NCC215649_Site Plan or Location Map_20211012

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r i r SITE DATA J 'F
1 / 1 r
r I 1 PROJECT NAME INDIAN LANDING - LOT 2 i a)
f EXI N� r PREPARER'S CONTACT INFORMATION JONES CN055EN ENGINEERING, PLLC „�
LOT 20 / SOIL DRNE I P.D. BOx 0 2 NICKS BEND 13:
SECTION ONE, PHASE B POND + NICKS BEND 2 ,, C
INDIAN LANDING / , 1 , APEX, NORTH CAROLINA 27502 WEST EAST [�
P.B. 88-397 �•9 J
r� + PHONE - (9 19} 387 174
PHILIP J. POETZINGER 50.0' STREAM BUFFER j fi............ :�'r FA7C - {9 19} 387 3375 (A) lr
JANET L. POETZINGER PER P.B. $8-347 I + I ;:.
Q.B. 1711-1112 I I ��' �� I. r CONTACT PERSON - PETER D. CNOSSEN
' �1 03 NJ INDIAN LANDING DR
„^ OWNER/ DEVELOPER CONTACT INFORMATION ABSOLUTE QUALITY CONSTRUCTION, INC. RNER RD J OS w E
# 1 • FDAM �� 3g77' 1 3G00 UNIVERSITY BOUL><VARD L.E.I En
J I EDGt OF .- yi.u:
-
-
1~ ' ? 1 SILT FENCE q SANKI�tt It+�t ' I■t ': t r �►��� DUF:HAM, NORTH CARDLINA 277d7 [v
SILTeT NCE. .I th •iu111 7.1151161.
: . �, + I 17,, t�i I�t �i t�3 I :: + CONTACT PERSON - JA�DN SHAVER4 VICINITY MAP Z Nl 4.97' E1P TO E1P tp'y _.. :7 1 �: !/ ` f 50 „ + '�5 74 Yo'CAL }�ltl#1 lt�f I l !il - i I I I■ I�� ��L I....'34 1Fa E5l �x�y ILif4ea r �I �e� � � � I
r STREET ADDRESS 423 NICKS BEND EAST � � C
CHATHAM COUNTY PIN 9773 0d 07 9940
ri ;.. �I r toy s`. I r Z D
, , 0.1' se _ ' �*�' , :. r TOTAL AREA 5.32 ACRES (23 I ,G49 5F) W
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Y
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si� Ice ' \ Lr- - . , 5Sf 7
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�, SIDE ��� D ' r t PROPOSED USE SINGLE-FAMILY LOT 1 p C
f :,. :• I 1 RfVERBA5IN CAPE FEAR U
4`fl: w NnouT \i,\\\\\ '''
r WATERSHkED JORDAN LAKE - PROTECTED
`! \ \ T :RPORARY ,f ,� ���• g4 i' \ caNS,R,,cnoN f1
r FEMA FLOODPLAIN INFORMATION MAP #371 09773Q0J (DATED 02 d2 20d7) Q]
/ f 1R eNT r � ; .: ' PROJECT 15 NOT WITHIN I Dd YEAR FLOODPLAIN. C
,/ ri \ \ \ t is + lc
.r ct FP �1 , ! �'� I I I NOTES: •0)
_ .3 .--' �� lF-� o IF 1\ \ \'•\1\ \\ ERP:\ 397 N r_ 1 1 V} i . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHATHAM
'' 1 I i EI LUC
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°`.` ��I,, Q: F `1' ' -; �' ' I
• I r COUNTY STANDARDS AND SPECIFICATIONS. ,]
;� Y y_ �"� . , �r be' ' • r ,,� + 4 2. BOUNDARY AND LOT INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY BILLINGS LAND U
11! = TOTp L L7I5TLTRSED r ` .GRAVEL l
::: e• p Ca . RDA13 1 SURVEYS, PLLC.
s AREA: 52,215 5 t'T. e) r, wrrr
1 - 9.,-yam — �`
'� ' . 4s x I�� 1 \I r H 3. TOPOGRAPHIC INFORMATION WAS TAKEN FROM GIS DIGITAL INFORMATION PROVIDED BY
t 1 I:
�_ ,�/_ 17•PHEr I ` ' . BILLINGS LAND SURVEYS PLLC
_ I / O p "" " 1 r �� • : 221 N.SALEM ST.
�_ k A .. 4. NO FEMA MAPPED FLOOD PLAINS EXIST ON THIS SITE PER FEMA MAP NUMBERS 37 10977300J
p,o >+ r \ 1\ \ •. I DATED FEBRUARY 2, 2007.
