NCC233213_Site Plan or Location Map_20231027

JOHN MCMILLAN ROAD
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GROUND STABILIZATION CHART on.,wnw2.Fayetteville,NC 28306
civil engineering land surveying
<' SITE AREA STABILIZATION STABILIZATION TIME TIME
no444 n M3I910-6M-6111 nose number C.2364
Z SITE
TIME FRAME FRAME EXCEPTIONS wwr.6nwmwomcom
a PERIMETER DIKES, NOTIFICATION OF COMBINED SELF-MONITORING AND EROSION CONTROL NOTES
SWALES,DITHCES 7 DAYS NONE SELF-INSPECTION FORM:
'o AND SLOPES 1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
a HIGH OUAIJTY WATER THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN FENCE WHEN IT BECOMES ABOUT 0.5'DEEP AT THE FENCE.
(HOW)ZONES 7 DAYS NONE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
LAND-DISTUR
ING ACTIVITIES INSPECT A
CT AFTER
MAINTAIN A PROPER BARRIER.
IF
LOPES ARE 10'OR PHASE
i-1:5' ' ll(✓OER 2246 SLOPESOR
O STEEPER 7 DAYS LESSSIN ENG THAN 2:1, EROSION O AND BSED MENTF THE TATION TO MCONTROL PLAN AKE SURE TES BEING
THE PROVEDH 2 PERMANENT FACILITIESTEMPORARY IN NTENDED TROL FACILITIES
ICONTROL EROSION OF �P���"'R�O{ 2spt
HALL ROAD 14 DAYS ARE ALLOWED INFSPEECTIONS TOOK D.RULES DETAILING
EF ECT OCTOBER DOCUMENTATION1, 10 OF THESE BEFORE EARTH
ANYDEAR HB DISTURBANCE U BANCE OPERATIONCE OPERATION SHALL SETIAKE INSTALLED
� yQOF 'sit"
7-DAYS FOR SLOPES OR AT THE EARLIEST POSSIBLE POINT DURING SEA =
SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET TO NPDES ELF DOCUMENTATION OF ORTS,DWQSELF-INSPECTIONA REPORTS CONSTRUCTION. I Dp7q _
SITES FLATTER IN LENGTH AND NPDES SELF-MONITORING FORM.
REPORTS,-IN AND DEMLR 3. TEMPORARYLBEPERMANENT EROSIONEAI HEIN,MEASURES wW'V}W/�u�i
CS,t
n14,,,,,,_ NONE DEVELOPED A COMBINED FORM.THE SELF-INSPECTION SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR
ALL OTHER AREAS (EXCEPT FOR PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH GI NE,,.•' `O
WITH FLATTER 14 DAYS PERIMETERS 1
l ONES)D CONSPROGTRUCTTIF IONT ACTIVITIES.STORMWATER THE FOCUS OF PERMITT FOR CAROLDESIGNINA MANUAL. AND SEDIMENT CONTROL PLANNING AND �;'�1111t8P �
%
SELF-INSPECTION REPORT IS THE INSTALLATION AND 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
'; NORTH MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY /1� I���
MEASURES ACCORDING TO THE APPROVED PLAN.THE LAND DISTURBING ACTIVITIES.910-433-3300 V
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE
VICINITY MAP - �- HE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND THEDEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS.
_ COVER IS ESTABLISHED. FORM CAN BE ACCESSED AT: REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING
https://www.deano.gov/ONoat/dioislons/energy-Frinerol-and- OCCURS. REVISIONS
NOT TO SCALE // \ land-resources/stormwater/slormwater-program/npdes-construction-program\ 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
/ IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS,
/ \ PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) \ STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS,
433-3300. OR OTHER MEANS.CONTROL EROSION FROM ALL
- - ..... \ STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
_ TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
- - \ MUST BE NO LESS THAN FIVE FEET FROM THE \
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
\ \ \ \ / \ MORE THAN 24 HOURS.
