SWG030055_Plansheet - test_20240415

ROCKFISH — B4.9 SOLAR UTILITY STATION
EROSION AND SEDIMENT CONTROL PLAN toAAGR
FOR INITIAL SITE TREE CLEARING q �o z
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FAYETTEVILLE, NORTH CAROLINA �
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FAYETTEVILLE PUBLIC WORKS CUMBERLAND COUNTY, FAYETTEVILLE, NC
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COMMISSION PROLEC DATA
PROPERTY DATA: CITY aF FAYETmLLE SHEET INDEX
oITY FF FAFET ossTaa
DB 2433.PG 0829 LO001 PAPER SHEET (9GFNG'�£epQ
P 1 41,Cyg6T30 CG002 CONSTRUCTON SEQUENCE LEGEND AND NOTES AA
FAYETTEVILLE, NORTH CAROLINA PROPOSED DISTURBANCE AREA D63 AGRES ACCGO03 GROUND STABILIZATION AND MATERIALS HANDLING
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SITE ADDRESS: 2536 TRACY HALL ROAD CGOO4 SELF-INSPECTION.RECORD SEEPING.AND RECORDING
FAYETTEVILLE,NO 2-6
C
COUNTY_ CUMBERLANO COUNTY CG100 EXISTING CONDITIONS
12-DIGIT HUC WATERSHED: LITTLE ROCKFISH CREEK CG1 O1 PROPERTY DATA
OFF OFF
40611
CG102 PRE-CLEA ING DRAINAGE NALV S
1D-DIGIT HUC WATERSHED. 0'OCKF SIT 303000406REEK
CGI.1 LIMIT OF DISTURBANCE PROPERTY DATA
6-DIGIT HUC WATERSHED'. UPPER CAPE FEAR
0303000A CG200 TREE CLEARING PHASE
CUMBERLAND COUNTY ZONIN(C PIT NNED INDUSTRIAL DISTRICT — TREE CLEARING PHASE I
DEVELOPER FAYETTEVILLE PUBLIC WORKS LO300 POST-CLEARING DRAINAGE ANALYSIS
COMMISSION
CONTACT: DAVID DESCHAMPS — BASIN DETAIL A
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F •/�1f�!/!l�V DAVID R3 FAYETTEVILLE,CAMP �9300A0 CG401 BASIN DETAILS
■�/. 910-2DESCHAMPS AVPWCCOM
H ME OWN UTILITY R RA R ABC RE IT HARRIS PE G2 BASIN DETAIL
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056
B007H& NSE AESSOC A—,LLC48) CG50O GRADING AND EROSION CONTROL DETAILS
No
21.lEXWOODS DLCENSERIVE,SUITE 300) CG501 GRADING AND EROSION CONTROL DETAILS _
RALEIGH,NO 27607 919-851-8770
LAD RA HARRI S®B DOTH-ASSOC COM GRADING AND EROSION CONTROL DETAILS
PLAN PREPARED. 02/21/2024
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PRaecT NARRAT VE �
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FAYETTEVILLE PUBLIC WORKS COMMISSION(FAYETTEVILLE PWC)PLANS TO O 0 N
CONSTRUCT A SOLAR UTILITY STATION ON A SITE OFF OF TRACY HALL ROAD IN d'r
PREPARED BY. FAYETTEVILLE,SNCT2N6 DRHE INSTALLAG SET I0N DF THE SOLAR
TITTPE CLEARINGOTH AT WILL
OCCUR
ILLEH PWC.THIS PLAN IAND PERMIT COVERAGE OREGUESI IS JUST IFOR By
THE U O
TREE CLEARING AND THE ASSOCIATED EROSION CONTROL DEVICES;SEPARATE PERMIT 3 Q U
COVERAGE WILL BE SOUGHT AT A LATER DATE FOR THE SOLAR UTILITY STATION, G.
SINCE THE SOLAR UTILITY STATION IS TO BE CONSTRUCTED NOT LONG AFTER TREE Q
CLEAR IN
A,THE EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE AND ONLY A
TEMPDlAlY G/STAT IT O
SOLAR FLY Y STA
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MEASURES WILL W MAINTAINED SIGN CONTROL
DT FOR THE SOLAR UTILITY
STATION DER
T OBTAINED,AT ANKH THE EROSION CONTROL DEVICES WILL BE COVERED UNDER , ,fry LreEn
Booth & Associates W PERMIT AND THE TREE CLEARING PERMIT WILL BE CLOSED OUT.
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2300 Rexwoods Drive Suite 300,Raleigh NC 27607 KNOVVVVHA I SEELovv rere12"—
NC F-0221 A—F S CLL s11 AALE
BEFORE VGU DIG
CGO01

