NCC220588_Site Plan or Location Map_20220224

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PACE FAMIL ROPE�'.TIES, LLC / • . ' Z C
'N P ll -•N0: 9763 69 35.34
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WESThAMPTON Dfi W a 06 u_i E
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BYNUM RIDGE RD hUDSON uJ
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VICINITY MAP /z
/ �. SITE DATA •r,)
I EXISTING CREEK V� - r .` - C
TOP orBANK(MT.)
�=� _ \ PROJECT NAME THE i1AMPTONS SUMMIT - LOT 58 •�
r .-�' _- �� ,f - r PREPARERS CONTACT INFORMATION ]ONES CN055EN ENGINEERING, PLLC
EXISTING CREEK CENTER i / p-,, -° Box i o�2 w
w ,� �' APEX, NORTH! CAROLINA 27502
irn'J • r rr. �'� . '° ,� / PHONE {91 9} 387 I ! 74 V
' E��P r .' .�' ! ' I o _ FM - {9 f 9} 387-3375
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'� 1 � , CONTACT PERSON - PETER D. CNOSSEN
OWNER/ DEVELOPER CONTACT INFORMATION SAGE BUILT, LLC
' f = f r ,.•� ."� . 221 N.SALEM ST.
I 2046 ENERGY DRIVE
_ _ f �, �� �'� ,� APEX, NORTH CAROLINA 27502 SUITE 001
F _.- - _ `� PHONE - (91 9) G 1 4-9780 PO BOX 1062
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! + .� - �� CONTACT PERSON - HARRY KROHN APEX,NC 27502
1 + / \ Offi�e: 919-387-1174
/ f [� STRr ET ADDRESS 366 MOUNTAINTOP CIRCLE
,f �' ChAThiAM COUNTY PIN 97G3-00-98-1 743 Registration: P-D151
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— // / / f r ''' / / / TOTAL AREA 3.07 ACRES 4on .
r 1 %' 9 7 i / !\ -- s� .. w , S��i�1 in-aii;,,.. r
Sr)DISTURBED AREA i .05 ACRE {45 6! 9
fF r A .�,. �' / , -� PROPOSED USE SINGLE-FAMILY LOT '``` ' A J ,.,f
_ f �° RIVER BASIN CAPE FEAR p g ,
�_.7 > ' .• WATERISHED JORDAN LAKE - PROTECTED - ^
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FEMA 1 LOODPLAIN INFORMATION MAP #37 i 0977300J {DATED Q2-Q2-2D07} L� + �-
! , )41P PROJECT 15 NOT WITHIN 100 YEAR FLOODPLAIN. i7�r
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_ r �F / f , NOTES: r ,. ,
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2.
° \ I . ALL MATERIALS AND METHODS DF CONSTRUCTION SMALL BE IN ACCORDANCE WITH CHA7HAM
w �' /' I [ COUNTY STANDARDS AND SPECIFICATIONS
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� ' � / K 2. BOUNDARY AND LOT INFORMATION WAS TAKEN FROM A DIGITAL FILES PROVIDED BY GRIFFIN CO
✓� ,' / +r .. .-. ....- _ ...- LAND SURVEYING, INC. Z 0
�' e 1 3. TOPOGRAPHIC INFORMATION WAS TAKEN FROM CHATHAM COUNTY GI5 DIGITAL INFORMATION. in < U
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/ P / / �� 4. NO FEMA MAPPED FLOOD PLAINS EXIST ON ThIS SITE PER FEMA MAP NUMBERS 3710977300J _
N ) ❑u7T F (NI') �`�/ , '40_1 _-r" „, `, / �, DATED FEBRUARY 2, 2007.
1 \ 5. THE TOTAL DISTURBED AREA I5 45,G19 5F (1 .05 ACRE). HO
1` / / ; !' _.� G. EROSION CONTROL MEASURES CONSISTING OF TEMPORARY CONSTRUCTION ENTRANCE AND SILT z
,,.- . .� - / / j / / / / r ! , �% FENCE SHALL BE INSTALLED IN BEST LOCATIONS BASED ON FIELD CONDITIONS.
