NCC242354_Site Plan or Location Map_20240801

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1 I I Tid, o / .off= tiQ s CONE.DRIVE m LISA B. EARLE
VICINITY MAP(NOT TO SCALE) 14'raTTl +-'0' \ �„, z �`'^v°Y. •� o DB 897 PAGE 641
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LINE TABLE ++ /F,NTRANC.E • N 70`11'0 E tf1 S 69z, W PIN 9756-00-29-3413
GENERAL NOTES LINE BEARING DISTANCE / +T ` 2e.14' I eS -
1)NO UNDERGROUND UTILITIES WERE LOCATED + \
Li S Od'1526"W d9.d6' ���111 l ry \\\ a:� >''' •
g
DURING THIS SURVEY +
2)ALL MEASUREMENTS SHOWN ARE HORIZONTAL L2 S 18.56'26-W 34.57 (A~' •+ A 1 °: :...'570-
�GROUND DISTANCESv+ Qal,
O (9 P R O F + 3Q
3)ALL AREAS SHOWN ARE CALCULATED BY L3 S 18'S6'26-'W 50.97' C. • �- t 30P
THE COORDINATE METHOD. L4 S 18'56'20"W 92,89' � ++ • J f� _ >♦ \ I ",� 1`` ,i tL5 .S 3 t`07'2a"W 22.51' , .>ti . `V r.�n I 3,•1, \ o: �' 25.00' Q¢0 :e
SURVEY REFERENCES 10 S 31'U/'2a-W 20.95' CONS;RUC'ION ENTRANCE DETAIL-NITS c; pJ
DEED BOOK 2115 PAGE 694(CURRENT) \ 1 ( d-
oOUR
l.7 S 24'01'24'"E 53 4B' Oski. "¢
PLAT SLIDE 2023.102(CURRENT)
LS l S 24°61'24'E 27 09' {I 13
PROPERTY DATA' L9 S 14'55'56"W 217 97'
wt__
CURRENT OWNER:THE TUSCAN GROUP INC. LW S 06'06'26"W 51 36' EXISTING w o
5(7E ADDRESS f95 WALNUT BRANCH ROAD L11 $45°49'03"W 71,02' ll
CHAPEL HILL,NC 27516 CULVERT �n
L12 N 35'03.40"E 81.76' )
WALNUT BRANCH ROAD
PIN:9T56 19 9236 (CO*PRIVATE ACCESS EASEMENT)
AKPAR:96049 113 N 35"03'40"E 20.91' o` 'N 1F. (SEE NOTE#10) 5f8"IRE
CURRENT ZONING:R-1 �, q {0,4'AG}
TOTAL AREA 3.497 ACRES E14 N 01°50'46 E 69.59' ;* /�
L1 5 N 25`34'28•'E 21.15' ISt ."•Dom, ` ®
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Lie N 69'1726"E 143 80' I �1 ��`ra¢ "�„
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•
k 1 •1. Z ' N KIM VARNADORE
N 89'03'3r1 302.83' i� De 1141 PAGE 501
LEGEND
I AKPAR:73480
• LIP EXISTING IRON PIPE Y f 1 1/2
I. S 89'37'38'E 258.30' m PIN:97556-OQ-29-4032
p IRS IRON ROD SET(Mr REBAR) ) z < �h C •y
0 CP COMPUTED POINT CO �$2 '.
W( PROPOSED WELL u o4 Cj w !:E 0 , . r
S3 PROPOSED SEPTIC TANK
PROPERTY LINE(PL)
--- SETBACK LNEYEO 917.°� /� Lr1 e) y 4T{L-1 , f iJl J
• RIGHT OF WAY LINE �.s J Y� 1.a 1 1 T'11'l�L/ ��
x LOD— LIMITS OF DISTURBANCE y�,lA j ! -v// L.i M 1 p I�—f'
SILT FENCE
ABBREVIATIONS
AC ACRE
BC BACK(S)
OF CURB **NOTE: THE PROPOSED AREA OF DISTURBANCE IS 53,177 SF / 1.220 AC
BM BOOK OF MAPS
'I CERTIF. THAT TH1C MAP VAC DRAWN TINDER MY SUPERVISION ERDM AN DB DEED BOOK
ACTUAL SUI/VLY MADE UNDER MY SU>LRV;S'IUN (l)C in DrSCRIPTIDN RECIRI)FD IN EP EDGE OF PAVEMENT
BDDK $E,E, PACE REEERU,CE; DR OTHER REFERENCE EIP EXISTING IRON PIPE SHEET 1 OF 2
S71JRCS ); THAT THE BOUNDARIES NOT SURVEYED ARE NIF NOW OR FORMERLY
DTHILR REFERENCE wSDL'RCEM INFORMATION TN BDDKIIIATAT TIFF RATIO OEOFNPRECISION �0t*,{CARS'/1� PG PAGE PB PLAT BOOK SITE PLAN
O r PS PLAT SLIDE FM!