LEGEND CONSTRUCTION SEQUENCE GENERAL NOTES GRADING NOTES
RIHASE 1 1 PERMITS PENDING I CONTRACTOR WILL BE FESFOUSIBLE FOR MAINTAINING GRADE STAKES AND_ REFERENCE
V SILT FENCE OUTLET STAKES THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OR THEIR ENGINEER IF
1. OBTAIN REQUIRED PERMITS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. CONTACT NCDEO FAYETTEVILLE REGIONAL OFFICE AT 910-4343-3300 TO SCHEDULE A ANY STAKES ARE LOST OR DESTROYED AS THE RESULT OF VANDALISM OR ACTIONS
j3 POWER POLE OWNERS ENGINEER TO CONTACT NCDEO FAYETTEVILLE REGIONAL OFFICE AT PRE-CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR TO PROJECT ACTIVATION. TAKEN BY SOMEONE OTHER THAN THE CONTRACTOR. UPON NOTIFICATION,THE OWNER OR
910-4343-3300 TO INVITE TO THE PRE-CONSTRUCTION MEETING AT LEAST 72 THE ENGINEER WILL REPLACE THESE STAKES. F
�- GUY AND ANCHOR COMBINATION HOURS PRIOF TO PROJECT AC NATION. 3. E FOLLOWINC MUST BE KEPT ON SITE UNTIL THE E.S C.PLAN HAS BEEN CLOSED OUT
BY LAND QUALITY 2 CONSTRUCTION OF EROSION AND SEDIMENT CONTROL DEVICES IS TO BE CARRIED OUT AS z
2. UNDERGROUND UTILITIES NOT SHOWN ON THIS DRAWING MAY EXIST', BE5CRIBED IN THE CONSTRUCTION SEQUENCE AND THEIR LOCATION IS TO BE AS SHOWN
EDGE OF PAVED ROAD CONTRACTOR SHALL VERIFY LOCATION OF BURIED UTILITIES PRIOR TO START OF 3.1.1.1.30 DAYS OF SELF INSPECTION RECORDS. ON THE DRAWINGS CERTAIN DEVICES ARE TO BE CONSTRUCTED BEFORE GRADING
CONSTRUCTION. 3.1.1.2.RAIN CAUGE. OPERATIONS BEGIN.ALL DEVICES ARE TO BE MAINTAINED DURING CONSTRUCTION AND
OVERHEAD POWER LINE 3.1.1.3.APPROVAL CERTIFICATE/LETTER, TEMPORARY ONES REMOVED AFTERWARD3 INSTALL . W
IN SPECTION OREPORT AND A1M WATER ECOPY OF THE PERMITS CTON BOX WITH IAN GAT HE INSPECUGE STOCKTION BOX WILL WATER 31.1.4.APPROVED PLAN AND LODES PERMIT 3, ALL VEGETATION AND DEBRIS SHOULD BE REMOVED FROM THE SITE, ALL SUBGRADE
a[ EXISTING OVERHEAD POWER LINE BE PLACED IN A PROMINENT LOCATION BY THE MAIN ROAD AND DRIVEWAY. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION ENTRANCE.FAILURE TO SOILS SHALL BE FREE OF ORGANIC MATERIAL FROM GRADING ACTIVITY COMPACTED,AND
THE SELF-INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER GS MAINTAIN THESE ITEMS ON SITE VIOLATES THE NPDES PERMIT. INSPECTED BY AN APPROVED GE07ECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF FILL Z
SILT FENCE 113A-54.1 MUST BE COMP LETED WEEKLY AND AFTER EACH SIGNIFICANT MATERIAL.ANY MATERIAL TO BE STOCKPILED ON SITE SHALL BE STOCK PILED WITHIN THE
RAINFALL(ONE INCH OR GREATER WITHIN TWENTY-FOUR HOURS).THIRTY(30) 4. PROPOSED CUT/FILL SIDE SLOPES ARE 3H 1V CONSTRUCTION LIMITS AND IN DESIGNATED AREAS.
OF A ELF-LAPECTION IEPOPTS SHALL BE MAINTAINED IN THE INSPECTION
DITCH CENTERLINE AGOEXTRAOF THE SELF-INSPECTION FORMS SHOULD BE 5. E 4. ANY OFF-SITE BORROW AND WASTE REOUIRED FOR THIS PROJECT MUST COME FROM A
PLACED IN THEM INSPECTION BOXES EGRE S SHALL BE ALL SURROUNDED
By SILT FENCE A ALL SIDES EXCEPT FOR THE THE MINING
----C/E BUILDING SETBACK LINE A ES�/EGRESS. O TO
S)SALL STOCKPILES MUST HAVE A MINIMUM 5' N ACT OF 19TN RPA VENDF ROSR EEGULATED OF THE OVIS ON ROF SOLD
OL DWASTER
FROM STOCKPILE Of TO SILT FENCE AND OTHER EROSION CONTROL MEASURES,TIO LIT
4. INSTALL CONSTRUCTION ENTRANCE PRIOR TO ANY LAND DISTURBING ACTIVITIES. MANAGEMENT, RASH/DEBRIS AND OTHER SPOILS FROM DEMOLITION DWASTACTIVITIES MUST N
ADJOINING PARCEL LINE 8. CONTRACTOR IF RESPONSIBLE TO REVIEW ANY M TION ICAL REPORT ATTACHED TO THE DISPOSED OF AT A FACILITY REGULATED BY
THE DIVISION OF SOLID WASTE MANAGEMENT, Y
5. FLAG C T GRADING SPECIFICATIONS FOR SITE SOILS INFORMATION. [1 SA NCAC 4B.0110] j�e
WOODS LINE FENCINBASINSG CONSTRUCT
DU IS TSNOCH CHANNELS,BER M,AND SSKIM MER/SEDIMENTS T SITE TO BE CLEARED,GRADED AND STABILIZED WITHIN SOFT(60)CALENDAR DAYS.
-K--K--K-x- FENCE LINE 6. CLEAR AND GRUB ONLY IN AREAS WHERE EROSION CONTROL MEASURES ARE TO 8, ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE NPDES a
BE INSTALLED. ALL DEBRIS/SPOILS TO BE REMOVED AND STORED AT A NCDEQ PERMIT,OR,IF IN A CRITICAL AREA,BY THE END OF THE DAY. @@§
a L PROPERTY LINE APPROVED LOCATION.TREES CAN BE CUT AND HAULED AWAY OR DISPOSED OF KNG DAYDRIVEWAY NOTES
WITH A CONTROLLED BURN. 9. PERMANENT GROUND LOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14
-- EDGE OF UTILITY EASEMENT T, INSTALL SILT FENCE,SILT FENCE OUTLETS,SKIMMER BASINS,SEDIMENT BASIN, '0' ,T(3).S OR NO MORE THAN 90 CALENDAR DA S, HEVER IS SHO G.S. 1. THE ACCESS DRIVE SHALL BE SURFACED PER THE DETAIL ON SHEET CG500111A .
DRAINAGE CHANNELS.AND BERM AS SHOWN ON SHEET CG200.IMMEDIATELY 2. THE SUBGR ADB DIRECTLY BELOW ACCESS DRIVE AND TWO(2J FEET OUTSIDE OF THE
EDGE OF 100-YEAR FLOODPLAIN STABILIZE BASIN/CHANNEL/BERM SIDE SLOPES WITH ROLLED EROSION CONTROL 10, STABILIZATION WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 DAYS AFTER DRIVEWAYS SHALL BE MECHANICALLY COMPACTED N THE TOP 1E TO T LEAST
PRODUCT. CONSTRUCTION ACTIVITY IS COMPLETE UNLESS CONSTRUCTION ACTIVITY IS GOING TO NINETY-FIVE PERCENT(95G)OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE W
RESUME WITHIN 21 DAYS,SLOPES 3H:iV OR STEEPER TO BE STABILIZED WITHIN T DAYS. CONTENT AS DETERMINED BY ASTM D698.THE DRIVEWAY SUBGRADE SHALL BE
pISTURBANCE LIMIT g, INSTALL STOCKPILE LOCATION AND ASSOCIATED PERIMETER SILT FENCE
11. BE DETAILED IN OVERALL SITE ME
AN ICALLY COMPACTED DIRECTLY BELOW ONLY IN THE TOP 12"TO AT LEAST
ON AL PERTINENT EROSION CONTROL MEASURES TO NINETY-FIVE PERCENT(95�OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE
50'WETLANDS OFFSET QN ASE 2 GRADING AND EROSION CONTROL PLAN.PHASES -II.
CONTENT AS DETERMINED BY ASTM D698. �w DRAINAGE AFEA BOUNDARv 9. CLEAR AND GRUB WITHIN THE REMAINDER OF THE CONSTRUCTION LIMITS 12. ALL SUBGRADE.FILL,AND STONE SNALL BE COMPACTED AS SPECIFIED IN THE GRADING XA��pSPECIFICATIONS. 3 MINIMUM CDNSTRUCTION ENTRANCE THICKNESS SHALL BE S%INCHES(6) 'R,��"/SITE SOILS BOUNDARY 10. STABILIZE AREA WITH WITH LIME.SEED.FERTILIZER,STRAW AND TACK13 FOLLOW CONSTRUCTION SEQUENCE NOTES FOF GENEFAL PFOCESS a 4 )�j
ACCORDING TO THE APPROVED SEEDING APPLICATION RATES AND SPEC.SEED 4. COMPACTION TESTING SHOULD BE PERFORMED ONCE PER ONE-HUNDRED LINEAL FEET = SEAGRADED SLOPES AND DENUDED AREAS FOLLOWING INITIAL SOIL DISTURBANCE, (100')MINIMUM. a BAFFLE 14, LAT/LONG COORDINATES SHOWN IN THS PLAN SET WERE DERIVED FROM NORTH CAROLINA056]IT SEED MOSTSTATE PLANE COORDINATE SYSTEM.(NAD83/2011,US SURVEY FEET)DISTANCES SHOWNly FryeEXISTING DIRT ROAD DAYS NFDIC ALL OTHERSE WITHIN T DAvS FOR SLOPES 5,t OR GREATER AND 14 ARE US SURVEY FOOT GRID DISTANCES (�
Opp EXISTING POWER POLE 12. HAUL PROXY ORBDISP05E OF ANY EXCESS SOILS NOT NEEDED TO BALANCE SITE. 15. EXISTING SITE FEATURES BASED ON A PRELIMINARY SURVEY TITLED,'TOPOGRAPHIC �W1wR"M,
IF ANY TOPSOIL IS TO REMAIN STOCKPILED,PROTECT WITH SILT FENCING SURVEY OF ROCKFISH SOLAR FARM FOR FAYETTEVILLE PUBLIC WORKS COMMISSION`. ©6/zo2Z 4
AROUND PERIMETER.
y EXISTING GUY AND ANCHOR COMBINATION WETPRELAND SG By AGE KDERBV DR FROM
Z WEE FIT
ALLGEL NE ON REPORT PERFORMED By E6
13. ALL EROSION AND SEDIMENT CONTROL PROPERTIES WILL BE INSPECTED WEEKLY SOUTHEAST,LLPSWITH AE DATED OFAAU GU STN210 2023ATIIVE I ry
R/W EDGE OF PUBLIC ROAD RIGHT-OF-WAY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. NEEDED REPAIRS WILL BE A,C
MADE IMMEDIATELY,WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT 16 CLARIFICATIONS CAN BE ADDRESSED BY CONTACTING LAURA HARRIS.PEZZ
-1- - EXISTING CONTOURS.LOFT INTERVAL (ONE INCH OR GREATER WITHIN TWENTY-FOUR HOURS). Email:LAURA FARRISOBOOTH-ASSOC.COM/Phone:[phone]
NTE RAG OF
PROPOSED CONTOURS, T INTERVAL 4 IDEVC S TO BECONT DIEDRU1NTIILA'E'MD I LI ca E cA1vReEISIANSFE"EO EROSION AND SEDIMENT CONTROL NOTES
FROM PERMIT COVERAGE FOR TREE CLEARING TO FUTURE PERMIT COVERAGE
TOR SOLAR UTILITY STATIONS AT THIS TIME THE NOTICE R TERMINATION OF 1 CONSTRUCTION OF EROSION AND SEDIMENT CONTROL DEVICES 15 TO BE CARRIED OUT AS
HE NPDES PERMIT S TO BE SUBMITTED 0 NCDEO.COORDINATION BETWEEN DESCRIBED IN THE CONSTRUCTION SEOUEN CE AND THEIR LOCATION IS TO BE AS SHOWN
FAYETTEVILLE PWC AND BOOTH&ASSOCIATES REQUIRED BEFORE PERMIT DN THE DRAWINGS.ALL DEVICES ARE TO BE MAINTAINED DURING CONSTRUCTION,
50'BUFFER CLOSE-OUT.
2. INSPECT SILT FENCE OUTLETS WEEKLY AFTER EACH SIGNIFICANT RAINFALL EVENT(ONE
INCH OR'RE E IT To"IT R"C
URB7S TO AEOIATE FLOW FOR
S N
TREE CLEARING AREA TOHDAMAGEE COR UNDERCUTGEHED WIRE MESH DURING SEDIMENT REMOVAL,REPLACER STONE
AS NEEDED.
3. ADD ADDITIONAL SILT FENCE SECTIONS AS NEEDED IN ORDER TO ENSURE ADEQUATE
CONSTRUCTION ENTRANCE EROSION PROTECTION AND SILT FENCE INTEGRITY.
4. ADD SEED AND MULCH TO ANY DISTURBED SLOPES AS NEEDED,ALL SEEDED AREAS WILL
BE CN ECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED,AREAS WILL BE
FERTILIZED AND RESEEDED AS NEEDED.
RIPRAP APRON 5 WATTLESADD COB THROUGHOUT SITE AS NEEDED AS SLOPE BREAKS AND WHERE
EXCESSIVE STORM WATER
VELOCITIES AND SCOURING ARE OBSERVED. -
LAVDOWN AREA 6. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT
NPDEl PERM T,OR IF
AD 7 CAL
A STABILIZED AREA
BY THE END OF THE DAY.ALL DISTURBED AREAS FLATTER THAN
3:1 TO
STOCKPILE LOCATION WITHIN 14 DAYS,SLOPES 3:1 OR STEEPER TO BE STABILIZED WITHIN T DAYS.
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T. PERMANENT GROUNDCDVER TO BE INSTALLED IN ACCORDANCE WITH BOXES Z
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TS AREA OF TEMPORARY SEEDING RENERAL PERMIT NCG010000 FOR ALL DISTURBED AREAS WITHIN 14 is
0
WORKING DAYS OR 1 W Z
90 CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION Y
OR Uw Np
DEVELOPMENT. O In Z Z
P S AREA OF PERMANENT SEEDING K r O Q
e. PERIMETER SEDIMENT CONTAINMENT DEVICES ARE T REMAIN IN OPERATING CONDITION ¢ F
DNTIL PERMANENT VEGETATION IS ESTABLISHED. I,
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9. THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCE FOR PWC w+Q LO
FAYETTEVILLE IS DAVID DESCHAMPS.PHONE:[phone]-EMAIL d K to BID
DAVID.DESCHAMPSOFAYPWC COM Q Z
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CGO02