-� :� 7 y� �a�. - /,, g ; I 7. THE BUILDER SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION 0 Z
-- r y F00 - , t 7'- \ CONTROL MEASURES. ❑
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.. ` f -- 1 � I r -�.. �� A s 1, 8 CONSTRUCTED AT 2: I AREALLOWED ALL NEW GRADING SHALL PROVIDE LOPES BUT SHAALL BE ADEQON AT 3: 1 UATELY YSTOR ABILIZD WITH SLOPES
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r--- w J.- f' - �`cd°5t;O `r j ,b� :a �, COVER OR BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES OR LINERS IP NECESSARY.
rft I r7- ep 'L /, / / .� ,/ / ` 0 - 9. ANY DITCHES OR AREAS NEEDING STABILIZATION SHALL BE PROTECTED USING C-1 25 LINING OR —J
r ' -/ / �.. �r ,� / �f , j, c\ 'L, 1 EQUIVALENT. U CL
7 / , n L,� 10. THE AREA DISTURBED BY INSTALLATION OF THE DRIVEWAY PIPE SHALL BE STABILIZED WITH 1-- {�
J �, `� �. `� / - r `' 7/ / / / V� `5 TEMPORARY SEED AND EROSION CONTROL MATTING IMMEDIATELY FOLLOWING CONSTRUCTION. Ell
I vim,• `� ,. �� �s Q EROSION CONTROL MATTING SHALL CONSIST OF EXCELSIOR OR. EQUIVALENT INSTALLED TO
�r .r �,- � eon / d!' / P r ,'' r` p `c\I ' MANUSFACTURERS SPECIFICATIONS. 0
NOW OR FORMERLY W 1 y
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TURNBERRY DEVEOPMENT GROUP, LLC / LIMITS P.} - , 7' OQ
LOT 9 BALDWI PEAK SUBDIVISION r�. ./ / / -� �' 1 O' G. �---
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PIN NO1753-58-5GO8 f ��
/ -. LEGEND
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�� _ ' COMBINATION SILT FENCE x ❑ 0
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ENTRANCE =! - ��.. "� q-o�az _1
f i f t WATERLINE - 7.
, / Gj - CONSTRUCTION ENTRANCE 0 J
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I SETBACK, -, - /I SILT FENCE OUTLET
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y ' ,� to `~� /. � .l 'z .r 18" RCf r '� NARRATIVE:
�� / L' s� STRzAw
! / f % r J �`�J t' Cf WATTLE DFZIVEWAY PIPE- 2
I [ _,_.{SEE NOTE 10} 1 I HE PURPOSE OF THIS PLAN IS TO APPROVE THE EROSION `�
1 {{ 1 f' - . � / _ CONTROL FOR hOUSE GONSTRUGTION ON THE 11AMPTONS w
/ I I I i 3 \ SUMMIT - LOT 58. D
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l ,' ,sue f I \ 1 1- s° I 1 DATE
-14-- 0 10 CP \ - , '` �` �/� `� / ��\\ ! 1 " b( r= DECEMBER 9, 202 I
1 _ 11
' II _ �- �' .r" / 1 ill_Lijr.1 - - O Il 13122 st CYCLE REVIEW
\ I I �� � %\ REVISION
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Y .. M'1.arrll1-.August 31 ••••,September 1O-Februar 28 .N.IIIY AL.111NG'ro 80110M01,MC'rC'!_AS WELL AS TC•IE 511}E51.bslis or 111 I!]P..:L 1 ") W
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s \fi?TR:CMfry TAFFHSr IEirfl C°P TO AND f1
nLACOFtiTi f,H1 TOli•"11r:..:d!i ,,... .vr,u•:v - -r=.�--_ = ` ARI.!1:-e3C.LA •:'t:� 'i'3111^CaCue ANCHORED IN A TRENCH As 3IIOuT;HERE;
__....u .- - 10 Centipede104 rait pe p
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.X........ .......-_ ._ '��' .Berinudagra ]hulled) :5# Brrtmudagrass tranhulled, T.,.