SUITE 001
\ Ale "� / `: POND
1 ..---.— . µ .• i ," ow PINE i ` r CIS �' 5• THE TOTAL DISTURBED AREA IS 52,215 5F (I .20 ACRES). PO BOX 1062
IN C:<, PHE 1\\\
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• reRro �RD� Ir ' raG. EROSION CONTROL MEASURES CONSISTING OF TEMPORARY CONSTRUCTION ENTRANCE AND SILT APEx,NC 27502
�I�- 1) m APPROVED SEPTIC AREA RJPA DI ME 90 1r A"•` [QPER IAPRDVEMENT PERA4rT R.S TiGN N II FENCE SHALL BE INSTALLED IN BEST LOCATIONS BASED ON FIELD CONDITIONS.
DATED 12/22/17 laf17`pi,./ SE B f 7 RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION Registration: P-0151
i
aa V LOT i s OFfsce• 9i9 3$1 1174
..�+'� t 1' :11
� SECTION ONE, PHASE THE BUILDER SHALL BE
- / • � D r INDIAN LANDING
z - RE*T NG �.: " ;r ,x I \ +: + I ' P.B. 88-397 CONTROL MEASURES. wyvr+l.pneacnasan.c4m
f° I • �` Au / +�•� .; p , r I. 8. ALL NEW GRADING SHALL PROVIDE SLOPES CONSTRUCTION AT 3: I OR. FLATTER. SLOPES -
Ca � a �'/% se.POPLAR NANCY J. WEBER
s5.a,.. �.� 1 \ \ i 3 .. I HARRY T. WEBER CONSTRUCTED AT 2: I ARE ALLOWED BUT SHALL BE ADEQUATELY STABILIZED WITH VEGETATIVE
1 4IvO �� 55�D' - , ��4' 5 ! / / a ! t D.B. 883-244 COVER OR BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES ❑R LINERS IF NECESSARY. 'rPriO \ "a i7+ !�!e I d +. r �E'4¢ T ir,rrl:
n, I - � .'' -,---.. a E....•.. ! , 1 r •9. ANY DITCHES OR AREAS NEEDING STABILIZATION SHALL BE f ROTECTED USING C 125 LINING DR ,.ti
S ...�, x x�.. .. _..._.. "rp �/ ,�..r.: '< ��s oRr: 1 ► e>. . :I EQUIVALENT. .;^`'''S C f �
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_. a•nr�A,anc / 17f. 6' ANDPIPE� I1,. .\
1 .:,I I + _
cp. I I LEGEND '�
•SO.O' OUTLET fn'P.J ftr
BAR .i titogi ' ..,. 111 yy n I
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4 :413.14::::1111TIti!
,� I :1\\ 1 + I NARRATIVE: 1
..J.M!fir 7.:
. f - PATIi TO POND r r J 1A '` r �
I
I , THE PURPOSE OF THIS PLAN IS TO APPROVE THE EROSION Z "� .�
f DI57181JRBEa EQGE OF 1 COMBINATION SILT FENCE 'x.; � cr5:'-' ,.
Limns rrYra BANK I I I x x CONTROL FOR HOUSE CONSTRUCTION ON INDIAN LANDING �:,,r,+rD. y „r• 0
1/ 'I t rIv 1 TREE PROTECTION FENCE - LOT 2 l . �tl.
I �` Faxa \y)
I ~1 J I 2. THE RIPARIAN RESTORATION PLAN BY TERRACDN SHALL BE
1\ DDGK l fr\. 1
1 l 1 �� LIMITS OP DISTURBANCE I I �* IMPLEMENTED A5 PART OF THIS EROSION CONTROL PLAN. �,
s 'I \ 1 . 1-mr MO' ' ' I I ....,1� rle
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11.