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT a
THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER _V).F.
1. Maintain vehicles and equipment to prevent discharge of fluids. .�
Implementing the details and specifications on this plan sheet will result in the construction „. F-
2. Provide drip pans under any stored equipment. W�
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ° ° ` ` Z
sections of the NCG01 Construction General Permit(Sections E and F,respectively).The e „«„a a a
permittee shall comply with the Erosion and Sediment Control plan approved by the project. e e a GU
delegated authority having j urisd iction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose asm.., U �e vn sra w
V apply depending g y having hazardous waste(recycle when possible).
may not a de endin on site conditions and the delegated authority havin urisdiction. a
5. Remove leaking vehicles and construction equipment from service until the problem
SECTION E:GROUND STABILIZATION has been corrected. „°"°� ,°•w� „r^9 "'
6. Bring
Required Ground Stabilization Timeframes used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ot„°°[�°}'♦„
to a recycling or disposal center that handles these materials.
Stabilize within this
Site Area Description many calendar Timeframe variations eEow c °° s auc unE neovE c „Qur-El-
days
uRE Sk
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE S
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. all
P ) 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes t
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 O
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. y6
(HQW)Zones 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 in
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within W
(c) Slopes steeper than not
slopes are 10'or less in length and are P P
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 N, R""'+
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. = t ssr 9�v
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW B. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk 9 a SEAL
sections.Stormwater accumulated within the washout may not be pumped into or t/ ossTaa
Zones 9. On business days,clean up and dispose of waste in designated waste containers. V P P
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must �GR4\\ciw NPP•a"
-7 days for perimeter dikes,swales, PAINF AND OTHER LIQUID WASTE be pumped out and removed from project. R„„nw""
ditches,perimeter slopes and HOW Zones 1. Do not dump 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
e Areas with slopes p p p paint and other liquid waste into storm drains,streams or wetlands ^©o'C-,
( ) P 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 mannerto render the construction sites. B. Install at least one sign directing concrete trucks tothe 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 gtabllixatlon Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporavgrea dwo d,ith Strata or •Permanent gressseed covered with nraw or 2. P rovide staking or a nchori ng of porta ble toi lets d uring periods of high winds or in h igh in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance -
othermulchesandtackiFlers other mulches andtackifers foot traffic areas.
•Hydroseeding •Geote#Ile fabrl--h as permanent soil caused by removal of washout.
•Rolled erosion control products with or reinforcement matting 3. M on itor porta ble toi lets for lea ki ng and properly dispose of any leaked material.
,it
bout temporary grass seed •Hydroseeding Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
•Appropriately applied straw or other mulch •Shrubsorother permanent plantings covered with properly operating unit.
ast _
•Plic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDES _
•uniform and evenly distributed ground cover 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
sufficient to restrain erosion EARTHEN STOCKPILE MANAGEMENT restrictions.
•Structural methodssuch as concrete,asphalt or 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least
I,
walls 2. Store herbicides,pesticides and rodenticides in their original containers with the Z co
•Rolled erosion control products with grass seed 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 w Z Z
and surface waters unless it can be shown no other alternatives are reasonably c- O p
accidental poisoning. x F
available. rn� aZ
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is IV i
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of X
possible or where they may spill or leak into wells,stormwater drains,ground water 0 m N
POLYACRYLAMIDES(PAMS)AND FLOCCULAMS five feet from the toe of stockpile. w
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or surface water.If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils beingexposed during 3. Provide stable stone access point when feasible. r N�
4. Do not stockpile these materials onsite.
construction,selecting from the NCOWR List of Approved PAMS/Flocculonts. 4, Stabilize stockpile within the timeframes provided on this sheet and in accordance z Q
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 a< o
3. Apply flocculants at the concentrations specified in the NCDWR List ofApproved as vegetative,physical or chemical coverage techniques that will restrain accelerated w X o
erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE a - Z
PAMS/Flocculonts and in accordance with the manufacturer's instructions. p V p 1. Create designated hazardous waste collection areas on-site. 0 a
4. Provide ponding area for containment of treated Stormwater before discharging -
2. Place hazardous waste containers under cover or in secondary containment.
offsite.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. ,rvTnr<
or surrounded by secondary containment structures.
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NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 e T REn
CG003

PART III 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 V)'u
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported 7
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: Z
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.
which it is safe to perform the inspection. In addition,when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland.
The following items pertaining to the E&SC plan shall be kept on site and available for w
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: x
were delayed shall be noted in the Inspection Record. They are 25 gallons or more,
Item to Document Documentation Requirements They are less than 25 gallons but cannot be cleaned up within 24 hours,
Frequency (a)Each E&SC measure has been Installed Initial and date each E&SC measure on a copy • They cause sheen on surface waters(regardless of volume),or
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 are within 100 feet of surface waters(regardless of volume).
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC
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 cumolative ram measurement for those tin- initial installation ofthe E&SC measures or if (c) Releases of hazardous substances in excess of reportable quantities under Section 311
attended days(and this will determine if a site inspection is the E&SC measures are modified after initial of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA •1
needed).Days on which no rainfall occurred shall be recorded as installation. (Ref:40 CFR 302.4)or G.S.143-215.85. t
." The permittee may use another rain-monitoring device
approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC $
(2)E&tic At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection (d) Anticipated bypasses and unanticipated bypasses.
Measures 7calendardays 2. Date and time of the inspection, reportto indicate completion ofthe
and within 24 3. Name of the person performing the insp-l-, construction phase.
hours ofa min 4. Indication ofwh.ha,th.measures were operating (e) Noncompliance with the conditions of this permit that may endanger health or the
vent,1.0 inch in properly, (c)Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 6. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection environment. „,�.p„
6.Description,evidence,and chn-fcorrective-ionstaken. plan. report to indicate compliance with approved
SEAL
(3)Stormwa[er At least once per 1. Identification of the discharge oulfalls inspected, ground cover specifications.
discharge 7calendardays 2.Date and time of the inspection,
Reporting T[meframes and Other Requirements
outfanslsoos) and within 24 3.Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. After a permittee becomes aware of an occurrence that must be reported,he shall contact =� oss74ap y
hours of am 4.Evidence of indicators of stormwater pollution such as it requirements for all E&SC measures the appropriate Division regional office within the tmeframes and in accordance with the °o Nolws;�Pe
vent hours omcnm Indication
(gore spendedsediment
leavinolids g
thesite, n, have been performed. other requirements listed below.Occurrences outside normal business hours may also be +ww„,R„„„w"'
2a hours S.D...ri[ion ofv id,n,,and d,te,oorracshe, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC -.� -a
6.visible
sedimentation
i,found
actions taken. reported to the Department's Environments Emergency Center personnel at($00) -
(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 $5$-036$. ^©oa/zoza
site 7 calendar days of the following shall be made: report to indicate the completion of the n
and within 24 1.Actionstakentocleanuporstablliwthesedimentthathasleft corrective action.
hours of ain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements
vent,1.0 inch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification.
za Hours 3.An explanation as to the actions taken to control future 2.Additional Documentation to be Kept on Site deposition in a . Within 7 calendar days,a report that contains a description of the
releases. In addition to the E&SC plan documents above,the following items shall be kept on the stream or wetland sediment and actions taken to address the cause of the deposition.
( 1,n ams,i 7calrtoncep, tithe streamorleincrased attend has increailyfroi thecole imructi on ors
wenanas onshe ]calendar days stream has visible increased turbidity from the construction site and available for inspectors at all times during normal business hours,unless the Division staff may waive the requirement fora written report on
or offsft and within 24 activity,than a ream of the following shall be made: Division provides a site-specific exemption based on unique site conditions that make se-by-case basis.
(where hour,of a min 1. Description,evidence and data oFcorrectiv actions taken,and this requirement not practical: Ifthe stream is named on the NC 3031d)Iistas impaired for sediment-
ac
cessible)
event,1.0 inch in 2. Records ofth,required reports to the appropriate Division related causes,the permittee may be required to perform additional
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. monitoring,inspections or apply more Stringent practices if Staff
(6)Ground After each phase 1.The phase of grading(Installation of perimeter E&sC (a) This General Permit as well as the Certificate of Coverage,after it is received. P
smidilmd- of grading measures,clearing and grubbing,Installation of storm determine that additional requirements are needed to assure compliance
measures drainage facilities,completion ofall land-disturbing (b) Records of inspections made during the previous twelve months.The permittee shall with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent (b)Oil spills and • Within 14 hours,an oral or electronic notification.The notification
record the required observations on the Inspection Record Form provided by the.round cover)'
Division or a similar ins ection form that includes all the re uired elements. Use of release of shall include information about the date,time,nature,volume and
2. Documentation that the required ground stabilization p q hazardous location ofthe spill or release.
measures have been provided within the required electron ically-ava i la ble records in lieu of the required paper copies will be allowed if substances per Item
timefameoran assurance that they will be provided as shown to provide eq ua l access a nd uti l ity as the ha rd-copy records. lib)-(c)above
seen as possible.
3.Documentation to be Retained for Three Years (c)Anticipated Areport at least ten days before the date of the bypass,if possible. -
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. All data used to complete the a-NOI and all inspection records shall be maintained for a period bypasses[40 CFR The report shall include an evaluation of the anticipated qualityand
ofthreeyears after project completion and made available upon request.[40 CFR 122.41] 122.41(m)(3)] effect of the bypass.
(d)Unanticipated • W/thlnl4 hours,an oral orelectronic notification.
bypasses[40 CFR • Within 7calendar days,a report that includes an evaluation ofthe w of Z
122.41(m)(3)] i 0.
II,SECTION G,ITEM(4) uali and effect ofthe b ass. a V
w¢
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT (e)Noncompliance Within 24 hours,an oral or electronic notification. rn of tY o
with the conditions . Within 7 calendar days,a report that contains a description of the Y Z
of this permit that ompliance,and its causes;the period of noncompliance, p p C,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 may endanger including exact dates and times,and if the noncompliance has not y eFi z
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). health or the been corrected,the anticipated time noncompliance is expected to a a
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: environment[4o continue;and steps taken or planned to reduce,eliminate,and o m z r;
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). a m W I n
(a) The E&SC plan authority has been provided with documentation ofthe non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal Division staff may waive the requirement for a written report on a a _ w
shall not commence until the E&SC plan authority has approved these items, se-by-case basis. 2 rn x
(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,
(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, I'll01/21/2"-
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(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. CGO04