LEGEND: .4./ \ \ \ 7 DEMCESN ALL IN PLACE TEMPORARY
NTILL HEOSION AND SEDIMENT CONTRBUTING DRAINAGENTROL \
R/W-RIGHT OF WAY Iy' AREA HAS BEEN STABILIZED.INSPECT TEMPORARY EROSION
PROPERTY UNE / ' \ \ \ AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND \
ADJACENT PROPERTY LINE / \ \ REPLACE DETERIORATED,DAMAGED,OR ROTTED EROSION
RIGHT-OF-WAY / \ \ \ \ \\\ \\ \ 8. DONNOTLREMOVESANY EROSION AND SEDIMENT CONTROL \\
270 MAJOR CONTOUR / \ DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
278-MINOR CONTOUR / \ FINAL STABILIZATION AND PERMANENT VEGETATION HAS
-s-sr-SILT FENCE UNE \ \ BEEN ESTABLISHED,N IS RECOMMENDED THAT NODE)
-Loc-L.-LIMITS OF CONSTRUCTION APPROVE THE ACTION PRIOR TO REMOVAL.
\ I / \\ \ 9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
OWLET PROTECTION \ / \ NIN \ \ CONCURRENTLY
CTIVITY ENRV WITH THE INITIATION OF CONSTRUCTION
/ 10.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
\ / �\ L...-
/ \ \ TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
\ \ 11. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
\\ / / / \\ \ \ // \ \ ACTIONS AND PERFORMANCE R ANY OTHER PARTIES
( N. PERFORMING WORK ON THIS PROJECT.
/ \ \ 12.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
/ J \,s \ \ CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
X \ /\ \ RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
/ / \ \ / / ✓/ \ 13.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED PROJECT NAME
/ / \ / `,00 �g \ \ SLOPES AND FILLS SHALL BE NO GREATER THAN THE
1 ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
\ \ OTHER ADEQUATE EROSION CONTROL DEVICES OR
CONSTRUCTION SEQUENCE / \ / / V� \ \ \ STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, HULL'S FARM
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND / \ \ / I\10) V� P k
PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED
HOLD PRE CONSTRUCTION CONFERENCE. \ \ / - \ WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICESSUBDIVISION2. INSTALL STONE CONSTRUCTION ENTRANCE,INLET OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PROTECTION AND TEMPORARY SILT FENCE WHERE SPECIFIED. / R=701.11' PURSUANT TO GS.113A-57(3),PROVISIONS FOR3. CLEAR AND GRUB THE SITE AS NEEDED. on L=164.14' PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
4. FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED I\251 /\ 00 S CHORD MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS W1HIN
AREAS. N40'33'S5"W 90 CALENDAR DAYS FOLLOWING COMPLETION OF LOTS //�
5. UPON
SITE STABILIZATION,
TEMPORARY MEASURES.NC.EQ APPROVAL TO \ / / \ 35ry�V� / 163 77' \ CONSTRUCTION OR DEVELOPMENT. LO 1 S (�
! 14.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED \ / y0's. 4 \ CONTROL MEASURES SHOWN AND ANY ADDITIONAL
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND J� \ ,JhA�pO MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. \ S6 / �I \ THE COURSE OF CONSTRUCTION.
7. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL / / \ 1 15.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST / \ \ <\ R=700.56. ARISE ON SITE IS GREG CAULDER.CONTACT
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF oo - ,v ; L=83.36' (919)-802-4959.