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. LOT 21 + \ .1 r CONSTRUCTION ENTRANCE < <
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l
'i �`. 5.318 ACRES 1 i
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i 231,54g 5Q. FT. I • 1 o r E
\ \ I I . \ 11 5ILT EENCE OUTLET
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: : 1 LOT15L.i_..i ° Z
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{ \ \1li SECTION ONE, PHASE B11 ]] �' rINDIAN LANDINGUrP.B. 88-397
t r TYNDALL P. HARRIS, JR. Z
111 ' \\ \ 1\ . \
I r OYNTHIA B. HARRIS �"� ZrS \ 0 < 6 0--
r D.S. 1072-743
\ \
1 . 1) 1 1 1 ) I Residential Construction Sequence
\ \ \\ 11 ....-••••••..,.\ . r 5 , ' l 1. Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing activity
\ 1 lea. stDE 3a7 f .::• occurring.
r P.a 86 L.i� n
L \ - . "' ' �� l , S 19'09'17" W 2. Organize onsite pre-construction meetingwith Drew Blake 919 S48 5715 to review site plan �„J
55.67' 8 { I
\ \ \ • 0 p 1 'I 16.84' prior to land disturbing activities.Land-Disturbing Permit and Approved Plans will be provided at
N111 \ \ \ \\ \
f �r r'< I this meeting.
EIP 1 H
r �15.79' 3. Install all temporary(erosion control measures according to the information discussed during the
, \ ‘\\-\ i . -
_.. 1 P'RCP
f �" /
+' pre-construction meeting. Minimal clearing may occur in the immediate area of all measures to LD n
i —\ \ \ \ \ .
r— YVTA ► ► Z
W 351.4 ..� - / '
0 44" / ► provide for installation.
ti 4, a n y atershed Protection D p rtment staff to schedule.an r11 p ction cif ❑ 0
-\ \ \ \ \ \
j Contact Chath m Cau t W e a s e
i' . 1 41
4• .."'") _ �- I ¢ 1 G / all installed measures.
p S 88'51'4 " W `133. j• / -� �. aROAD ► S. Permitted land disturbing,activities may begin upon approval of the installed measures. ❑
1.--- U
\ \ t \ \ 1
Ne 7 / — � 'T Q / r ► 6. Complete self-inspections weekly and within 24 hours or a 0.5"or greater rainfall event,Email
--- " A �' f all inspection reports to Chatham County Watershed Protection Department staff within 74
hours of inspection.
/
" '', /
1 7. Maintain all erosion and sediment control measures in good working order.Silt fence and other
Z 0 Z
_��� '/ 1Z 0
�`" _ 1 similar measures must be cleaned out before they are half Full.Clogged siltfence outlets must k `
-4r p �.. •I / be refreshed/replaced.Sill:fence cannot have holes or tears. J f
f • •I / 8. Ground cover shall be provided as follows: < (.1 1
►
a. For ail areas of moderate and/or steep slopes,stabilize area with seed and matting if ^
241 NICKS REND EAST (`•Jl
PARCEL ID: 1520 I
the slope has not beery diturbed fora period of seven r7y days.CHRISTY A. BEACHAAh U. Provide ground cover sufficient to restrain erosion on any portion of the site upon
NO REFRENCE FOUND I which further land-disturbing activity is not being undertaken within fifteen(15) < Z L
1 calendar days of temporarily or permanently suspending land disturbing activity. `y f Li
LEGEND 1 r c. Establish permanent:ground cover sufficient to restrain erosion immediately following L1J
completion of construction or development and/or prior to final inspection. ❑
o ExISTING IRON FOUND 9, Re-install adequate erosion and sediment control measures and/or increase maintenance —
( IRS . CORNER IRON REBAR SET
❑ CALC frequency where approved measures fail to prevent accelerated erosion,off-site sedimentation, ■n
❑ CONC. MON. or repetitive non-compliance issues. u
O UP - Ln1LrrY POLE 1.0. Modifications to the approved and permitted plans shall be approved,by Chatham County W
® 55>vSH - SANITARY SEWER MANHOLE Watershed Protection Department staff only,prior to removal or installation.Contact Chatham ,,
—aw— OVERHEAD UTILITYLINE [ `/
County Watershed Protection Department staff to request an inspection and obtain a sign-off L.t_ I-
'/. / DISTURBED AREA on the plans or an approved Field Revision. A z
11. As the construction activities near completion and prior to final inspection,the riparian g
restoration plan by Terracon shall be implemented. Q
12. Once grading and construction activities are complete,temporary measures are removed,the \ eD
riparian buffer is replanted andthe site is stabilized,call Chatham County Watershed SCALE DRAwra
Protection Department staff to schedule the final inspection. I "_40' PDC
13. Once the final inspection is complete the permit will be closed and no additional ground 11
disturbing activities can occur. DATE
SEPTEMBER 8, 2021
A
RElVI51ON
/\ 09/20/2 1 i st EC REVIEW
I O/OG/21 2nd EC REVIEW
0 20 40 80
GRAPI-11C SCALE FFEET
1
'5OJECT
2I44

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ar-r_., a.RAw BANE women wmx- V8Ei5iEcs k 1 omit.' dnvrng
SAWEIAG r n+:al .._....,... - _.._._ _._........................................................._......._. dstlttite_ ago--...,p
R of
lifer
1,,..4 eLAsrn-uNItIn ' i■ snndR Haa1 Go-U E]rJ11gM xYaelr i arMleer rtMp+•
1U,rci PLASTIC LINING • w.rwa+o [ ALL
D AREAS
17 EAS R.•vu+�Y-,
. ti s -xwnvc-w.."m.i ax-:�aa• [ �..i...rJ..�1]I5T : i�.EL L'1_C1_[' f`f;C13CriKDif Gf T�4P.R' fE1�111{IXI.III iin., 3
_ �wu:xl.ena+r
- Phn rrua,WI•IIrIY.