N=O N/F "EVANS CEMETERY' SA AN El au HERS ALP ' SITE INFORMATION a
LIES AllFNLIVING GRAHAM T.A MO Jr. _
F?L D R
\ CHADWI LI W,HALL ELHE 111H E. 114 N/F ON AUGUST 2023TRD / / _ LOCATION: N 34—13-688394-572 -�j
\ CHADWIER T ALL DB 931E PG 234 CUMOF AANOTPE COUNTY / 2 11 394D4 E„
\ ANNI ER H.HALL PR
444 P3 12 CLERK OF SUPERIOR COURT50'WETLANG BUFFER / /
\ PIN8B0444-83-E12E e LIMIT OF DISTURBANCE: 2E.63 BACRES 5 z
\ R DB 1aE PG 1z3 PwgBo4a4-E1-914z POSSIBLE m �y /��P_/ / \FENCE AD, CONTRACTOR SOLES AUTOMOTIVE TOWING INC
\ PINp 0444-E1-2099 CEMETERY
TREE REMOVAL REQUIRED: SOLE ACRES
\ ENCROACHMENT / \ W
\\O AS N:4485413' rs
09
\ \ q2(POINT OF EELEV 8EE4854 \ Cunb—d C-1 N-h Gmn.INCO511
Ypl PV/
�pC /
\ F LOCALI1ZATION) e/ SG PAlEA KEPT ,Unt SI— Mep Unt Name A—.A0 Vertent A01
\Rµ /
N:44293.60'
E:214T96538 /
B Oiper �Y oam 5.58 19.A5%
J"
< ELE V:85.60(FES) �� ,A `eqe %A ro centzlopez
\\CSF:0.9999969283 ` \\\ p 1 y�55
WETLAND AREAS DERIVED FROM fJ e
suRVEON Y By AUGECSUST SOUTHEAST,21,202 LLa ne u..E Ea.ievb S n�N/F
ERVIN N Jr
ETALS
DR 25E8 PG E26 ABLE
PIN40444-E0-1964 �\ CEMETERYPOS s IA\ssy. wkkbem firx sanEy �as
\\ \ \ � WR" WmB bemlro6Percem 1.9C Rl)96 m
` ERVIN ALSi�ON Jr.ETALS \ c ENCROACHMENT 1, l \�-^, slopes,rtrtty llaatleE
(�T PIDBB 1444 PO 7111 A � 444 ED E95
A �P cEMElEeOb
FENCE
DgA 1/P1 �Em �� iENCI ArrMENT���
\
W� Ave,Em LE
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p e /��LF DR 2433 PGL0629 AWwxnlx
\_ was- \ \ PR 41 PG 40 10-4
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R DB 24s4-o2-ooTs A = n
A - TwG �// — � 433 PA
�E2 E s I `
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MARKED cRa-E T' V/bA TaB s 1 ,RAININo Y<RD
eREA N/F R J R CEMET l TlI BO�NDARY \ - e� I~ey \ \ ibA\ // \ ^�
WOODED
CITY OF �`v /�` \ -
FAYETTEVILLE 88 \ O ms�
DE 2433 PO 0629 "HALL CEMETERY
PB 1 PQ 4G N r TRACY L HALL JR. s� �86� /
0454-02-00E5 DI 2433.PG 629 -,Ai @��\
PWp F444-Eo-e454 / A / -N a
MARKED
OFHC€METERYSBOUNDARVGE 3 ��a5^ .i TI CEMETERY
OCATED INSYGE
.._ IF BOUNDARY �uoulD ENN/RONMENTAL /1
\_ SOLUTIONS
- RG IA. 1l / I s
DEE""PGB e
114
PIN4
0444 PG42 -——�—" —�-—
—�E-
CITVFOF -- �1 Ul
FAYETTEVILLE �O O
DE 2433.PG PC 40629E sy LL F
re>��'@�- .>�PlNx a454-a- E%ISTINM CR�EK
U K H
a In
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THE
CH ED LET
Os/2,/2—
REFERENCES
CONSTRUCTION seOUENCE.LEGEND.AND NOTEs_.__._.__..ccooz IHIIT
CG1 00

N/F N/F T
MLIVINGSTON GRAHAM T.MOORE Jr. "EVANS CEMETERY' / _v M
\ CHARLES LIVINGS ON ELIZABETH B.MOORE N/F
CHADWICK W.HALL DB 931T PG 234 CUMBERLANO COUNTY
\ JENN PER IT HALL P 122 PG 12 CLERK OF AAT PPEGIOR COUR / / z
WILL AMC TARR PIN#B0444-B3-712T /gyp
R DB'IIE PG 12} PIN#B0444-T1-9142 POSSIBLE
_ PINp 0444-71-2099 CEMETERY 1pr 6✓
\ \ ,,, ENC FENCE A I /
ROACHMENT J
- 2 �. 89Y E2 NNCE"Ro � � EN 204 85 2 4 04' Z
��TB 3 tRPCY /' ELEV:77.85
\ \ #2(POINT OF �j /
\ �R LOCALIZATION) P WATER TREATMENT \
�x N.441293.60' /°� PLANT
204T96538 _ /
ELEV:85.80(A j
\ / CSF'0`9999989283
/ B FFOM TF"PACT RBVE ECS
EF NLSF Jr. \ \"F �' / SSOUTHEAST,LLP ON d
VI2 78 P N - / AUGUST 21,202ETA3 =a
DB 25T8 PG SE / _ POSOE.E Lq
-T 5&$AA
PIN#0444O-19fi4 ER/\ SQ
\\T FENCE R
wE
T N/F ` P, ENCROACHMENT
\ ERV AT Jr.ET BLS D
DB 2 P
4 N
pt\#044 O T96
pp
LE „nxnw,
CEMEM 7EETERY
OEA MEM PP Q�--1
ENcw ENT OWORFORMALLY :IT EO LE"/�Dw x:x�P
CITY OF FAVETTEVILLE DB F2433�PG 0629 �
PILL 0454-02-0075 PB 41 HIS
40 �='�1
L�— R D.B.2433 PG.0029 PIN ©05/2028
PB 41,PG 40 0454-02-00T5
+/-244 73 ACRES
�C
q \
8R %ISTING
\\ ROAD R �
q 11 \\
/IR 11 '�j
MARKED GRAVESITE �� TRAINING YARD
OUTSGR OF 11
N/F r R A CEMETERY BOUNDARY
CITY IF -
FAYETTEVILLE ..
DB 2433.PPG B 0 N
629 HALL /M
P ETER
B 4 TRACY L F444HALL HEIN
0454 P02#OOTS "R DB 2433,PG 62PIN9
T R
ING CEMETERY M
/ K
AR BGRAVEESITOE OUTSID
XL0CATED D OFC€MEDETE RY BOUNDARVE
E BOUNDARY N F 1
\_ r ENVIRONMENTAL
SOLUTIONS OF GEORGIA.LLC
DB 9633 PG 8T
PB 114 PG 49
PIN
0444-80-2302 1 _
N
(APP 0 50' NCITTY/F OF
FAYETTEVILLE Np
SANi>q- _ DB P2B433.PG 41 DO 0629 I� Q
IF
PIN#O454-az-0075 j
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REFERENCES
1.100 .
CONSTRUCTION
sf0ufNcf.LEGEND,AND NOTf .__._.__..ccooz IHIIT CG1 01

DRAINAGE AREAS
sN
\ RLES LIVINGS "E VANS CEMETERY" / �G E
\ CHARLES LIVINGSION /_ ^ DRAINAGE AREA No.
\ CHADWIER W.HALL CUMBERLANO COUNTY s / G�/ AREA(ACRES] 7
\ \ LILLIAMR H, FF1 CLERK NF SUPERIOR COUR j _
\ ARo14E PG 123 PIN#11 BD444-71-9142 POSSIBLE �E , � AINAGE AREA BOUNDARY Z
_ PIN p 0444-71-2099 CEMETERY
\ A ENCROACHMENT \
R _
\ n�tRPGY rl ELEN .85
(POINT IF
\? LOCALIZATION)
C\ 2047965,38< ELE V:8999(TEM)
/ \\CSF:0.9999989283\ _ % ) L \\\ all E
AREA 2 DRAINAGE POINT OF ANALYSIS
\ �' I�'�� 34.9637727'N,-78.8378132'WFT MR,
�e
TY
POSSIBLYCEMETER V A\
ENCROACHMENT
\ Ae
ih 10, �► �� '�` ash � m/ �S i � '°, g
POSISLE
SRY
FNEACEM eaW `D
,EN R \ ND OR FORMALLY _�a , y
e�
E�/ aTV of FAYETTEN75 SEAL
\ ` FE /�9 \1 PIN:24s4-02-Dms I` / 1 ossTaa
D.B.2433 PG-0629 -
3
PC 41.Pc 40
\ 24a.7s ACRES
AREA 1 DRAINAGE POINT OF ANALYSIS \ y �ey� TIME OF 1 I ©05/2-
34. 747DN. TB.B4,1DT34 , y CONCENTRATION
�3W � FLOWPATHS $ g
9D
C, i coNCENTRA — / / �\
y `MT / FLOWPATHsLLF,�� \ �� VA �--A,
TRAINING YARD �1 v�
�� ♦� � �
RKEDD GRAVE SITS ms�
CEMETER
Y SI D BOUNDARY / \B6� \ —/ / ` / EE
e
\\ \ \ —
3
MARKED GRAVE SITE O E
IF
CEMETERY
BOUNDARY
%TILOCATED INSIDE CEMETERY _
.._ BOUNDARY // 3 � �
El
LF
e e�_—_��
PO
—Iwo— (APPpOk q6 GS ( Q
UW
6oEE z
96) DO
REA 3 DRAINAGE NT OF ANALvsS �e � 3< o
349596572641'N.P�78.8378785124�W 4aQ : �
AREA 4 DRAINAGE POINT OF ANALYSIS EL
34.9604820458'N,-7&8387892974'W
N
PRE-CONSTRUCTION DRAINAGE SUMMARY
�BHLCoeXltlent Tmeof Cantt ralon Helah o Mast RemoteValnt r Slone Poe
z 2.1 o.io s.as eae.a ss.va t.sss a.ams I ° REFERENCES
PLE
a z.ie oio s.s9 sea.o 7.M f.a% a.a%
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CONSTRUCTION seauENCE.LEGEND.AND NOTEs_.__._.__..ccooz CG1 02