TERMINATION(NOT). THE NOT IS AVAILABLE AT: / \ \ I 00 ,pc,
CHORD
HTTPS://EDOCS.DEO.NC.GOV/FORMS/NCG01-TERMINATION. / dj1 11 / e N30'27'00"W
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT / \ \ \ 00'v / \331'
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE a� 59,428 SF
OF TERMINATION PROCESS. \ / \ \ D\ (1.36 AC) / .`/ � I \ ` \
/ V
\� $ \
\\ / / / \ N6;Mt a� /'°^ /% \ \\ EROSION
\ '-'4. \ / / ;z4; / �y3 Rs
�50!•6 VQj�� �3 \,. � CONTROL PLAN
,, \
____,
1
\ d� \ ` / / 9S, �\ TEMPORARY `n,,, \ \/ L
\ N \ /\ F INLET PROTECTION s \ \ \
"2, `p\ 58,319 SF
\ ,po \ / / w,\ (1.3a AC) /�^ \ \ SURVEY NOTE: CLIENT
'Ap+ \ / \ /\ \ 7p'v \ \ INFORMATION USED FOR THIS SITE WAS PROVIDED BY HASTY
LAND SURVEYING,PLLC,102 SHANNON ROAD,RED SPRINGS.NC GM�1
/ / j �j ,\/ 28377,910-843-4510. GMC
/ /� THE SURVEY CAN BE FOUND AT CUMBERLAND COUNTY
i / \ no. \ / \ 'PA(' \ \ REGISTER OF DEEDS IN PLAT BOOK 148,PAGE 29 RECORDED CONSTRUCTION OF
.y MARCH 16,2022.
\ / , 23; / �, ,/�5 \ NC INC
\\ \ / / / �s� \/S�QA�Sd \ \\
SE SOLO / pf
5 'o \ / \ \ \ *TOTAL DISTURBED AREA: 9820 US Hwy 301 North
9.
w N \\ \ / / \ \ \ 1.6 AC Lumberton,North Carolina 28360
N \ \ / \ Phone:[phone]
/ 3 / \
/ / \
E, \ \ / / / / \ °'o \ PROJECT INFORMATION
✓ \ \ / 22) / \ / 4, \
2 i \ \ / / / \ / / \ DESIGNED BY: BRETT
2 \ / / \s / �oyo \ DRAWN BR: BRETT
zi z / / \\Y. / / / ai shy / / \\ CHECKED BY: SCOTT
•vi / / \F: / 'J' \ PROJECT NUMBER: 1950
/ \ \\ /\ �\ / do.
€ / / \ / / \ \ / / \ DRAWING SCALE
WI / / /N \ // 4-1' / �/
HORIZONTAL:1"=50'
/6 \
s -App. \ ` / / \ DATE RELEASED
\\ \ / / // \ a GRAPHIC SCALE sEPTEMRER1a,2o23
Know what's below. \ \y / / \
B Call before you dig. \ 11
\ ( IN FEET) SHEET NUMBER
1 \ \,-
/ 1 inch= 50 ft.
3 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 VEGETATIVE AND Z.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT wne wnE vz.Fy<valuA�Nc 2e306
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES LOCATION-LOCATE CONSTRUCTION ENTRANCES AND a01w I010-4.5222 I010-0M-fill!Wean IO..
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH
ACTIVITIES AND DURING SITE
MINIMUM STANDARDS AND
SEOIMExTSPECIFICATIONS
F THE
NORTH
E STABILIZATION IS ACHIEVED.DEVELOPMENT UNTIL FINAL FILTER FAGRI x�wgsHED STONE AVOID STEEP GRADES
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CAROLIN
EROSION
0.ALL AREAS DISTURBED BY CONSTRUCTION UNLESS
CONTRACTOR SNALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS E STABILIZED.SHALL BE SODDED OR SEEDED AS INDICATED AND OTHERWISE GRAVEL CONSTRUCTION ENTRANCE s
ONE VVEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE. MAINTAIN AT NO ADDITIONAL EXPENSE TO TNE OWNER.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR LATE WINTER AND EARLY SPRING) SEEDING MLXTURES: ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION DISTURBINGWEEK PRIOR TO THE COMMENCEMENT OF LAND B.DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED CONTRACTOR BEALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE: FILTERING DEVICE PRIOR TO DISCHARGE TO ENTRANCES AT HIS EXPENSE UNTIL FINAL ``�tttjllrr��////
SPECIES RATE(LBJALRE) SPECIES RATE(LBS.IAGRE) RECEIVING OUTLET. O / gCCEPrgncE. `♦\f���ROh '
RYE(GRAIN) 120 TALL FESCUE 80 ARE TO BE PLACED PRIOR TO CLEARING PNWOR LAND DISTURBANCE. 10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROLOP `..• /�� ...