IOPTIrNA4.1 - "Waltlaf!
I' SECTION A-A *ADDITIONAL SODDING
J -.__....___-.......__..........._._ 5 u KY I f1 1 SIR+3' L`:m ni Ins K.,ar asFv.s Veal lair 9xd 5f p5 r 2.s.F n R•€
WW March 7 -1lu August 31 Sc tcinher 10-.Fek�.n.:.r:� 2 INSTRUCTIONS CAN BE FOUND
3' , NOS TO SCALE ` ic-orx.IxsYc : w orrNwx - ---. _.,.-.- F I tarwrlr:2hwy-ivs' gno'J Bard go,'f pool SK'1''f 25 3 ? Q
! EE"_'T1aN Ft-6 WR9HRWr �.._........................_............ T,'!I ta7cuR+,IwrW Advenhlre.8roah�-Yx,- i.ipun*A:ns. Tali r.s:uv
LA'rHRNl1 _--- - L / NOT .r.�' _ fair-on.Finefa•,.n and e'Ige orli I I CHAPTER 6 OF THE NC D C
i-'Lerr--IING 6N 4l F M ,r,<.[_.>t. - j[I k Tall Fescue 50 'I`all Fescue Y INCgIvo rho 2 EROSION AND SEDIMENT U)
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SIDES .,� es r.1"INUNI ^I -T-_ 'ia.1!'sT-".Si'>�ir�-i!'�'.I"liik°"'T' nx,.•a9' lupin-.;)Iyrr�r1Ic.Rrspel H.4.14 Pe•nr• IN 1' ! F. a I•:r l�:lt ll3' MET:iS,/neA -fi �� 13r1.,a I nUixYr, Bc AU- arfaa mne as.s
[s s�P aaRef r - x>c nr-s* _ .
... .1 I f s� - .. t _ .�� _ I';" CONTROL PLANNING AND 6 W E
3fYM1i.lfMl7' ..__.r......__.::?.. _`-€ .. r' - ?5 .Tie.il.rlilCl:1�'I1•..S (hulled) 3-Ys iC.rE.[ll.1Cl'dSrL [l:Ill all_rl; hEueaasa Konturk•1 $A4ou >n { i d >- s hiF, s•n. .>:��• A. + P;;,
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s--. t_ _..._ .. i f oa nuNn CUT a© sr asps a s a ri is .._.!. J DESIGN MANUAL W Q7
] I ' !� I 1 Pm i goal awr p xl we .]... �.. rrv�i. -.._.._.___-.._
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1.,,,,I--- I I c:rare SIGHe wreall- ur n Fertilizer ?DD#f Fertilizer
SPAfp&P.Ci • >_`""'" - r IC 1 warm Srf@4nis GraSsSRg: C.���II7 !