N/r Line and Curve Table - Outer LOD Line and Curve Table - Inner LOD
M IV SUE N. M 7/M EVA CEM ERv / Line Curve Len lh Beorin Delto RodLs Line
LIMN GSTON / N� d 9 9� #/Curve d Lmgth Be0rI Delta Radl-
CHARLES LKINGSTON ZABETH BOOMOO NSN p E / / a
EBDBA931]PG 234BE / \ L1 14.81 S47'41'07.81"E L50 47.74 N4]-41'OB.19"W F.
JENNIFERCH AD-H.HALLHALL PB 122 P 312 CLERK OF REB 2PE7 19 COURT B✓ p / L2 246.66 N40'29'D4.9D"E L51 141.59 S38'S1'31.39'W 7
?MLLIAM C.TARR II PIN 0444-83-712T DB 44 PG 191
R DB 14E PG 123 PIN#0444-71-9142 POSSIBLE O / A
SPIN#0444-T1-2099 CEMETERv 3 65.27 552'14'3]64"E 52 S]]'S4'11.43'W
EN
EN C59 A5 / L4 66A8 446'41'D6.53"E L53 24.31 S66'37'22.69'W
`S7 \q([Ro,'\ ancHM T / / \ LS 63.67 S]6'34'D7.01'E C4 51.93 70.84 42.DD
\\'r0H 22-\ 389 b� a NPR RD. / / EN 441854 2048524'04' L6 6363 SBS'59'09.80"E L59 269.87 N90'DO'OD.OD"W .'C
\'d tRPG / ELEV:T7.85 L7 99.39 N84'18'43.59"E L55 74A4 S77'69'DB65'W
00, \ #2(POINT OF WATER TREATMENT
\R pR LOCALIZATION) LB 35.40 N73'S8'45.D1'E L56 274.57 N36'44'32.94"W
NJ \ O N:441291 IS' -- PLANT
E.204]965.3G' / L49 L9 16.25 544'3D'55.95'E L57 33.14 Nib'34'35.78E
ELEV.85.80(TBM3 `/a L1 L4 [ b
\ / C 9ti928 / L47 3 L10 63.13 584'41'25.11'E L58 5995 N24'51'04.83E
\sT: 999 / L50 [6 Lit 26-15 S75 49'04.66'E L59 51.57 N13'17'22.]O'E 5
L9 4ti1 L62 STREAMVDERIVED FROM L12 123.41 S44'39'44.80'E L60 32.51 N51'58'34.67'W
\l\/ L\ 50UTHEAST,LLP ON L13 9].D] 57'19'02.77E L61 96.25 N3D'23'28.24'E -AUGUST 21.2023
> L14 0.57 572'40'57.30"W L62 1DD.59 N28'11'26.60"E L
E PO551 BLE 0 v L10 L15 13.30 N79'OD'49.17'W L63 43.36 N22'47'26.37E
CEMETERY L45 OUTER LOD
\ REPRESENTS OUTER LIMIT OF TREE [
FENCE L16 84.16 N]1'27'S0.9t'W L64 48.96 N3fi'4fi'03.97E
RAIN ALSTON Jr.ET� ENCROACHMENT R Lg7 CLEARING/DISTURBANCE FOR
T TAL \\ WY PHASES 1&2.SEE SHEETS CG200 L17 57.88 514'42'18.03'W L65 92.D8 N24'45'17.81"W
/ E 250E PG T26 sue. AND CG201 FOR DETAILS.
PIN#0444-]0-7938 LS L18 35.45 512'4W 33.9D'W Lfifi 78.47 N14'35'27.29"E
INNEC1 39.23 86.37 26.02 L6J 206.04 N48'OC'18.95'E
n p< �
TENCEY cLeAS INNER
LIKIF OARTROD
tin Y [ REPRESENTS INNER LIMIT OF TREE 4� LtB 44.10 St6'34'35.78"W L68 )3.5] N4D'43'11.16'W
OR m µ
S CEMETERY PHASE SEE SHEET CG200 FOR L20 59.22 S24'51'04.83"W Lfifi 118.54 N42'44'25.33'E ,lppN,(,,,,��,' R
\ ' Vry [gq ENCROACHMENT DETAILS L21 51.42 513'17'22.J0'W L70 56.7] Sl3'59'28.05'E �,rL'SE",
4 951 9
A N L22 46.68 s22'47'25.32"W L71 55.55 N45'28'47,92'E `YCITY OF
N/FL23 48.36 24'05.14"W L]2 60.1] 54218'3208'EN
( NOW OR FORMALLY FAYETTEVILLE L24 53.40 527.DB'40.82"W L]3 124.40 N4]'41'2].92'E A A R NPM
I\j CITY OF FAYETTE VILLE GB 2433,PG 0629 PIN:0454-02-0075 PB 41 PC 40 L25 7D.91 530-23'28.24"W L74 246.14 841'413'54.94"E 03T02T2024
C R 2 oT D.B.B24'3 PG.40B629 5� L17 0454- -02 0075 L26 9-5 561-58'50.39"E L]5 15J.]2 --59'11.J0'E ©o6P[o23
+/v 24ACRES Ct L18 Lt
L14 L27 40.94 961'S7 34.26'E LJ6 215.75 N29'16'5--"E
R 9 L28 51.38 S21-39'23.08"E L77 83,46 882-36'13.72"E
�? EXISTING DIRT / \ L29 1 12D.92 S27'52'27.79"W L78 142.t5 N73'07'16.95"E
�t,LID ROAD __\ L30 117.81 85'13'04.16"E L79 36.39 529'44'OB.D1"E
/)
41-2J.92"W L80 75.00 S60'15'51.99"W J
L32 361.16 S4]'41'27.92"W L81 12].]9 529'44'OB.D1"E
L33 551.24 N42'17'D7.01"W L82 99.74 568'37'44.74"W
RKED ORAVESITE 11 \_L64 TRAINING YARD / L39 19J.9J 529'16'SB.BD"W L83 46.91 54'52'12.37"E
MAOUTSIDE IFL35 95. N82'36'13.72"W L84 255.56 S2D'34'31.86"W
N R R CEMETERY 1`
D3
CITY/F OF TERv BOUNOARv `
B FAYETTEVILLE2 R "HALL CEMETERY \` L36 111.6D S73-21'16.23"W L85 195.61 S86'34'26.97'W
0 PB441 PG 40 g N/F 11 L37 29.D7 S72-Di'33.23"W L86 27D.95 52'29'26.69"E
PIN# F TRACY L HALL JR.
0454-02-0075 DB 2433.PC 629 L74 / C2 85.24 48.07 101.60 L87 23.90 S8]'27'35.08"W
TINc cEMET / L88 10D.9B SD'OD'D2.48'E
MA PINI 1444-71-9454 L38 33.22 N42'10'11.26"W RKED GRAVESITE OUTSIDE
OF CEMETERY BOUNDARY C3 13D.07 18.52 4D2.46 CS 48.]] 47.77 5B.5D
RATEDEXIST
O NS
BOUNDARYOE N E Lj3 L39 91.14 N22'52'38.17W L89 31.44 S42'18'51.81'W _
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CG103

so' TAINE ON BUFFERS N BE
MAINTAwE ON WETLANDS AND STREAMS. e SITE INFORMATION
\ \ \ 13'WIDTH X 50'LENGTH ASSOCIATES IF WETLANDASIAKING G NEEDE LOCATION: N 34.963013T966 ��
CONSTRUCTION ENTRANCE / G�' \ W T8 83940 T2 F
PHASE 1 LIMIT OF DISTURBANCE: 9.0E ASEEA E 5405 z
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LIMIT OF DISTURBANCE PHASE 1
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EDGE OF 100-YEAR OBTAIN REQUIRED PERMITS PRIOR TO THE COMMENCEMENT OF
FLOODPLAIN CONSTRUCTION.OWNERS ENGINEER TO CONTACT NCDEQ
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TO THE--CONSTRUCTION MEETING AT LEAST 72 HOURS
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W \�\ \ i LAC 0 I�\ 3. INS ALLSSTORM WATERA NSPECT ON BO%CW TH RAN GAUGE, e&
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IT MY.3:1 SIDE SLOPE 2 OP \ ' 4. INSTALL CON STECTON ENTRANCE PROR TO ANY LAND
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REFERENCES
1�100 VICINITY DAP,_ ............CG001 FILF NUNa[a: 12545c^,
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CG200

so' BUFFERS BE
MAINTAINETAweD ON oN WETLANDS AND STREAMS. G e � SITE INFORMATIONCONTRACTOR F �
\ \ \ ASSOCIATES IF WETLANDCONTASIAKING_1S NEEDED LOCATION: N 34.96301
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\ \ • / / PHASE 2 LIMIT OF DISTURBANCE: "I8.61 ACRES 05z 7
\ m i CONTRACTOR. OLES ATFT0 TIVE
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d T TOWING INC.MO W
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e V o to\ \Rey/ \ / f J(2\ (SEDIMENT).
SEE SHEET PHASE 2
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02
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LENGTH DRAINAGE / ' 1N1NR
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CG201

DRAINAGE AREAS
LES L sNIVINGS "E VANS CEMETERY" / �G L
\ CHARLES LIVINGSION /_ ^ DRAINAGE AREA No.
CHADWIER W.HALL CUMBERLANO COUNTY e / G�/ AREA(ACRES) 7\ NILLIAMR H,FiF1 CLERK OF SUPERIOR COUR j _
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0 REFERENCES
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CG300

TEMPORARY �l GEOTEXTILE FABRIC
PT`a DVERER' I mo '� EL=86.0'
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5 DR AINN LE
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BOTTOM ELEVATION 83.0 SURFACE AREA(FT)2 13.034
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REFERENCES
CONSTRUCTION SEQUENCE.LEGEND,AND NOTES_.__._.__,.CGO02 sNEET
CG400

