{rrl It i ezreos ei 1910-0.wnevz.FnsenuneerrI sasos
:-.'.�:". �•••!P_i6••' k '{" , amwls10s2F6T fal9l0-CM IG96a
4. Collect all spent fluids,store in separate containers and properly dispose as - '1� j�,-,�,�,�/ 1�
delegated authority having jurisdiction.All details and specifications shown on this sheet 4p4t4•dWon•wm
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible]. STMT.
5. Remove leaking vehicles and Construction equipment from service until the problem "*"' . 74""'�"®`"
has been corrected. �� """„„ 7 `� "" `"'�"°°'"
SECTION E:GROUND STABILIZATION TT 5. ern...
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products eeu "w"'m aeu w „,,,'�^.,,,,
to a recycling or disposal center that handles these materials. •e,�.w.s.IEUNI 2 it.2"" 2..>.'1.
Stabilize end this min rg,rn� NICW N \\\� 111111/O
Site Area Description many calendar Timeframe variations r"''IEYn` \\ CAR
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE �2p.•5Q •.a S/
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. 99
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS •y�SEA <2 C
swales,ditches,and 7 Nate receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. Dp7q _
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 A••tW/a�u .
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
GINE•• O
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and inj SC (L \\
(cl Slopes steeper than If slopes are 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 //////�11iIIt8`\\
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 of lot perimeter silt fence.
allowed provide secondary containment.Repair or replace damaged waste containers. q. Install temporary concrete washouts per local requirements,where applicable.If an ,l -`�'l
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during Ames 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 HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk REVISIONS
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.
50
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least erfeet from storm drain inlets and surface waters unless it
(e) Areas with slopes 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface an be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1 there is zero slope waters unless no other alternatives are reasonably available. install overfion of storm drain inlegs)closest to the washout which could receive
3. Contain liquid wastes in a controlled area. spills or overflow.
grounAfter the permanent cconvert df construction a rounids,abilzatio temporaryas
sn senI 7. entranwashouts ro t easily accessibleou ddai on level grou andinstall uia stone
the
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 PermanentStabilbatlee one 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 tacklflers 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 reinforcementmatting 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 coves 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.
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or ssible surface
or atere If a they may spur,oclean into wellsimm,stormwater drains,ground water PROJECT NAME
surface water.If s spillm 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 NCDWR List of Approved PAMS/Flocculonts. 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 HALL'S FARM
3. Applyflocculants at the concentrations specified in the NC DWR List of Approved asvegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculonts 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. SUBDIVISION
offsite. 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 l�1
�d' EnvironmentalQuality LOTS 9,10,
or surrounded by secondary containment structures. ,_
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
17-26, & 28
PART III PART III PART Ill
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 PermiStees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site.The
which it is safe to perform the inspection.In addition,when astorm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (ai Visible sediment depogitioninagtteamorwe=land. EROSION
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner
performed upon the commencement of the next business day.Any time when inspections described: (b) Oil spills if: CONTROL
delayed shall be noted in the Inspection Record. • They are 25 gallons or more, CONTROL
Bert to Document Documentation Re • They are less than 25 gallons but cannot be cleaned up within 24 hours,
quiremaete •
• They cause sheen on surface waters(regardless of volume),or
p erasuenor(dur inspection records must include:
(a)Each MSC Measure has been installed Initial and date each E&SC Measure on a copy DETAILS
is pudneEn�rsl and does not significantly deviate from the of the approved E&SC Plan or complete,date • They arewithin 100 feetof surface waters(regardless of volume).
(cl Rain gauge y locations,dimensions and relative elevations and sign an inspection report that lists each
mainMined in If no daily rain gauge observations are made during weekend or Daily rainfall shown on the approved E&5C Plan. E&SC Measure shown on the approved MSC (a) Releases of hazardous substances in excess of reportable quantities under Section 311
good Ming holiday per.,and no individuaklay rainfall information is Plan his documenMtion is required upon the
_ of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
order initial EMT
asurion pf are mods Measures a initial
vs land the f&SC Measures are modified after in�ial (Ref:40 CFR 302.4)or G.5.143-215.85.
need"zero."The permit-tee may attended Days on which no rainfall
use another rain-monitoring device
installation.