I ...-...�.-.--. �1 .... 'r .:nreiss i----I 1 1E?ao= ..T.riTxlestolae. •#iTOO# Limestone Hybrid$e1 F fJl'd89 .'dlnun!.Ilf�ey,ri:rcay PcvssE l Plain ai ' C 111.8 mr lorR1 n Trct tn�E dS alr--.1--.1 I1r_II>s eSacr rc laCcnleni Z
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I .I F f li is TliLirN4„Y `riedr, 1 salr.................................. g
{ - r .E.... -ryt- iyy-� p Zoy5InEra 77 Erne'd.RI.11.1c','er PiC..inro^rii Rlor1b F:T 11ri1C:+F rtA A I ! ' •;?• - I V►•AS i E J D BORRO T•'k" AREAS Comte!a€airs LritEizer,inil rnssiva7lie ciauf,uia[i Is;Ifx Slatesailinlaui'-n41�c PFel::i€nF-1e C
i...............:.....'....._. ! -._....._..__. _..__.. ai IBALOIWn• IOGfIAROi}II OR lire ail lest,*is m•nilat+le from lira C
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VARIES •. I -. �"----E r:tl1r".r,. t 1 Cerltipedagnlss Na imprawad 1•nnetivs I lalC!rROni rank .;2PV,11lllia r]1"i+;iA111 hI'dig},M?l[Carolina tla1,RTSiilillt�i.4frrICRFn}f C m IfIG
fl ;....':..;''1...'....�:.1: �- March 1 Augus 3 September 1D-Februar .28 GtlRRtoI Pla1n Apialilrnal Exrciroon S_rdce. IViI.7cs.Mdina TraO1It>;ismw=iuittir:ii ui1 Zv
• 3T'nac.E shay.tilt irliotL•Ifi t di avrrnrIOILIe?niay I e tut!i iJel. {"�
�' .. _ _PLAN IN rcff r oars..cools. P '1-paws,ka.,g L -TAIL 75# Tali Fes-cue -s Tall Fescue ..t kogssot✓riegmvc RNwicei Pieenonn!and 1 1 1
1-1 NUT TO S;fiL N[?Y'tt'�7Vl...E .y �.7`. 'E I.Co i IRI Pt,I- •Fr,ll rrirxd aVrI!IIHtUI'M itl3,e•lRa or a pm 1•1-°erlt[s�xre t 1RXI Its#'QV ■_l-E
l • TYPE-AOOVE GRAPE"WITH STRAW SALES 25',7 'Berm udaga1.ass (hulled) =�J'-.`- BerrudagzasR `i.11,1I1111.1ed) Sl'-i
i- - 'A Imp aunt:or'.i verIYtii is oodot-••r.:S:mull scpc,'-i-ciis and_aqua focal F L"
1-'W"Y"""""T '''•-•.- Ira. •r.T6'larafl oHlts r _ m'3lAh-lAtto--s. •l nKlliref'rr v rt'e of 1=;nAJ 1t1.'acre r_�It,i rlrit I I Nd V.,-1P-16 In OD Id•
-BERM 500# Fertilizer 5f:1I,0 Fertilizer ^r C
i_......_..._._�.......�.....-...__.._......_...:�._..--�-�--.1__ � .._...-....... .�__.-....._ -.. ............� <_I Q•1:1 Ili,l,ritlg
1 �__ to,P9 w9TIC trNar.Ys � E Fi^•r C
t. Ell t__,1 J _ 40004 limestone I.nrr.i, Limestone I _•_.-_
---tip_ [11uV ILI^.a ii1,UiNa.1111.1Y 1.0 nytltiI:d silo Odle(ft'IIiiki.!hyluuWlioas,Tf3ese ---r•-- 1 p Q
uFNRi4tIRINA yhrn IA he err cod N.INIli•ciivrr rnN arEB.AO slrcr rpnratrd IMO the ; I i:rr,:oa I„a:7a n=�
TYPE GRADE" � Y w nod'A r r"�» a
m!I PLASTIC LINING•_� 'E f `:r �A- is r S � _ %:c•::�onc,ran:.. 11S Al•F 10,31,:s.tt soil I,di4lOta heirna'ina- or other cirective mem, if 1 •. .�'-..'..''':.. --• !p"t•khs'pa 'li>«i.�
WORD FRAR1R SF. .I4EI.v _�tYy' )ter 5f)t;OFBahi Toss rna[ ire Sul? Li to red.For either Centipede or Beall udagrass only upon request. - - - 1 :l•u 1 Fs' ' .�. - .•, .' ,, •• F]a�ul^Inam:^sln>P.pl ran
1 - .-. ,wtil;ti•t Ii rci,yolk•:,Tim welly)Plcclice.N. 7tVlii/E. Y .