GEOTERTILE FABRIC
� /-86— EL=&lA
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- EL-82.0 W Y
(TOP of ROCK)
BASIN #3(SKIMMER) PLAN VIEW BASIN #4(SKIMMER) PLAN VIEW e mlCLAASSSS R
nwF.I =zo scaLF.1 =30 EMBANKMENT/SPILLWAY PROFILE VIEW
BASIN #4 (SKIMMER)
SKIMMER BASIN#3 DETAILS SKIMMER BASIN#4 DETAILS EMBANKMENT/SPILLWAY DETAILS
DESCRIPTION DESCRIPTION # DESCRIPTION DESCRIPTION
BOTTOM ELEVATION 80.5' SURFACE AREA(FT)2 3,240 BOTTOM ELEVATION 79.5 SURFACE AREA(FT)2 14,7CS
USE COIR FIBER
PODL ELEVATION 82,0' STORAGE VOLUME(FT 3 4VV1 POOL ELEVATION B1.0' TORAGE VOLUME(FT)3 2C.362 BAFFLE,
EMERGENCY SPILLWAY 82 5• OUTLET PIPE LENGTH 41 O� EMERGENCY SPILLWAY 81 5• OUTLET PIPE LENGTH 54,0' ~
ELEVATION 4"m SCHE RULE40 VC BARREL ELEVATION 4"1 SCHEUL 40 VC BARREL S POR POST Z
TOP OF BANK OUTLET MERE EWATPIN GRTR VLCE TOP OF BANK OUTKET MERE OF
EWATPIN GRTR VLCE SUPPORT ROPE TO 24ULORO SBDETOM
83.5' M O TE D 80.5' 825 S M D TE D TB'5 WPREVENT; I
ELEVATION RI ELEVATIONSTAKE TO SUPPORT d
OUTLET PIPE OUTLET INVERTS fLEV OUTLET PIPE OUTLET RINVERTS fLf V. SAYS WIRE �U N
IDS SLOP RATIO3H:1V ®LOW ENO 80.0' IDS SLOP RATI 3N:iV p LOW END TB'0
SKIMMER ORIFICE PLATE 0 SKIMMER ORIFICE PLATE 0 Y> a
SPILLWAY WIDTH 12,0 FOR 3 DAY DRAW DOWN 1'25 SPILLWAY WIDTN 22,0 FOR 3 DAY DRAW 2
DOWN '00 UO 0 W
K O
r z
N
Ud a
ZOOM MESH,STAPLED OF
IS TRENCHED INTO BOTTOM OR SIDE 3 a RI
a�
a _
ITSISH FD.IEMBR�L A—LE MIDIaK SND UNIT.F SED�NENT DFPDm1.DNND THE„�„P D�F.1 ITSSHRF I _
BAFFLE DETAIL
N.TI FNLHF<
CITE ED LOT
PC
os C2 CA23
REFERENCES
CONSTRUCTION 5EOUENCE.LEGEND,AND NOTES,_.__._.__,.CGO02 1UPET
CG401

FILTER BAG
- - ------------------- ,
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FILTER BAG I
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056748
4
SKIMMER BASIN (TYP.) FILTER BAG DEWATERING DEVICE
N.T.S.
N.T.S. ———————
FLE A%G�VDNN A,F ISCIA'N APEE�l�A�NDDE�ITI�IEIIELMEB�INI�MEINIT CF l`F`Y"lGEl1l`EEF`lN AND 4'SCHEDULE 40 PoAFL`l�lT ` "`ALLT PS So LE DOE IRI N N 0
FAC VENT A IT IT I I MAY 0 1 1 E I HIT IEl IEN ABLE AHE BUAL T I THE 8 AN ATER
PVC END PAC PIPE DNSIploISEALTHAARTEAFILLPMAC�RTALMPFoRRARHE��MIAEIIMCoN��So�RM�AoT�'E"T'LOM DID�1AGE—ITEEIDNEDDICANA MATTER AND OTHER I"ECTNARLE
CAP PVC PIPE M—` ACE THE FILL IN LIFTE NOT TV EICEED I INCHES COMPACT.AND MACHINE COMPACT IF OVER FILL THE EmBINUMENT INCHES TO ALLOW
ED,IF`�FLE MIENT
WATER SURFACE 3 5FDPE THE B A"N To THE EPE F M EN5 DN5 PRESEN I I HE ME RM NO DEV CE FROM 5E­NO UP THE MID By EIIAVATINA A CHAT-
PVC PT I DUE,THE"IMMER RE P="A LAW'UPPR I I DDE,TH E"MMER OF_NE AND I MPN
ND 1, PLACE TIE IACIEL'TIP 1 11'"P`PPE)
PEl AN A F 11 F 'MPE.....OORL DAR AOTF"UE`A`PE'P THAT,ED IN I A
cl, A,'AND OR 0"IYED ITORE A,B—F I A=FTH AlpNpDATI0pNLAlFE THE FLL RATED IN I
PVC TEE LAIEll AND lFMZlnF O'NUE1 AND ASSIND THE PIPE TO AT LERIT THE CAME DERITI Al THE ADIRIENT EMPARIMENT. CARE MllF BE
PVC A PC OF TO TH Co CT OF 0 GO No UNDER THE PRE HACNCHES PLACE
CNN
OLE IN PVGRI ORIFICE PLATE —E.HMN CA 5,THE CPPC F SAM AEPYF FLM NA HE IT,5'HL0'ADABTEF"BTEN,MPACT
A TEE M N DEPTH OF IF I III D A F POP THE I A E,A I N I -H IINITRUITIN E111MENT IN NO SAVE
NOLLD BE PRE CONDLIT BE NSHALLED BY ACT—A TI�NIH",�RIIIHOIHEAIDMEAFTEER THE EMBANKMENT 11 COMPLETE
1, AGMEMIL E THE"MME,FOLL"N'THE 1ANIGAITURER, I AN, N D
E E HE THE A CH THE
4 SCHEDULE 40 �tFIITB L�AIN TM�ED ATIM 10 D RE NI OF ITHE AV MIM E' PPE I To
0 0 0 S TH THE FLEP"'IS N 'NLET SF B AITA
THE ,E L A N HE R III THE EIII—ED III AIR 111MIRT BE 0 �l IF 11H E
PVC CAP A , 0 NAN OF
I �lE�S�ENMMIEP�LL�INIDII��HNITITLL�o FEHEpSLD_0,F NH ENN'TURBEH C'�L L�OBE�HOE�EIDIETI�TEP�LELIT�EHNET ROIMEELE I T�HHE C DEEAEMENMTAIN E
I D "IT FIE PL ADDED
DTH AND ENTRANCE AND El I CHANNEL ILIPEI ARE 1111 1
ELEVAT FINE'FACE DE'ON" "ITEN EF�AINIIEIIFIL"E'lATMOCTIE'UDE AD—Al THE CA LLGAI AT Cl LD BE L NED�TH LAM NATED PLAT,OR MPEUEDPLE DEC I L A THE FAB I PB AND
LORD EN111H TO I ED THE BOTTOM AND A DES AND EFTEND IN I'THE Top OF THE DAM FOR ANIHORN'N A"EN`IT THE FOOD A MAY
BE'EAURED_�BVATAPLE,OR PN, THE FREE,M"T A E LONO ENOTCH To E'TEND D C.THE'Lop E AND El I AN To I ART E CR 0,RE
H� D LOU E� B" IFMTHE LE IT F H F'ART H,SA IN �ABNECVHI THEOENNUCEECLECNO�H l`FI`THEoS ALPGACED ULTH'ELEP,'OOTEO ULAANNN%T INDEED UHELFFTAE FCTH ,E N,0 TE 0
M
�DIE�ANED�,�DEECTIONIS)HE�HFDl�LDI��VEILAP THE LAROI MEITION(S)CIA THAT TER CANNOT I`—UNDER THE FABRIC. SECURE THE TOPER
FLE DILE OF I , N A I,ENIH�ITH ATAPLE1 OR PINI, 0 0 0 0 N T
8, NLET5-D OFFACME REATED N To I HE BAGN N A MANNEC 1 0 PIDEVENT ED SON FOE TEMP CARL OF OF DCAN5 C DVECS TY
HOSE
A PATEAFN A DET IED B E HT I IDEN 00,E IPPEI END AT THE POST IlEl TA EPOFEC A"N ...EFFIO,EN11
El.—N RHPTllL-—IT111T THE IT111111E 11'HIT THE DIATFUEED IlEl IS MINIMIRED U111 111FICE-TEI 1-1 P-M 311E
11 -MPLEIE THE EMEINTEENT SlHFlE THE IlEl 11 ILEIIED 111SHIRE'HE EMEIWIPCI SPILL-Y EM-NUMENT IND ILL STUE1, FNS...
11 21TALREA...PlAPFFE1 TAP l�l�EFIE�FTED��NIBAFPFL�ENCDEPT�ALL SALL-I IMMEDIIIELI IFTE
11 AFTER ALL'HE IED MEN'PC...IN'AREAS HAVE BEEN PEMANEN I HCES LET STRICTURE AND ALL THE INSTABLE SEDIMENT
'BOD Y THE AREA To BLEN A—THE B D HOIN N C A'EAl AND lT=lE'FABPFRLP
BOTTOM SURFACE B-
0
END VIEW ,.VIEW 5
I �N�PEEDCA�TESL�IMMEIPM�IEVDE�IENDTMB A��NANA�,ftAAFEG�HHCLY ANND TAFFETI EA"lHNAF`D`MANONl'NEN'IED"EEANT�ERA)IIIMNIFLAAL�LEIE'�E�'ONENDHELPA�'HE
D I, E
FM 0 IT HE OEDIMENT UNDERNEATH'I CAN BE"CAVATED E�CA�VHETE THE BE,
HE`1 OF THEM E IT E I E A A EFEL ED�ApNL IN J�H A H`lH AR R TO N 5 E 'l I TE IED M I FIFO NF FUND I IT� 2M MP B RIF FIRS,E I M AlE IURE THE I—ATIN IVOIN,N 0 In wo
ARM ASSEMBLY BOTTOM OF THE BAG'N DOEA NOT HOLD D CIN THE"MME'1, REPAI THE lAFFLEl F THE'ARE DAMAO ED RE ANCHOR EAFFLE5 A
TER I N I,[`AGER�'N I-N OF ONDE,RNEATTE010AROIND XAM 3, F THE MM BED N ALL, N 0 RE I RA E TIE MUMMEI ICI
F2 C ENCLOSURE P INDSH-NEDINICLFOSOSE"'I=ANDFTIOETTESISE"'. FFES-1-11,POLL'HE SlIMMEl 011 TO THE ARE AT THE
BASNANDDEMSEETHE DCICH HE G�F NSDETHESOMMERT DE E F'ISALSIME`F11`EMF"THIHE`I
<
A EARED WITH P RBEAC INAIE
OR BY FLITCH N C­*ATER BE CFRE AND REPLACE THE AFRICA SET ORE RE POOL IFN No THE`MMERSPANI THE FILL—H OF THE I IHENI THE FA AID L NED IP LL'A'FAIR DAMCAE AND MAIL E AN,ME"'ED RE A All'TH FABRIC THAT
WATER ENTRY
UNIT AF ITO—EEELIE ME NT MADEALLRE I E=REFA ACM M PNA TE HCOFM0 VEA
LL HE AVY ANR OTH ER DE,O'TOMTHEBIEMEFRANDPPOOLRDIGAI
I OF,2MM�EE'A�TEC GAN A,MEN1,1L.To Ice.
FAIMHNc IN FILE DAIIN. COME SPECIAL WINTER I A DOEAL PIECAITIONA 1UNILD RE TAIEN IN PH o
"M
PERSPECTIVE VIEW SKIMMER DEWATERING DEVICE DRAWN BY IEH/lEl
IYEIIED El —
N 1 1, N,Yl, APPIREED BY oe/zvzoe
DIIE:
ICALE. �.0
REFERENCES FILE NIM.ER: lAll.0
CONSTRUCTION 5EOUENCE.LEGEND,AND NOTES, CGO02 SHEET CG402