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uer.,i • .mar i�raorr err ff, 111,�,11,1,.,.nrSH=14.
PIAH -e!,r._. : -5T Tall Fescue .,.,sue• .l:'otll Fescitr `` tiara ri •1.
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1.-:o: Tyne•wcwe r3rts,oE'WITH s7rAae cues �*r95S(bulled) ':i:a I,ICI:niilrl8�ri8cc ti131[ul.ie>�j 070. ><J'r y d'� ii�rri l •• f Jii
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Fn]1F+9.Lne:�t.iG..sr:,n�,.f ae Note; f]##�,}E1ahi,tl,'rass may be substituted S[]r eiThL:r f_:[�Dral,ecle or 13eY.lr+udasass only upon request. r•� �• �• •••ter • __
WITH n:n�Tiver
N(Y. y N O I,lti].:l:t_,.RUI.1_r,I I SIRE IN OP NET"uFi.;PALRAI.,F.rx.-rce 11I1:
t. Ar;t L1;71.i..:7kc7!-`I:'L`r 1 BE US_+'1'1.R3f.1 1C1]1 'ME F'I11 D. L _"`""°"R1 I 1•Fn cut and rill slopes 2;1 or steeper Centipede shall.be applied at the rate o S tbf acre and add 211#of ;I � 1JPAL:(PON"1 1'T O'A 1.,:D,:n•E R 1'L1.f:l'POII:(.11V11 h3('r.A.:PI. / 1
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._. .l[.-lIV liFsl Eti LF,1,.11{li F SIGN SI'111.1.13F liV$'CAt.i.'PI3 I,•- �� _r,stceE,]x.pulcrx frnln January'I December_1. .yy
\X:ITI I IN;r'OF C1l[:"TEMPI.1R 1RS CONCRETE S%ASI TOUT. ` 0 1 e • **,*:,,'-'\ �b .��`�_ ; t
?.ALA'I'i Rfelf.Sl.;St,:f7'1Y1(:(7'4tiTF1F�CTl7-snfF'r7RAFLY !_ E........ � ,..� 4 r 2 ;:Ji: :1 1 ■ `••<;.( • --,'c
1 Fertilizer shall be ill•-20-2iI analysis.A dilkrclli:urmlyth of fettil.ixer may be used provided the I-2.2 :�. ., 4.. ,f ?�
(:[I r lt[T'f �':i51'1(31 7Fi:71.1.13F REt1S1VF}]f Ri lei 11 LE ,,sees _tr,•„i
�•1 onio is maintained and the rare i-kfa application adjusted to provide the same atnounF of plain Fern-as a € N
�E'Fl=_7l11')C715Pti 75s:17 OF OR R EtiLYC,I,f ll. fl 1[ } f 1 :'jl '.fI•� .uvtTT[iu tie•rrlF:r.f t ,r��' , 221 N.SALEM ST.