WITH TPE:STANg.R IIC1r Trj 51r:At.E X ' - - ;' �. be 13C'J'.O:vrJ'SY.•rii Ise nnlY:
WITH TWO�T.R[c>:"3 A ` i ISiSri,r:in F;""• T•7�
- 15.i,Iv layinp evd c1em tllr.enll nmJAu of rts'511.kill..mate-hlmrchsc - '_!.- �- .. # v►
NOTES -� lc+url.•Toil 1 fY fmp:Ihosi:lute.:!n fieAnvl s V.t0 ri le-et Ivy--Pets ieIll _
On cut and fill slopes 2:I or steeper Centipede shall 1pe applied at:the gate of i lb/acre and add 20# of Irypp h," [[ _
1P'rdRJIR1!11R - 1.I,ninvp.a ninbin[4 if ilYA!,mlyyt,•n ly- `
I. ACTUAL 1�.A7.'[-l1.'1"•]'[)BE 171 1.F.Et tl i"k Rf)1.1N'Ili F FIY.1:_i]. .-TYIrYyrFCNEO - n1.Rwa inn IR It..nvraR,r.,.4f',1-4
/ �__ 1 i�'I il?n1n•,s rinne411rg u•F�t�•r RrIF^i,i 113II'�i'.1 IFIE S3Tf+f�CFll�i'2 5 L41iliPirtmom •L
�xlz w.l Sericea Lespedeza from �anuary '1 - I)ecerriber 31. W. a<ur,'.:n,•IL-Lrl,m•,�,r,C•4:',..a- .--.-. rxlinTiiri.im .10. r•...1_ eIY.1@,il-_knVIZ
iPd vna.cav3rd F»1t1a l�vr::,r.,..
2. ,�C:oNicRIs'PR WASF1O11'I'SIGN SI-I ALL 81i INSTALLED - ,7 - wmmm:a� n .IH N if ,< 16F� I,x r I'o i1 101111 10111 vflw 1111J 0 r•J:rn•,Trp
W rrEn
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WITHIN 3l1'L.)E•'1 lit::TEMPORARY CONCRETE 11l,ASIt<3j?'I a s __.. - .- .-.. .� 111141 110c SO”pl1pual.I.r ..Ins-rc.,;i;iIF iat a::Alm.1 is soil �. rl
l 1• i • 5t F&Ile)ti ig iipA7y13I oil flld ES'inrtlnll 1P A'i s!!!Ile s^yl 15 PI- R;Ws MIL INN _
3.MATLRLAl S usEil7'l'L)CONSTRUCT TEMPORARY t ......_....__......_.._....._..... ._ Fertilizer Shall.be 10-20-20 analysis. A different analysis of f ttl).i"r„e,r i iav he used prr.)V1.Cied the 1 - dp �;:c ilsr Tarr=si i compnrrtca:.nn 9 make=t disllelli !ir tic ri re R11cc g p h
CONCRETE W'AS1i0[.1-SF1::1.1.,1....Bli R.EMOVEI)FROM 7.71.E' I �, .._' _ P<•Fr, �[ f<�P 'c •`0 r• '1
e to ratio is maintained and the rate of application ad'llisted to provide the same amount plant food as a •� �- �;- . . �QI:I.P4.r�,.r,s 51 ;,:1.i z, r a
C
SITE AND DISPOSED[' FOR R.F"sC.7V(:T.E.D. z :, v .R r. 1 ":`AF IV i; L.I..
ti 1 f 1-c,(1 LCl analysis sis and.as directed.
4.110L S,DEPRESSIONS OR.OTHE,R C.,Rt)i.F'I) dlq7. I' -`-, j -
��,,,, 131ti Ti'liI3;:`(.:I CAUSED F.I7 BY i'lit Itf?A1C:r�'AC,t:)1''1111i J r`~" . •�
h TRA-IPORARY(Y)NC:R1: t'f:WASH(0.,`,TSLI.1LL.IlF - - '. _.-i... f1 A�' , ,,- � +f
,- - ,T. ncdl r[Id =r{•Mie� '-r:±lfrlyi'S c tow;...hen lhrt.rl•, V�y�; nINn3n,n.r:ni.''R s-..niAN...my-3m AstILARedrd3'e'I's•"• 4V�
' BAC,k1'ILLED,REPAIRS AN l]STABILIZED•.1 ,I'RI V.F:NT P' TYPE"ABOVE OF1OUNC7^ J ~, C_ a rI� I,:,. ",,,a„; ,: p g, .E a,:
inmx[n,i. reLursNr� rmrToscnLe Watt WUt1C1 PLANKS c.,:..i•,dn-n�.sF<,.
CUM-HAM COUNTY EROSION. CFIATiIAM COUNTY CHAT LIAM COUNTY
N I111T11 C.AROL.INA. i NORTH LARULIris ....m , , N.11,III CA R[[1.IN.1 ,..........,. - - , , ,.,
to-rcit.N1,IME EH RETAlt.N1JM11ffi11 _�^11 "" LOLlTAli:N:1I. 477:1l
STANDARD D i�RETE/�'AINT WASHOUT(�CJ'T 2018-022 PERMANENT A.I Vl��l�l JI S:L ED vGI uLCx GSPECIFICATIONS 2018.021 SODDING INSTRUCTIONS
�ili1,_v�a 221 N.SALEM ST.