}
?OSE CRSXE gLNPREN CH2 UPSLOPE PALONG ETNE LINE 3 FABRIC 100 THE E ECOED WIRE ANOMEU IUS
OF POSTS EXTE NDPIT NNTO THE TRENCH. \ 50 2'-3'COARSE 7
0'RAO
FENCING TO 4,THE END OF THE SILT FENCE NEEDS AGGREGATE
THfAPOSTSE \
MIN.10 GA. TO BE TURNED UPHILL
LINE WIRES 5.BACKFILL AND COMPACT THE \\ \
6, EAGAVATED SAIL. s
Mqh \
WIRE TIESR \\\\9`\ GEOTEXTILE NON-WOVEN FABRIC Z
�\MIN.12-112 GA,
\ \ \ 1
INTERMEDIATEEDIATE WIRESAD
\ \\\\ E
EXTENSION OF FABRIC AND
8"MIN. WIRE INTO THE TRENCH
Ne
'MAINTENANCE' N a�
MN FILTER FABRIC STEEL POST _ WTHI 2GNNCH CONSTRUCTION
AFTIEER SITE THE GRAVEL PAD IN A
RAINFALL RONDTON NSPEECTEA Y STRUC UREE USED FROM
a�a
'MAINTENANCE' TRAP SED MENT AND CLEAN T OUT AIS NECESSAR7 MMEDIATELY REMOVE ALL t
p INSPECT SEDIMENT FENCES AT LEAST ONCE A OBJECTIONABLE MATERIALS SPILLED.WASHED.OR RACKED ONTO PUBLIC ROADWAYS
BACKFILL TRENCN WffK AND AFTER EACH RAINFALL MAKE ANY oQ
AND COMPACT m
N OROUGHLI FABRIFEOFRAPSE D MENME FENCE COLLOAPSE TEAR
DECOMPOSE OR BECOME INEFFECTIVE.REPLACE %i T.✓r�i�/- `�� W
IT PROMPTLY,REMOVE SEDIMENT DEPOSITS AS ~ \
NECESSARY To PROVIDE ADEQUATE STORAGE GEOTEXTILE NON WOVEN FABRIC
VOLUME FOR THE NEXT RAN AND To REDUCE TEMPORARY CONSTRUCTION
PRESSURE IN THE FENCE.REMOVE ALL FENCING ENTRANCE DETAIL
CONSTRUCTION OF A SILT FENCE TERIAL AND UNSTABLE SEDIMENT DEPOSITS
N !lEAL
NTS TN AFTER TBEINGHEN CONiRI BUOI NG DRGRADEAINAGANDE AREASTAB ZEHAS BEEN PROPERLY STABILIZEDSEE CHANNEL D CG20 ?TABLE ON SNEFTECG2008
3
1.ONSET S1ffL POSTS 2A DEEP AND IS
P OF SILT FENCE v SIDE SLOPE(REOU BE
SI LE
EXCAVATE APT UP5LOPE ALONG THE ABOVEST BTHE TOPE AAOF `� = STABLIZATON WTH N T CALENDAR DAYS)
IS C 2.14
LINE OF POSTS(SEE PLAN SHEETS FOR THE WASHED STONE �' r II(I(I EROSION CONTROL LINER,USE ©05/202�
I. xoQinU
INDIVIDUAL PIT DIMENSIONST II GON TRDL E75
EROSIOILENT. i C
2 ATTACN WIRE FENCING TO THE POSTS
3. ATTACN THE SILT FENCE FILTER FABRIC SEE P ODUCT PECIFICATIONS ON
ND TRAPEZOIDAL CHANNEL SHEETRCGsm.S
AND HARDWARE THE LED TD E SECOND 10*FR.NTHeuav WIRE FENCE, CROSS SECTION (TYP.)
EFRaMTH TH TH SFENCEAND EXTENDP IT INTOETHER PIT HARD VIEW FILTER FABRIC.
4, THE END OF THE SILT FENCE NEEDS TO II DWAPE N LB.
BE TURNED UPHILL.
5. FILL HE PIT WITH#57 WASHED STONE. WIRE FENCE L CLOTH IN PIT EARTH
EN EROSION CONTROL LINER.USE ROLLMAX
8. PLACE STONE IN LEAST i6'OF H5T WASHED STEEL FENCE P057 FILL ER NETS 5 ERO
CLOTH.IN FRONT OF THE HARDWARE HARDWARE CL TH STEEL FENCE POST SET MAX 2'APART 3H CAI EO IVALENT.SEE ODUCT SPECIFICATIONS
MIN."IB'INTO SOLID ON U SHEET CG501 S10
FEAR, WASHED STO
F
'MAINTENANCE' STONE MUST BE GROUND (REQUIRES
T. INSPECT SILT FENCE OUTLETS AT LEAST NO LESS THAN }FILTER FABRIC STABILIZATION WITHIN H II II II 3
ONCE A WEEK AND AFTER EACN LB ABOVE ON GROUND T CALENDAR DAYS) �T�� 2'
RAINFALL. MAKE ANY REQUIRED REPAIRS GRADE
Z IMMEDIATELE. OF p5T
REPLACE RE
SHOULD
DECOMPOSE,
PROMPTLY 'IT
INEFCLOTH FECTIVE.
3. REMOVE SEDIMENT DEPOSITS AS - BURY A MIN.of B'OF UPPER EDGE EARTHEN BERM NATIVE
-
NECESSARY TO PROVIDE ADEQUATE 5' -III
STORAGE VOLUME FOR THE NEXT RAIN a SURYIRE FFENCE PND ITSA ND To'EDUCE PRESSURE AN
SOIL
FENCE TAKE CA THE HARTOMDWA RAND AROUND SIDESHOFN 0 AVOID
UNDERMINING THE RE
FENCE DURING SF1'.TION VI" EXCAVATION PIT
CLEANOUT, 5'
5. REPLACE STONE IF ANY EROSION HAS ( p,)
OCCURRED AROUND OR BELOW THE
DISLODGEDA TONE'OR.IF STONES HAVE BECOME SILT FENC
6, REMOVE ALL FENCING MATERIALS AND �I�fFWIeiIIur�Lh. (SEE DETAIL)
UNSTABLE SEDIMENT DEPOSITS AND BRINGW9I�c
THE AREA TO GRADE AND STABILIZE IT IF -11AFTER THE CDNTIEUUNI DPANAIE Z
HAS BEEN PRO
P
E
L
,
STABILIZED- AREA IIHE -H/SEEDITDCKFFLEMENT _ o
SILT FENCE OUTLET I)I)I( AREA = �o fO�
_ o—
N.TS. Y H
U W W
„ EFECOUU In 0
ORIGINAL creouNF SURFACE �y Z<o
NOTES
�z
Ud' ?Z
T SILT FENCE TO EXTEND AROUND THREE SIDES OF ANY STOCKPILE,OR IF STOCKPILE AREA IS 3 Q o
LOCATED ON/NEAR A SLOPE THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE CL B, w K U
DOWN-GRADIENT AREA. J
N
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS.TEMPORARY STABILIZATION MEASURES -
MUST BE
3. STOCKPILE IMPLEMENTED
SILTMFENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN M—H
REMOVED OR PERMANENTLY STABILIZED.
CRA"
4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS ROUTINE A PALE
MAINTENANCE,AND REGULAR SEDIMENT REMOVAL.
TEMPORARY STOCKPILE 1UPET
NTS. CG500