4.
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE. SERIICCEA 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,RODUCING EVENT. JOVVG MAINTENANCE i";:.
:aQO Y<:
KOBE LESPEDEZA 10 EFFECTIVENESS OF MADE IMMEDIATELY.THE EROSION CONTROL DEVICES SHALL BE $EA =
SEDIMENT FROM LEAVING TNE CONSTRUCTION SITE THIS MAY
SEEDING DATES: PRIOR TO NG LAND OTHER THAN INDICATED ON THESE RBING NS(IINNCLUACTIVITIES
DINGGUT NOTE / $p - AWER EACH
O2
14.
ANU.'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
(�yj_1L1J�L
ISARY.SPILLED IMMEDIATELY
REMOVE ALLED ONTO
C V Y FOLLOW RECOMMENDATIONS
2.WHERE A DRAINED PPE RANCE IS DESIRED,
AND INCREASE AND IN CREASE LB./ACRE. v . G E .ON SITES R DIRECTED THE 14
., IN,.
PUBLIC ROADWAYS.
i
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND]50 3.WHEREANEAT APPEARANCE IS DESIRED,OMIT SERICEA AND INCREASE KOBE T040 LB./ACRE. ENGINEER.NCOENRS FINAL APPROVAL IS EOUIREDCT / $ (L \
A SUPPLEMENTARY EROSION CONTROL PLAN TO GROUND COVER BEEN ESTABLISHED E OBJECTIONABLE MATERIALS
REVIEW(AND NCOENR REGIONAL OFFICE FORAPPROVAL.
LB./ACRE 10-10-10 FERTILIZER. NECESSCTORSHSURES AT N SEPARATE
RED ANT.THE INSTALL a /*AM B\\\\
NURSE PLANTS: I.
////��rjl���t�\\
NECESSARY MEASURES AT NO SEPARATE PAYMENT.THE 12.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE � �. *AMMO
^
MULCH: BETWEEN APRLIS AND AUG.I5,ADD fOLB.IACREOFGERMAN MILLET OR 15 LB.IACRE SUDANGRASS.PRIOR TO MAY( CONTRACTOR ASHALL MENDED
THE OWNER AND THE ENGINEER REQUIRED ALL
CONSLL TRUCTION
ACESSLOATION INTO EA NOENTRAN AREA.
AND �+' . ��. m^�
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. I
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IS RESPONSIBLE FOR INSTALLATION OF ANY C'
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 LBIACRE GROUND AGRICULTURAL
SPECIES RATE(LB./ACRE) LIMESTONE(USE THE LOWER RATE ON SANDY SOILS)AND 1,000 LBIACRACC 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. muuaxGTxE Mar T ''OFFS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND]50 RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. wsn. awTxE nMxw. NDTDPxeOou
LB./ACRE 10.10.10 FERTILIZER. o sxALL nAVEAx,rvwux OFew,RES LMTH�x s)AV SPACING.
MULCH: SEEDING SPECIFICATIONS \\\\\\o3I//// STEEL Ts m,x.ioae.wwE
= STAPLES 1.132,03133.FABRIC TEXT PETEROFMTES TO SUER
APPLY 0,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. (GEE seeTIOry Trvxu BASIN BELOW( MN.r
SEEDING MIXTURE: srgvm
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. \ �� m,rvizvz Ga REPLACED BY CONTRACTOR AT COMPACTOR'S EXPENSE.
MAINTENANCE: SPECIES RATE(LB./ACRE) \�\ \\\11 I I I/// 1ply PAP HEADWALL ,;,,IIO'�"'Ew DIESEL;FASTENER ANGLESTEELTVPE 3.STEEL POSTS SHALL EE A mi.OF 5'HEIERT MOM-MU BE
REFERTILIZE IF OTHER DM 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 �`\`M1I1414ff
COASTAL PLAIN: APR.-DULY / ///I//llIlll\\\\\ tT CKx S�HIGH MIN.