S a't:'t111'I of ,,,-v,,,r,,,,,,,,r,•r,rl.,i,i-,n,.,,.:., SHEET 1 r,1 k
I -.I.
suiTE/001
SFiI.'[.•"S'1(ill c.-11�nR.,:nP.m,--rrc,n-n,•.-.arn...I. .1 .. ._._...._. ."..".........."-"_.............." .....-_........._..-...-......:.--
PO BOX 11.IOL
i il.<[,'Pfllr 1:['I![„i�.,.YI[1:�1111InR5.<��',I
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonescnossen.ca m
�10li11tiif rrepr�rC
Pond Docks : Atuminurn & Galvanized Steet Frames ,,,•; 1), CAItr:''',0',
,,�•• ,OFti5 S � -e
pptt;E II:'rRF:ASP-P#IYFlf.;a; O,•q. •9 '--.
�'_is�- ` _ _ 8'-0" MAXIMUM t Desi ed fTa_r utxds or bodies
•Q
: ` ----VARIABLE AS DIRECTED BY THE ENGINEER $TEFL POST Since our catalogs were printed in..la 2t12i,material suppliers are 1
J i -_._.__ isomETRIc I /` of water With tittle tr3 rFa wave q r r/ :-..
,, � / / / f / t % VIEW 111 III( implementing 8.R-12%price increases.These increases are in many hectors "'O d Docks s E, s
r i / r / / r / f i aCL1VtY.ti or water k ve1 fluctuation.
_ 1 '
or the cvr lis ndity market from steel ainmiliuin,plastic,vinyl.,lumber,and r 1
i}SE A MINIMUM OF 2 STAKES -USE A MINIMUM OF 4 STAKES .. 1Opil.■■� ,�.��.■■.■ �I 02.°5`4,4,1z.'
r
ON UA MINIM M OF - -TAKE, � �_ composite mnteriais-We unfortunately can tin longortth prb tlu increases arid
Available i y a galvanized Ster.4 triune.€e.. o _ 14)),
ON IIOWNSLOPE SIDE � 6
'I Vk ti �� 1 t will need to ini letiienE a 5 a Increase on all ylorJtnd tadurls.Prices for`order =J._ a
-----.--_.-_.--...-.9 • •
4.704.'` II
• 4. SILT FENCE FABRIC ,0 .�OE`r 4�.� `.4� p p rRCi, t T3i4..Ci [tIL'17t11t7.LlIT3.t'711Ti.fc.
FLOW WATTLE ?sitNlMUhi 14 GALi vE [ice INSTALLED TO SECOND EIe�rF � t - online'products on our svehsite include the 5%inc tease.Thank you for your �y LNG I --
ON � `� MINthium 12 GAUGE »
,� DOWNSLOPF--,�7 d0 UNE WIRES lli� WIRE FRph1 TOP . b I *444�.+r.4191 �2 urrdetstamihig.Read more at: nerlV.S][cilr SK;;:'I4r;1?/S Pr f.S11111.6I �'r % ---- t +•
�J MATTING �v��� ice' �► c+ r ` �.-v = I�tERI�EDI�T� WIRES ::, :;' .. Rerxovable decki panels `�r:Fh' D. C � •''
`! Galvanized steel from nd ClOek
:..Af# 11i
4411711
4:444r432]Rill
o`ae� Ili ..4-,.......„; �� R Ap_ available in 4 16`and�+' 20'sizes
• • • • • G
x x
' -� • \ • 7 . • ♦ =J`-'° =jam I" i I ac Fffi �' rL' .-y - -� Z
I•�I •,� � \. \ . � - ' ` � � � �].�5: s .r;::=•
I..1'�- �.�i- ��.,'`u�_,:-_ "Iiml�Ix4�la�I1 trail Jul JI==JAI .I�..i. A��� - * 4-pieceGROUND1) USEA MINIMUM 12 INCH DIAMETER EXCEL_IOR WATTLE. a '� ^' I W'. `I_.-=..- .;.`_I '
aluminum frame pond daclt
1 I 1 2) USE 24 INCH LONG WOODEN STAKES WIN A 2"x2" NOMINAL CROSS J 1 - I '` available in 4' x 18'size,designed for 0
PLA VIEW 4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT �, i FRONT VIEW common carrier shipping U