TEMPORARY SEEDING IN NORTH CAROLINA PERMANENT SEEDING IN NORTH CAROLINA
_� - SEED NG M%TORE SPECIES SEED NG M%URE PATE(LB/ACPC
SPECIES RATE(LB/ASHEI SWITCHDRASS ED _v)
1 T RYE(GRAIN) 120 SPLTBEARD BLUESTEM 10
Epre�vwscre Nc& ( Ss'+Tcr1cRA11 so TE
SE
APICIED
AS
SPLITAEA
SUMMEF 1 EED
GERMAN MILLET q0 2 BOUELE NDSSPRINGUSEE ENGCDATES NT°CUNEAADDAND LB/ACRE RD z
PHIL EBERMUDAGRASSO N OWEVER AFTER MD APRLST S 05
PREFERABLE TO SEED TEMPORARY COVER
B111
PI
ANTI
EEDING DAES 5 SEEN NDAUG PRIOR TO MAI D LAGRE GERMAN MILLET DR Z
ttt ) 2O SLB/ACRE A
FALL R SUDANA OR OR AFTER AUGUST TS ADD
j AD L
B
R/ACRE YE(GRAN)
EARLv SPRING& S pLA -DEC -APR 15 20m NOCTOBER 25 AUGUST 25 ES SEPTEMBER 15 AUGUST
MOUNTAINS- ABOVE 2500 11_FEB.15-MAY 15
BELOW 2500 1 FEB.1-MAY 1
PIEDMONT-JAN.1-MAY 1 m
LATE WI COASTAL IN T UBRUAsv 15- IP0
MOUNTAINS-MAY 15-AUG 15 V R e mme XooisswrrooEmEµwa,amse SUMMER PIEDMONT-MAY 1-AUG.15 ATE WINTER FEBRUARv 1 APRI MARCH 21
111\\\ COASTAL PLAIN-APR.15-AUG.15TREAP, a�
mxu.�iacxronemsn.xw ALL FESCUE AND GLADE WI
E OVER"EIN � {
�_wswu,�ox,a as ssua�c,m�x occoso,wer w,„u<xuroc�uxms s[�iicu�ioxs ! BLUESTEM WITH OVER-SEEDER TALL FESCUE IN FALL 15 VERY EFFECTIVE
PRODUC
ROLLED EROSION CONTROL T FALL <11\ M oUNTAI AUG.15-DECDEc s toQ
COASTALN S PLAIN- AND PIEDMONT AUG.15-DEC.30 SEEDING SCHEDULE 3 INCHES DEEP m
w _ D AREAS A L
SOL AMENDMENTS OVER AD ENTIRE ARE TV TONS F AVAILABLE. W
_ FOLLOW RECOCULTUR TONS OF SOIL TESTS OR APPLY 2000 LB/ACRE 2, RP HE ENTIRE AREA TO ROOTS,NCHES DEPTH.
W FERTLZER CULTURAL LMESTONE AND T50 LBS/ACRE 10 t0 10 3. REMOVE ALL LOSE ROCK LAND OTHER OBSTRUCTIONS
D AGRICULTURAL
LEAVNG SURFACE REASONABLY SMOOTH AND UNIFORM
RML
e PPLY (CULTURAL LIME, AND UN FORMLV M%WITH
MULCH SOL(SEE BELOW')_
APPLY 4,000 LB/ACRE STRAW,ANCHOR STRAW BY TACKING WITH ASPHALT 5, CONTINUE TILLAGE UNTIL A WELL-PULVERIZED.FIRM.REASONABLY
omw OR BETTNA ON FORM SEEDBED IS PREPARED.
6, SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITHsR �
'0" - MA NTENANCE SEED NG EOU PMENT OR CULTIPACK. SS/'
FEFERTLZE F ceowH S NOT FuuY ADEouATE.RESEED.FERTILIZE AND T. MULCH MMEDATELY AFTER SEEDING. Pt=
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. a
o e_ wwecT ALL sEEDeD AFEAs AND MAKE NccESSARv FESEEDA -� SEAL
WITHIN THE PLANTING SEASON,IF POSSIBLE.SHOULD AREAS BE __
NOTE OVER 60%DAMAGED,REESTABLISH ORIGINAL LIME,FERTILIZER AND 056]48
IN LATE WINTER AND EARLY SPRING,OMIT SWITCHCRASS WHEN DURATION SEEDING RATES. I F P
eLoaFINs1AUA oN OF TEMPORA v p ER IS NOT TD EXTEND 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND
9 c1£ P
C V SMALL S
mNSTRucT ON sPECF CAT aNs SUBSTITUTED DAB n°Dn1c of sD LB/AcaE MMED SUDANcrenss MAI BE FERTILIZATION AFTER PERMANENT COVER S ESTABLISHED ROLLMAX'" - _
1. PREPARE SOL BEFORE NSTALLNG BLANKETS NCLUDNG ANY NECESSARY APPLCATON OF `APPLY' xousn snos orv�oxTxa= -
LME, ER LZ R,AND SEED NOT HEN USING CEL 0 SEED O NO'SEED PREPARED SEEDBED PREPARATION AGRCULTURAL LIMESTONE 3 TONS/ACRE ©05/2o21
AREA F STALLEDLA BE ° FERTIuzER-1,000 m/ACRE-10-10-10 Specification Sheet
2.. BEGIN AT ETHE SEED
OF(THE SLOPE OWN
ANCHORING THEE BLANKET°INNA 6"(15CM)DEEP X fi' MAINTENANCE' 5UPE R PHOSPHATE-500 Ib/ACRE-20%ANALYSIS
(15CM) WIDE TREN H NnTH APPRo% TELY 12"(30CM)OF BLANKET EXTENDED BEYOND THE NEW SEEDLINGS SHOULD BE INSPECTED FREGUFNTLY AND MULCH-2 TONS/ACRE(5000 Ib/ACRE FOR STEEP SLOPES)- EroNet"S75°Erosion Control Blanket -
UP-SLOPE PORT(ONCOF THE TRENCH MAANCHDR THE BLANKET WITH A ROW DF MAINTENANCE PERFORMED AS NEEDED.IF RILLS ANG GULLIES SMALL GRAIN STRAW -
STAPLES/STAKES APPROXIMATELY 12'(30CM)APART IN THE BOTTOM OF THE TRENCH. DEVELOP,THEY MUSODGET BE - ANOTHER-ASPHALT EMULSION®400 GAL/ACRE
B ACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AS SOON TSETAKE HOLD°VERSIONS MAY BE NEEDED UNTIL - - 7—
AND ASTrnoss.z
FOLD REMAINING 12"(30CM)PORTION OF BLANKET BACK OVER SEED AND COMPACTED PERMANENT SEEDING FOR WETLANDS AND BUFFERS o'^oo(rvm[�Nnamx=Ilogwtymzxv sfarvsuepe aVs
SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED
APPROXIMATELY 12'(30CM)APART ACROSS THE WIDTH OF THE BLANKET. DAMAGE TO VEGETATION FROM DISEASE.INSECTS.TRAFFIC. SEED NG M X UR vanon). vn,.�ee��nr nzmon�.
3. ROLL THE BLANKETS(A.)DOWN OR(B.)HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL MOCWI CAM OCCUR
EE ED TO CO TFO AT ANY TIME BICDED AND REGULAR
CARTHACE CULTIVAR ATE(LB/3C5 E1
UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SPRAYS MAY BE NEEDED TO CONTROL INSECTS. SS( )R '
P ELI FASTENED To So L SIT PEACE BY PLACNG ES/STAKESEED II(=vx ramen. sins v
IS NO OPIIONAL OOT SYSTEM, WEAK OR DAMAGED SPOTS MUST BE RELIMED,FERTILIZED, SOFT RUSH 2.5 TPn,l mesh m.enxkecxsnalgoeaewnmgmbn=�oxbi so mapsl
LOCBE IFATES/STAKE SHOWN UL BE PLACED PATTERN
EACH O THE COLORED DOTS MULCHED.AND RESEEDED AS PROMPTLY AS POSSIBLE. xan)axm.swlm aegampleureae.Txe nlml�=sn=n bexaxxns- u sv.ea�ee. Asm o=sn
CDR RESPOND NGSTDH THE OAPPROPRI ATE STAPLER PATTERN
F eem eats kxen=long eam ouxe.eegeslappwF nznm.zn
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATE Lv 2'-A SEEDING SCHEDULE FOR WETLANDS AND BUFFERS FIRST nes6+unnl z�on,m..eg.lasan ovenaesulaeioi u^�I•s^^ zso emnussie ttnlzxs.l
(SCM-12.5CM)OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM CHISEL COMPA TED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP 'FLYADDPLANTSDEVELEOPECTED elrezxl ma s. sa.s•na,wo esrM ozeie _
ALIGNMENT.PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING INSTALLED ON OVER ADVERSEC SOIL CONDITIONS.SIFF AVAILABLE. ADD PLB/ACRE G MAY 1 OR AFTER 5 —11. eUx.o nsmowle -
TOP)EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ELBM/ACRE REYE(GROR;O M uno11BT11-1 F.e.e=I1,1=
.ezry�ezl Svc
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END 3. REMOVE ALL LOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS AUGUST 15 ADD 40 x 1 I�„s(AHWA)11.—II-1111S Y 1°
(SIT IN GLE STYLE)WITH AN APPROXIMATE 3"(T.5CM)OVERLAP. STAPLE THROUGH LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. SEED NG DA ES elan...1.>w...e Asnn o>i�z smx _
OVERLAPPED AREA APPROXIMATELY 12'(30CM)APART ACROSS ENTIRE BLANKET WIDTH. 4. APPLY AGRICULTURAL LIME,FERTILIZER,AND UNIFORMLY MIX WITH
PRODUCT MA NTENANCE SOIL NSEE BELOW'). SWITCHGRASS. DECEMBER 1-APRIL 1 w=M= loores===wrlm
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH 5 UNTIL A
REASONABLY UNIFORM SEEDBED WELL-PPREPARED,FIRM,
SIGNIFICANT(1 INCH OR GREATER)RAIN FALL EVENT REPAIR IMMEDIATELY. 6. SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY DEERTONGUE. MAY 1-APRIL 1 s� axzw=nav=mnry s.00 TnsKs=n,m
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR SWEET WOODREED DECEMBER 1 APRIL 1 x.nlM °^ ` a61` sn1 lo.n Msnoo M
BENEATH THE RE PC ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE WITH SEEDING EQUIPMENT OR CULTIPACK. - - m�ea oegrzeam.
MULCH IMMEDIATELY AFTER SEEDICONTACT WITH A SEL NG. -
IS DF SIT
5 CHECK MIT
APPARENT,FILL THETHE VOIDN WITH SUNABLEE SOILBOUNDUANDDDI NREPLACEE THE EROSION CONTROL DNEATH THE MAT UOS AFE B NOVEMBER1 DECEMBER 1-MA BER 1-
BLANKET,FOLLOWING THE APPROPRIATE STAKING PATTERN. OVERN607.DAMAGED,REES ABLISHPORIGINAL LIMEEAS ON AN ASK R IS E ,FERTILIZER E N0 E NO FESCUE GRASS TO BE USED IN WETLANDS oR BUFFERS wwro ccz o n, eon•m �sn=.n
4. CHECK FOR DAMAGED OR LOOSE STAKES AND SECURE LOOSE PORTIONS OF THE BLANKET. AND SEEDING RATES s xn e
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND
5. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED laercbzm ml nzn xiaml innti�uw
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, w.l¢n=slmn =o I�M.MMU s s .s,MU 1 =sssryl >mnln.z. xsn Z
6. MONITOR ANOEROOREPAIRE THfRRECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. MR. 1IZT1_
APPLY uw mnvnca.= Iss.s.sml On.usml �'"°ems ztnt^'°^'_ M, ZO
NOTES AGRICULTURAL LIMESTONE-3 TONS/ACRE 2 d Q J
INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. FERTILIZER-750 DIFACRE-10-10-10 fn0 O-
2. IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6'(15CM) MULCH-2 TDNS/ACRE(5,000 Ib/ACRE FOR STEEP SLOPES)MA I - aew wxx.s. LL W g
SMALL GRAIN STRAW Y B, W
NECESSARY TO PROPERLv SECURE THE BLANKETS ACKING METHOD-BIODEGRADABLE NETTING(NO PLASTC NETT NGI iosv o.ss. Doss O W p 0
3. NO PLASTIC LINER S TO BE USED IN WETLANDS OR RIPARIAN BUFFERS. so zo oossoon OO
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