approved by the Division (S)A phase of grading has been completed. Initial and date a copy of the approved MSC (b) Anticipated bypasses and unanticipated bypasses. CLIENT
(z)Eg.SC At least once per 1.Identification of the measures inspecMd, Plan or complete,date and sign an inspection
Measures 7 calendar days 2.Date and report to indicate completion of the
and within 24 3.Name°t construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours eta rain z inch in P<Mnofwcrnv,inemcasureswereoperatine (c)Ground cover is located and installed Initial and date a copy of the approved E&SC environment. GMC
24 hours Scrlption of maintenance needs for the measure. in accordance with the approved E&SC Plan or complete,date and sign an inspection8. 1Y1
(3)st er ca n,evidence,and date of corrective lls inspected, Stapes Plan. report to indicate compliance with approved 2.ReportingTimefram d OtherRequirements
CONSTRUCTION OF
discharge 7 calendar days 2.Date and time of the inspection,mwa< ground cover specifications. After a permittee becomes aware of an occurrence that must be reported,he shall contact
Data II(so0s) inspect., (d)The maintenance and repair Complete,date and Agn an inspection report.hours of a rain 4.Evidence of indicators of the appropriate Division regional office within the timeframes and in accordance with the
xer pollution tion, it requirements for all E&SC Measures other requirements listed below.Occurrences outside normal business hours may also be NC I N C
z4 Hours event,1.0 5.Indication of inch in on, h Me site, ave been performed. gSothen y
6.Description,ewdelnce and date ofnt �corrective actions taken. tel Corrective actions have been taken Initial and date a co f the approved E&SC reported poor(9 Division's Emergency Response personnel at(800)662-7956,(800)
copy r arm 858-0368 [phone].
site Perimeter of outside site limits,men arecord to MSC Measures. Plan portt indicate
dathe comple and tion
ofthec[ion
she tabs m sediment left report to indicate the completion the
and.thin 24 1.Actions taken to hours of a rain clean p stabilize eye,men a hascorrective action. occurrence Reporting T,meframes(After Discovery)and Other Requirements 9820 US Hwy 301 North
inch in the site
,and (a)visible sediment •Within 24 ham,an oral or electronic notification. Lumberton,North Carolina 28360
deposition ma •Within 7 calendar days,a report that contains a description of the
z4 hours ,en as tetnaaroem wka to centrolfuture 2.Additional Documentationtream or wetland regiment and aamnataken maaareame cause of me deposition.
Phone:[phone]
(5)Streams or perincreased visible sedimentation a In addition to the E&SC Plan documents above,the following items shall be kept on the Division staff may waive the requirement fora canines report ono
wetland Re calendar days the
hasvlelbe increased turbidity from the construction or
or ctaevity,then a record of me following shall be made: site case-by-case basis.
(where offsitehours of a rain 1. e5cdptn,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the •If the stream is named on the NC manbed)listasimpairedforsediment-
accessible) inch in appropriate Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional
z4 hours epm(21(a)tof this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff
M11sesmlcere Part PROJECT INFORMATION
determine that additional requirements are needed to assure compliance
2 stabilization
grading er each se grading(measures,clearing ens (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions.
matures grubbing,all Ian (b)Oil spills and • Within 24 hours oral or electronicnotification.The notification
or�edeveopment,permanent b Records of inspections made duringthe 30 days.The tree shall record release of shall include information about the date,time,nature,volume and DESIGNED BY: BRETT
ng
constructionr)cm () eb previous ys.provided hazardous location of thi spill or release.
the required observations on the Inspection Record Form by the Division or
measures have Len prov2.Documentation that Me ided wuired ithin the required ound tits similar inspection form that includes all the required elements.Use of substances per Item DRAWN BY: BRETT
=' assurance that V will provided as electronically-available records in lieu of the required will be allowed if 11b)-lcl above
etas eos�bioass the wi be ov y quire paper copies wi CHECKED BY: SCOTT
soon shown to provide equal access and utility as the hard-copy records. (c)Anticipated •A report at least ten days before the dote°/the bypass,Vpossible.
bypasses PIO CFR The report shall include an evaluation of the anticipated quality and PROJECT NUMBER: 1950
w NOTE The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be (d)Un ntiCip] Withineffect 2the bypass.
(d)asses PIO CFR • within ICaoud,e oral a r electronic noluiesan.
�' maintained for a period of three years after project completion and made available bypasses 140 CFR • within7rdleneor days,a report Mat includes an evaluation of the
6,1 upon request.[40 CFR 122.41] eeaas(m)f31] quality and effect of the bypass.
DRAWING SCALE
(e)Noncompliance • Within 24 hours,an oral or electronic noti iati fcon.
with the conditions • Within 7 calendar cloys,a report that contains a description of the
of this permit that noncompliance,and its causes;the period of noncompliance, NOT TO SCALE
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
ro mentl4D continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41101711 prevent reoccurrence of the noncompliance.HID CFR 122.41(1)(6). DATE RELEASED
3 • Division staff may waive the requirement for a written report ono
case-by-case basis.
Cgi
(;�.���.�.•�,NORTH CAROLINA SEPTEMBER 5,2023
Environmental Quality
E
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 SHEET NUMBER
C-1 .4