DR POSITIONAL ACCURACY 1S 1 10.000 +; AND THAT THIS MAP MEETS THE ��4 , ( �.
REQUIREMENTS DF THE STANDARDS Or PRACTICE FUR LAND SUPVEYTNC IN NORTH ESQ+ "�*E5$/O "�y�5. RJW RIGHT OF WAY i THE TUSCAN GROUP, INC,
SF SQUARE FEET , �ra•Lc I,1.`r:Tl1i
CARDLINA (21 NCAC 55. 1600) +=:Q 7{•.7�_ LOT 13 OF CHESTNUT CREEK SUBDIVISION
_ TYP TYPICAL F I r
THIS 10 DAY ❑F .TUNE 2024. SEAL = SIP SCREENED IN PORCH j and ` rU t"VOL Ill 1 •
DB 2115 PG 694-P.S.2023-182-BALDWIN TOWNSHIP
— L,I128$ I_. { CHATHAM COUNTY,NORTH CAROLINA
/ •"• ,y /• BUILDING SETBACKS `-•- -� SCALE:1".WO' • DATE:07(10/2024 PROJECT d 20.050
ec._-___ /S ;'b a'�• `� FRONT-40' SURVEY 8Y:AS DRAWN BY;OK Cb rutCG,+_Lott 3.dwg
PROF LSSIUNAL LAND SURVEYOR '10 4 •/rEI( P���` SIDE•25REAR• 5 500 NICKS BEND EAST drakBkin aul�mailtom ° tar 206
LICENSE NUMBER L 5=b8 "flint" 500
NC 27312 OFFICE(919)633-5151
MOBILE(77D)597-1519 SCALE: 1-=100'

M P
15DMETRIC VARIABLE 5 DIRECTED BYTHEE R STEEL POST yLy]RwA5NE0N5aNA 1 �.f B '
NEW TODE METER 1i
W uA MN OF z STARES usf OF.SM. 401111P 4, r OF
..... pp�pLl� NiI+/�I�1yy�� SOLI FENCE FABRIC i0 OVERLAP hF 4jp0
ROWS WATTLE YATn MINIMUM 10 GAUGE ��'�"////"//��' SILT FENCE ��.11!���jl!��A`��0�(�®B� HARDWARE CLOTH By 12 INCHES
lT UNE WIRES II\`(Ili/! !Y!Y!!!J'i'R I MINIMUM 12TE GAUGE
NO \ /J// ! P INTERMEDIATE MRES STEEL FENCE POST 1\
Ap* - \ � STECI'TENANCE NOTES' I• kiAf/lllr`illl�l; �f�f:14A♦' ` , `SILT FENCE FABRIC
HARpwARE CLOTH EL FENCE POST
O P 1 REMOVE SEDIMENT WHEN HALF HEIGHT � $ _ WEE FENCE ON WRE FENCE
-,- ADE ON WIRE FENCE
I m m•m m.m m m m �..Y A�! 8 - HARDWARE CLOTH
• t)USE A MINIMUM 12 INCH DIAMETER EXCiLSKM WATTLE. REPAIR OR REPLACE FENCE 1 •r'1f - PLAN VIEW
2)USE 24 NCH LONG WOODEN STAKES NTH A 212'NOMINAL CROSS IMMEDIATELY WHEN TEARS,HOLES, Pj7 _' IEu� FILTER OF 1 NCH DIAMETER USEU SILT FENCE OUTLETS ONLY MEN
#5)WASHED STONE ,• DRAINAGE AREA DOES NOT EXCEED 1/4
PLAN NIF� ♦)INSTALL WAYE IS)TO A HEIGHT ON SLOPE SO FLOW Pm NOT DEFICIENCES FOUND SECTION SAGGING COLLAPSE OR FRONT VIEW ACRE AND THERE IS A LOW AREA USE
WASH
ND NAGLE AND
SLOPES.OR
e)PRO OF'�SWAvI£S MADE OF SCOURIN.OaMETERASTEERECIED. J.THE DESIGN LIFE OFASYNTHETC SILT r.0
S)INSTALL A MINIMUM of TAO UPSLOPE STAKES AND FOUR FENCE IS APPROXIMATELY 6 MONTHS. OW pI R ECTION ��IV AS A REPAIR OF SUE FENCE FAILURES.