4_IN N.1=S.DE.PRi3SS1ONS F)11 r1'1•IIFIR GROUND ND , 1f1-2i1-211 analysis and as directed]. `.yj'-Ill ' A I2.rruyl'nt,HNO.F >•�, `y? SUITE 001
I:IISTI'RI.BANC i'.l AUiiPii)RY TI1L:RI NOV AT.,r)I TH[i II Ii 1'
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l�.�1 -IF\iPC?R;lltl'[;(li�[:f{f'.'CF-WASHOUT F:1T,ii.C.FIFE "."_';✓.'!!. .- .-=ar--I / l [ Over •rep p I,-71:V sr,tll,n,',L.VLIIir,Rl:.r.; PO BOX 1062
.. ' , cm(1:1'F1.1,1=.17,l ARA FRS AND S'rA10i 17.CI7 TA)I,imy1:N'I' aq■° TYPE'ABOVE GROUND" �'
y PLllOV'I.11f...11111Srl; APE)(NC 27502
:,vrn�,�n„n-' „1::�., ,�� r1,-r�l�rlrs '`�. Office: 919-387-1174
i'1AQ I'xRl3FC'C7LSKI'S' I:R[YSIi AL.:, .,,,.,... C.'r1A"7;3.tgn i,911 TY I CF1ATIIAM COUNTY
DETAIL NCI,li 1'1' it • {e a„ n n
_ "�.. IMAM.MADAM
nRT.5,1, 1 Ii,CR Registration: P-0151
STANDARD C NCRETL;/FAIN T WASHOUT r�.azz PERMANENT SEEDING/MUI.,CHING SPECIFICATIONS M.MA - .-__. STANDARD MATTING TTING INSTALLA.I'IC]�N- -T,.,„m.. >•:, $I11'.L.T E..r xEzwmx 1:... li
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ISOMETRICVIEW r'-n' huociRaum
— ���f - I�"�''JARIABLE Aa D11OI('wr.r EOY TH€: EI:CENEF R --1 sTEEI POST "IAA =.-.
USE A(AROMA(OF 2 STAKES ' -.-0,,,sE A idW&tVe3]F 4 STAY EE �7h MI
_ - - 1! ^•�i, 'i _t2 IN E..-• C.
. .. .����� ��� � [I Chatham County
ON€1-rSL!7aE SIDE--�..- :e-- OH 1•CSWSlL�pE�Dk _ ��r S ecies R"a.te lip/acre Dates '+,, -_ • _. .
WATTLE T ea --SILT FENCE rAeRtc O.® g'.11 �1 7 s Sample Residential Construction Sequence 'r, .s
FLOW-may 1ANimu1+1 1R GAUGE m` INSTALLED TO SECOND: 1, "1E1" 1rfI Ree (grail) 120 jai-mace 1 --_ll,l 1 ! !,: 0011A..
^-J D4Y+kOE+E7 Di;MHO. Q°F. UNE WfRES X4, PARE FRCl,1 MP.rA.. ��girU FAINIFhuhi f2 raAUGE - -oil .� INTERMEDIA E WIRES 11. Submit n Land Disturbin Permit A lication at feast 30 days prior to an land disturbin activit
----- `t 1 EE.- i yISe €111 _:.- n ual iespedeza ('Kobe, at ° g Pp y g y
I► _ occurring.
�� ♦ v N€17ES I , w E;ACE German millet :to itlay 1 -August [ : ......_... -._..._- <
CRWNFJ e}USE A MINIMUM ix WCH DIAMETER EXCEL MOP. WATTLE.
-•',3,._fa, _ ._.IT_ �1}� r "41`; R--: i- L I !� ,=!1 tom- :.ems - aJ
I I = ':'; A =� i� 2. Organize pre-construction meeting with Chatham County Watershed Protection Department to
2)USE 24 INCH LONG WOODEN STAKES WI•IH A 2"s2"NOMINAL CROSS r. '• IE=' Rt'e rains 1 2��1.) 1.::\.1:!vl:ict 1:5 - Decext•1ber 1 :C1) 0
EI,Anl, y€F�y SECTfON. ig I' review site plan prior to land disturbing activities. Land-Disturbing Permit and Approved Plans Z Q
41 INSTALL WATTLE(S)TO A HEIGHT ON SLOPE SO row win.HOT - Ln <
WASH ARCHING WATTLE ANO SCOUR SLOPES. CA? AS DIRECTED. FRONT VII;�Vi S• will be provided at this meeting.