, \,"``;,` e.CONTRACTOR SHALL REVIEWsLTFErvcE OxcEpLnwEErc
AND AFTER 5ARX RAINFALL OCCURRENCE.ANT RECOVERY
SEEDING DATES: %f , TMENEss OF
TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR FALL) ` `rdr t.REMOEDEPOIeE nTED SDIENT/MONOv.
STONE
SEEDING MIXTURE: SOIL AMENDMENTS: .4111111111, PRessuRE oxixE FExcEAxEE ETO REDUCE
SPECIES RATE(LBJACRE) APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST.OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE / / EDENT STogGE BAREA STEP s Oso.
RYE(GRAIN) 1. AND 500 LB./ACRE I0-10-10 FERTILIZER. /P IM sTEPz5.TEMPORARY REPSPE5 SHALL NOT BE REMOVED VI THE
SEEDING DATES: MULCH: NOT TO SCALE REANErvDTDPxeoouTamTxSmENCH. FExc IFS FAERICSxAT rvaEVISISLE Dxml
T S . Sunrvo1'A enEAlssreaLE EOwmex TxE
GE .
DECEMBER 30 USE JUTE,EXCELSIOR MATTING,OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
AUGUST 15 A
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 _., pggp TURALGROUND
_
LBIACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. POSTS CC.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND sT ,nm rsu
1.000 LBIACRE 10.10-10 FERTILIZER. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG F, WIPE VW,
DRAINAGE DEVICES. FLOSS EI. FLOWN l V i
MULCH: T\ -�l itl� _ i i WIPE STAPLES 1.1/25LEND PROJECT NAME
APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. \ FILS RRFgBRC ERT {.3R �I-�
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: X.SEDIMENT WARR. Ins IV RAP CONSTRUCTION SPECIFICATIONS, �_ I
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT.INSPECTION AND REPAIR MULCH FREQUENTLY. ICLLAry ouTpOlN» s]oNE ±I` rvEn
MAINTENANCE: REFERTILIZE THE FOLLOWING APR.WITH 50 LB./ACRE NITROGEN. OF INSTALL THE SS ALL DEBRIS.
LASS mpRAP lrvgs[MICIRO1E 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 ar.�v cx H A L L'S FARM
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEE°WITH 50 LBIACRE KOBE LESPEDEZA NOT TO SCALE SHOULD BE To II
IN LATE OR EARLY MARCH. MAINTENANCE. m Ixroca/orn
a.SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK
OUTSIDE OF THE STONE HORSESHOE'S.BELOW NATURAL GRADE.
EACII PIPE
RE ANDRES.aRE EEDDARETRER DEPRESSION ANDESTALIR. COVER.
INGELEVATIGNS.COMPACT, XMPEZMISSE STEP S5ETIOHPA SUBDIVISION
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND ECT SEDIMENT FENCES,LEAST OPVE A
H RAINFALL MUM PET PeORMED
ESE E�oE s�M �aERa P�EOIMMEoa:E: FROM 3.SHOULD°V5TMDIRENT FABRIC
SEDIMENT
RE FENCE COLLAPSE.TEA, � ORAGEVO°"Ma:rnE.REPAIRS
LOTS 11 & 12
NTS TABILIxEAETER NTS
1 TEMPORARY SEEDING SPECIFICATIONS 2 PERMANENT SEEDING SPECIFICATIONS 5 ROCK PIPE INLET PROTECTION 6 SILT FENCE
EROSION
CONTROL
DETAILS
CLIENT
GMC
CONSTRUCTION OF
NC, INC
9820 US Hwy 301 North
Lumberton,North Carolina 28360
Phone:[phone]
PROJECT INFORMATION
,51
DESIGNED BY: BRETT
2 DRAWN BY: BRETT
CHECKED BY: SCOTT
PROJECT NUMBER: 1950
$
DRAWING SCALE
si
371
NOT TO SCALE
4-3
DATE RELEASED
SEPTEMBER 14,2023
a
SHEET NUMBER
s
C-1 . 1