M.2 STAKES ON P INIMUM x STAKES ON DOWNS/OPE STAKES AT AN ANGLE TO wEDCE WATTLE TO GROUNDDETERIORATED SILT FENCE MUST BE E STEEL FENCE POST SET
K AT BOTTOM REPLACED. II•� •l GRADE HARDWARE CLOTH MAXIMUM 2 FEET APAR{
L wIRE STEEL POST mmmF,m. ="q '87 WIRE FENCE
- III " FORMED SHAPE NOT LESS THAN 12 INCHES IN LENGTH. GENERAL NOTES' L WOVEN MIRE FABRIC ld F
• ))INSTALL STAPLESUAPPROMMATELT EVERT I LINEAR FOOT ON 0011.1 I.USE SILT FENCEONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1St
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SEEL ACRE PER TOO LINEAR FT OF FENCE AND NEVER IN AREAS OF SLT FENCE FABRIC SInF VIEW Il
_
1I
, 8)AFTER NSTALLADON CF STARES CHINK ANY GAPS BETWEEN CONCENTRATED FL H F WATERWAYS, 1- .- - L \� �
MATTING WATTLE PNO GROUND MM MATTING. 2 NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS SILT
RECEIV
TO DO SO FROM APPROPRIATE AGENCIES. b
MAI
V-DITCH SECTIONBEEN
C RL EACHEND SHOD!
\` , "TO END '^ € E HALF B I YCOMES NEBPSTONeT FABRIC - 9
V1FW WATTLE E ,ANCHORING OF TOE FFEN E * REFRESHS ONE THAT
WITH CRq
OVERLAP 12 INCHES £ 1 REMOVE SEDIMENT WHEN WJ
1111111(
14,E S APLES MROUCH ANTNSTAKESry
Mx 2 STAKES CH WAOPf a OP A,R���� NA E O maw FLOW REFRESH STONE THAT
ON ROWS LGR ...... A t ._
Gd110 INCHES OF NCDOT p60R x,)WASH ST '.'•
yRs)111D ®/ \ - - � MATING / \ PARALLEL TO TOE OF FENCE I. CREPAIR
I.W�=1L I ♦& IRI-1 D=III- A 1 MATING 6 FOR REPAIR OF SILT FENCE FAILURE ADORREPL CLOTH
PENCE
.OUTLET DETAIL COMPACTED FlLL AND HARUWARECLOTH•II
-Ill III �� ®♦L.A. r- _ II-Ilr /RJ" L_u S InE ➢-II'Tr- 2018LI< g'MINIMUM COVER OVER SKIRT IMMEDIATELY WHEN T
P' f, )HAY BALE ARE NOT A SUBSTITUTE FOR SILII T1 DEPICIENCES FOUND.
II' MAD, FF JJ S ANCHOR SKIRT AS DIRECTED NV ENGINEER LJ I� .J
A TRAPEZOIDAL DITCH ST�I SFCTION9I MFNTT S7oCROS5 SFCTIONNT SIDE VIEW w "- A .IN,',ui�b BBUR sN RE FE CE.OD OHA Diem•. A j''
J SECTION sAFW y"� JW` FRONT VIEW THE TRENCH
CHATNAMCOUNTT MAINTENANCE NOTE Rim,nr.1 min Al ul lr1,rrmlrrrll,Nl.xLLArn.1111.lRnu1111,1vwr.N,m.rr rr.r Kn.,m4 nr rmmrrnlrr,, CBATHAMCOLINTO •. CHATHAMCOUTHTY
AR
66T
STANDARD WATTLE �»I.MTe N.B. z� STANDARD SILT FENCE DETAIL HUNTER
EA R STANDARD SILT FENCE OUTLET IDIBA4 ER
MAIN'EICSANGE Noll,.
1.1 ,1 BUT SUFFICIENT T
S,EEP
SEDIMENT GNT MAINTENANCE NOTES:
_ 111 "W. ., L .- .L'b� +A'1../21'ARI AI 12'IMl RVAI.G I.CONSTRUCTION ENTRANCE SHALL BE
1I A11..KI .IDI 1Lr. .. :....... :fogs FP,FF. N<u/S1(AIONO PAITxN As MAINTAINED ROUTINELY TO AVOID
...,-.v>'ti:T� 'r T 1
,..,.;.:.n:W;.;:;::;W•W=. .,,-•s:''.':•%'g•G%'L'- IIABICATGNs
SEDIMENT LEAVING PROJECT.
___ •LF'LI 5-P0 FROM PROJECT
T SHALL PAVED REM ROADWAYS
0;.:-.-#• ✓ j.%''" , FROM PROJECT SHALL BE REMOVED
A:x4�• ' R::Ti 1, ✓/• 9i u)N s x1DTX OF IMMEDIATELY.
/q�✓•/��iy:•__ tNJUNF;I' CE vROPosfD siRfET,
�iC.�ISLL':A'K�%�A%iiW�gg6` wnllFu ROADwa I�I I WHICHEVER IS
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:*:, - LLrfIE: '✓:10- -= N'14171NslAll.nun1N.G RE ER.