°•]ENSTA,1-LAN€NE!A€JRS OF TWO UPELOI'E STAKES ANO FOPJR
MIN,2 STAKES QC! F)C 1:-0H'=.UPSLOFE MINIMUM 4 STAKES OO'TJSLOFE ESLOPE STAKES Al A')ANGLE: 'ro WEDGE WATTLE TO CI701114D J�� .S'oil.Amendments1----
AT E10TTOM. IL - imrrT 3. Install all temporary erosion control measures according to the information discussed during the
GROUND S)PRO;AO>"STAPLES HAG(OF 0.125 INCH DIAMETER NICaL PARE Follow recommendations of s031 tests or apply,1111I}lbj acre,Srouncl agricultural D
_ STEEL POST pre-construction meeting. Minimal clearingmayoccur in the immediate area of all measures to
L 11 _"'r;'='I]f1Flam- FORMED INTO A J-SHAPE NOT LEST THAN 17 INCHES ME LENGTH. I1n,CStC;nc:irrcl75I7lhj:rere IU-l?1-1[}Fertilizer.
-� - - •.i1L= l.l•--!I'••'•1 `•• 7)INSTALL.STARES APPRIIWMATFAl FIERY I LINEAR FOOT DIJ BOTHFABRIC_ WOVFN ARE
:�._ T!-1`I -' SIDES DI Wnrli-E AND AT LA1.k1(lID TO SEL°IIPE 1•r'r17 THE SOIL. provide for installation,
J •I-''1'-• .. --Sill FENCE FABRIC
/ - .I 8] AF FER INSTALLATIQN nF STAPLES, rNINK AN?,APS BETWEEN ".'.-.""._.""'."....."'._.."."."""'."""......'.._.'....'_ ..".-.'.. Mulch
1AAlYING� ... 7 WATTLE AND CROILND W1TFI 36ATTIHC. ttglEa ! Permitted land disturbing activities may begin once measures are installed. 1.11
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! 1 Y USE SILT FENCE ONLY YrHEN DRAINAGE AREA DOES Apply•'l,.k)!1 lb/ache straw.Anchor S[Iatt•by[arkln�y with asp}kill;,lttiill;,or a F'11L11Ch r, ��JJJ W
V-DITCH SECTION VIEW STAKE, NO7 EXCE:Et ,fin. ACRc f'GR too Ft. of r£NCE MD 1 g anchoring tool.A disc with blades sec rlcrirly straight can be used as a IruIcll anchoring a. Complete self-inspections weekly and within 24 hours or a 0.5 or greater rainfall event. ❑
vAVE STAPLES Tr+naJO-t ANGLE STAKES NF:YE:R IN AREAS OF CUMf:ENTRrt;£I] Row. 7-1. U
MINIMUM 4 STAVES kiESH(.A.11G.T WAIlLE TO niiU£ ] _ �I- tool, —
MIN.2 SrAxES OH UPSEf3FE pGgM`..T.OFE �, , , WATTLE LY,T�p 2) OVERLAP 12 INF`Hf`: WHEN �FLICJNG FABRIC. ] g..`•Fti,•; 5. Maintain all erosion andsediment control measures in good working order.Silt fence, inlet
Y rbat ': ' .1 76 N1 31 FOR IL 04R OF SILT- PONCE=RELLIRES U F 1 r E. -4-.- Maintenance protection and other similar measures must be cleaned out when they are half full.Clogged silt d
_.z7�C113N' i :'': .-+.- n DETAIL O4UD0.2.'S. 11 '�` v f°i ..
l-'__-�'j ,ri.. f".. _ uATnFr, COMPACTED FILL 12eferri e if growth is riot fully adequate.Reseed,refe rrilize nod:fluid,.flmnedlatell' I
�ll. T _[- r ?I R./ '. fence ou•tfets must be refreshed/re.placed. Silt fence cannot have holes or tears. �� .