'radii
s .s ,.�
•�.S•'"I?. i�11: LAW
111.1 1.1..,I,IJL °".�3srt_ r...ili
�fF)f170:%'�� PLAN VIEW
IN t
;� nrRr.u.r..rr rr.r„,.0 r.,Ix THE lw�r•
�� ��� DalsNEVI
.4:1.40
'Mr j ':•� '•/ NHnwG �rO _';♦J� EMsnne ROADWAY
)D-D'MInIMpM W DN
Ii
I\p - ASS���9��
ANCHOR• IN
II'.III,oI A1z•INCHIRIMCn / �p m__ mwm_w•
MAnANGlnnomsi AND SIOINLOPISLmono,. overlap W `\11,r,r rH,Arr.,A AA Al Ali,ID Huu, ma__m a Mlx. - m.-
NAn1NG MUM1113 INSEALLED UP.1.0 AND OVIA MIN,OH DOER FABRIC UNDER STONE
SIUISIFTPIN AND ANC]ION'D IN A 1110.1 AS SlIOW'N ANNIE
A I CROSS SECTION,
cmritAtimp cU IIAMROAM'
_�_ DITTAILNUmnr.n
-_ STANDARD MATTING INSTALLATION w1x M1M STANDARD CONSTRUCTION ENTRANCE me-w,
SHEET 2 OF 2_J
SITE PLAN
FOR
Drake Kinsau� THE TUSCAN GROUP, INC.
LOT 13 OF CHESTNUT CREEK SUBDIVISION
5 PG 694-P.S.2023-182-BALDWIN TOWNSHIP
Land 5urveyI DB 211
ng CHATHAM COUNTY, NORTH CAROLINA
SCALE:1'r=100' DATE:07/10/2024 PROJECT#20-050
SURVEY BY:AS DRAWN BY:DK ChestnutCreek_Lot13.dwg
[e-mail] 0' 50' 100 200'
500 NICKS BEND EAST OFFICE(919)533-5151
PITTSBORO, NC 27312 MOBILE[phone] SCALE: 1"=100'

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drippans under anystored equipment. - � 'm B '
iuu� }
activity being considered compliant with the Ground Stabilization and Materials Handling ;r �,„ a,smr,""' " 1�'�'=_'�'11� Tm
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the M� �,,,, j,� �o j ,,,,,
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The project. ��'11 �T STAPLES j'I„I,o! K$
permittee shall comply with the Erosion and Sediment Control plan approved by the ,_...j1
j'i,. ,.��o�
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as 1 jam•�,�•�. -I we' 1-s14
may delegatedauthority jurisdiction. hazardous waste(recycle when possible).
not apply dependingon site conditions and the having a WORM GM ,E�
5. RemoveDEVICECONCRETEIARINGRoar EARNER EIS ecCTIIN A-A a STAMM I.ACT.LRCM l aifmmm INea leaking vehicles andconstruction equipmentfrom service unti the pro CLEARLY
has been corrected. Lit"`LOCATION DEIE1MOm N fR10 NARISOI SCENE
CLEARLrDEVICE=W SO a nc mo TO vs•ort
SECTION E:GROUND STABILIZATION I I encrn�TEvA•au TIErsrpucmEsaNi ""•""I ,=ANDRAm"m°
STRUCTURE
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products mermen REACHES�IF TIE"r"` I I �,, MOM
Required Ground Stabilization Timeframes even , ,0lAn siacas�,,,E IR N ABERLIATE
OF�
to a recycling or disposal center that handles these materials. n . v„M MOE GONCRETE,,.m MM,�
Stabilize within this """
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description Timeframe variations �To OCT TO SOLE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled, hardened concrete residue in accordance with local
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
None
(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 in
Ifslopesare 10'or less in length and are
3:1 from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 7g not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and 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
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed - discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Installportable toilets on levelground,at least 50 feet awayfrom storm drains,
Stabilize theground sufficientlyso that rain will not dislodge the soil. Use one of the overflow events. Replace the tarp,sand bags or other temporary structural
g streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
• Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
• Rolled erosion control products with grass seed available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. ;.
`' � ' NORTH CAROLINA baggeddirectly
r, . t 3. Do not store hazardous chemicals,drums or materials on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover i; ?�'��- �
or surrounded by secondary containment structures. " 'Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

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
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or corn plete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143 215.85.
approved by the Division. _
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
After a permittee becomes aware of an occurrence that must be reported,he shall contact
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed.
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
p other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases• site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours _ Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization electronically available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
Bonn as possible. 3.Documentation to be Retained for Three Years 1(b) (c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • f the bypass,if possible.
fore the date o be days at least ten are report
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] py
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass. _
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and Fir. .
(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. ,,' 14"111
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19