,_I- , 41 •f4r -- , ;tiI.1. .-{i-A;.!I following ea:osion or other damage. L
,r+-'- J••,�3'MINIMUM COVER OVER SKIRT `
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A.
_ a, sIAfiIES ' 1-STAPLES .,•1 7. Ground cover shall be provided as follows: u�1 - IaATI%lJC, STAPLE INSTALLMENT - STA .LNSTALy.h1ENT ti•_FINCH�SLEPT AS DIRECTED BY r•.NC#€ER .__....-.. _
— — E� 13lTCFT— __________STAPLE
�-^ SECTIONS - c SS SECTION ff a. Stabilize basins with ground cover immediately after installation. (If applicable)
1---
^-. $ECTIUN VIEW ^ SIDE V#EW #141 �1,.L` b. Stabilize diversion ditches intended to be in service for(14) days or more with CO
L'F111171A7 Gou!try T ; ,/
111,,M111nA1 clfAnli'I31ACUT3Nl} [.rTxErinwlfnutvTY Y,e'.r...R.M.1.101t3i ,„w,,H, _ temporary seeding and erosion control matting• (If applicable) DZ
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STANDARD WATTLE $AIfi•Ef I$ _ .. '�'.•►.,.y Ul.lAfA.NLM11l1f area with seed and matting 1
STANDARD SILT FENCE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
- sl1L:t�r]..t1 '_QI8-R2AE c. For all areas of moderate and/or steep slopes, stabilize e i e 'ng i
............€......................_.....�...... ..-.._.. ....._._.-..--d ' Si tuu-r 1,,,E RE if11'f•1 4 1
.,,,..-,....n. the slope has not been disturbed for a period of(7)days. 0
d. Provide ground cover sufficient to restrain erosion on any portion of the site upon H n I
which further land-disturbing activity is not being undertaken within (14)calendar days .L{ ) L
of temporarily or permanently suspending land disturbing activity. — �---
e. Establish permanent ground cover sufficient to restrain erosion immediately following n "7completion of construction or development and/or prior to final inspection. L
.........
_._..... __ _ —._ 9 Re-install aIl adequate erosion an sediment control
tral measures an or Increase maintenance
Rlp�^, i�,#,i„n2 a�run ;�..41111117H 0
YmEelrn
" '^'°„ "`, `w•7" pb�, frequency where approved measures fail to prevent accelerated erosion off-site sedimentation
5U'MEN sr•.!. ;1„ee :;.-Ie r,>.,;� '.. _. Try;.+ F9.rT�F+WASFIE"UFll;ll➢ R,ETER F:�r _°
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wl, ny,rr''':r. r'' sex V.= es MCI 1'-`• s di+. i-' o
r.rraa IN CHAPTER 6►'3F THE Ids OCO ,'-
nnrl.�, ,a^gKlK,wni .._ .. ....._.._......... s1Lr FENCE FABRIC TO OVERLAP _ ? dam. 10. Measures must be installed at the back of curb to restrict all vehicle access to the construction
cre�• -..w ..�� ati:e1-sa•1en P. '•.ii'' ro%t x�i arx - _ •
�S.1 °n
�+'c�+ p ` S 1 W' EROSION AND SEDIMENT HArDWARE CtoTH BY 12 INCHES•� •' .pa.
• r:1 I
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;y � ..��,�fi 0 e,c�n� n, n- 19 I CONTROL PLANNING AND -., ,• _ �w a'< y r '.x ;4 entrance. All measures must be installed according to the approved plan unless approved in the
w
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._._._._.... STER FENCE POST - field y Chatham County Watershed Protection Department staff(approved field Revision
'rrr`•f` .......... ... • V 4er? 1.T'fih`.3l'B'IAIL APPL,IF . Y TO ENt17,40.L°E!T '+ l7p •
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Y o WIPE FENCE L .-5IL T FENCE FABRIC �Hh4pY]L3`cE CLOTH ''.-STFF1 FENCE POST Modifications to the approved and permitted plans shall be approved, byChatham CountyROADWAY
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1.---- :::..!E
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f -2 e44 • a¢L7 '�:FDe� �g>'�'aa y �!rnL•piae'1i93. r';ec 7 vYA51+ED STONE EXCEED Watershed C 1 staff to request es1:an inspection did obtain a sign-off
E3 t rmexaE ya:eue+ r.,Atra•,E and �>r-rexo T+i:,stra- ae+.rr r,•scaicn D�,L�now of ne'e1;a,cn:��e uxL . DRAINAGE ARr�R i30E5 NOT a-%CEF6 1 4e1�Department
County W t tied Protection rner t e usi n-
caesra,p+1r,r .acelsnaxl:t1wi•r:,c�.r:•��.�:ia°,q,Yn4 uke.r�faa,..e•erunwr wH ACRE AND SrIE!�E ES F LOW AREA. USE
s ^..*,------; n m,rkuf,I:1•uini u•r•:ni>rs.,. ,'sswr;•1u.M.a,:,,a ',Low DIRECTION 18 A`, C.??EF'k\ OF SILT FENCE FAILURES.P,FS. on the plans or an approved FieldRevision. `�
Sr A ,Rs xq ass r�q a.n end
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LAP
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1 L 8 1Ymm n ego ms3w�ACan.z t k�3yyd =Kind y^yr!nee R GRADE STEEL FARCE P}T sei-ft Once grading and construction activities are complete,temporary measures are removed, and
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.: ,� F " WIRE FENCE E the site is stabilized tali Chatham County Watershed Protection Division staff to schedule the i S
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I r 1 i I final inspection. ❑
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as' IdR#, lb' NEW txlNsrnal TloF+- ----- _--- _ _ rk g _. ---i �� ; ^ ;°,M c al.,,, u �.;; :'S ` e 1 ,. g�� ' a 13. Once the final inspection is complete the ermit will be closed and no additional round
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°INDI A RS COUNTY ,"�!
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orrtill. c•,,:, r 11 ••ea1.1,1 ['1'E,APlAnv,.(INt, 03
DAMP- DA'rA11.Nli,.{n@R
RESIDENTIAL CONSTRUCTION ENTRA:MCI:� 201F.Di ., -,,,d
SODDING II TSTR[TOT I I IS ='A�8 STANDARD SILT FENCE CUTLET • 5F:A1 7?AvrJ
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........._....__ N T S PDC
_ r ..
DATE
L ❑ECEMBER 9, 202 I
REVISION
011 13/22 I st CYCLE REVIEW
.1-EET
2
2154

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
ether mulches and tackifiers
ether mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
,t NORTH CAPOLIf A
.:., , Environmental Quality
. MR)
M STM %n
r
CH.EI &Y pAAHEO �
A HOTo16 Xv= 13o'XW MW
0
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SECTMN A -A
L PM LOCATM nETEHU SN FM.B
L THE CONCRETE VANWT STA Cr S SHALL
HNC NAOITA WHEN THE L� MOM
SOLID W CM = OF THE STRUCTI
crr.)
Hmm
oft STAPLES
L ACTU ` LOGTM SETiw N
CUL40LY gAOHEO SiNiHAHE
HCf1iTE
HOT M DICE WNWHON
P.THE WCAM VASHHMJT
STFACR ES SH M.L K MAWMM
vHHH7q THE LN MGM SOLID
NFJWM 7W OF THE STNHCTIMES
CAPACITY TO PFAV= ASiH>rNTC
H MJ= CAPACITY VIflH A MOIOSM
ELM
2 SrHCHHES OF FIEESOAB
8cocE1E VASHMJT SIHHICTM
ABOVE GRADE WASHOUT
VmH
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19

PART III
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
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:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAR+DLI NA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION 6: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten mays before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
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.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including enact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCG01 SELF- INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19