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED. �[- i' i
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR 1'I l�f i IF
• Optional aluminum ladder (see 18
MIN. 2 STAKES QN UPSLOPE MINIMUM 4 STAKES ON OD HI2.CPE DOVINSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND 3 I 1 1i ••i pp
AT BOTTOM. STEEL POST 0
GROUND 6) PROVIDE STAPLES MADE OF 0_125 INCH DIAMETER STEEL Ye1RE
i-' 1[ l1I-1M,--.-, " .I L`-'17 Er FORMED INTO A U--SHAPE NOT LESS THAN 12 INCHES RI LENGTH. WOVEN WIRE FABRIC {( `l^'I
_ :.r'1 I--l i;-...;I11111 7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SILT FENCE FABRIC el A','.1.n. ibo“.-1 IJ.Tr:lc
F"1 i1 I� SIDES OF WATTLE AND AT EACH END TO SECURE IT TO T1iE.SOIL. N F I V •tlik7c4 tllurnlltlllfl rr<lrae 1 y
•77--="- i`I I 8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
MATTING �-�I I' W147TLE AND GROUND WITH MATTING, 9) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES - I [
V-DiTCH SECTION VIEW NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND �I F ° �+ U
•STAKES NEVER IN AREAS OF CONCENTRATED FLOW. "' ell
WEAVE STAPLES THROUGH ANGLE STAKES 2) OVERLAP 12 INCHES WHEN SPLICING FABRIC. o1 ‘ ) Q
MESH LASING 17F WATTLE TO WEDGE G _
MIHFSiULe 4 STAKES �"�MIN. 2 STAKES ON UPSLOPE cm I701N1SLCH'E r r .r WATTI.F. ONTO 3} FOR REPAIR OF SILT FENCE FAILURES USE IN 4�wrY- :77-..' :� t-
1.1' Wr�i ..1;�. WA E GilouND DETAIL 04000_23.
r ! '", -�:,:7•a���' MATTING ���i�i�✓ - U?siPACTED FILL _•PD.f„,_ L.]
GROUND MITA0 <inw
i € _C L
''�-11't iI-Ii 'l I. -J1r..1!1___,II >ri: d1 ` •
-. � - yli. _ Tz 1 c 1 ;, 6" MINIMUM COVER OVER SKIRT
- , AP ES "- STAPLES '' 1 -ANCHOR SKIRT AS DIRECTED BY ENGINEER
'its,:€ A1Ai71NG -t __.....,-,--.7.._.....3. '"■
nI
I 11.. STAPLE INSTALL 1ENT STAGE INSTAL LMEN_T ...•.. ;x °,•Y,.y L�..
VIE ^� r ,�
TRAPEZOIDAL
0
DITCH SECTIONS CROSS SECTII•! ��.y� ;. w A ..
SECTION VIEW
CHATIIAAICOUNTY (iFAFJJAF4RCOLt#VIY 4''x 1;. a g• '6•• w
hip4ali �.:.. f
• f !!7
N[,RY II [:,7 f311L1.'.•.c �" + 1x 1_02 pallet•' .,8 - •', '.-.. ;re
K111.1.11, e A R n 1.1 N• ,•. , ...."..,,."_. •,,.".."-•....•..-..-..""" .• - .
j ® nr..•I:slr.N1r1Nnlstz _ - ryr,;'rnurl�Iausx:s .r.-'�;:;s:, galvaniZedsl.Eelfi-ai11I=.<.. -A ate < : *,;::
STANDARD ' �1.TTLE •• �' M e N
2i)J9- t� S° 'A TDAR I) SILT FENCE 3f1f:9�t, -;,_.EPA .slloivil INith comp :..F�. ', . (:clla':lllillra Ql,ippirlg t:=your Location at!
:
- 5111:ilit i Ill I � $FiC.:1:7 I Id# 5:rtltAonitr: lnrl 3 �''' ewm.thedockdoctors,co€nfaLtnniJ urn and-daek u !
Y.k.r.rtI111.11[!1T":1 INN.I•Y°.*Rl!fP`T
.• .CHIII;I,r,,fllie•,RANNIWITr},gT 7 V J l
... '7 k '=l!.. i�'Fs'Y�`A'Nr:' ,5. y - '^r,: "�v; -.. g SRw.'r.
?r 11s �4 jW,g+�-•�;e �.'g' :rr ;r::.' �ti...:r.:• -s..P..:•.w-
..r .x �`,-A-.!,,Y�' '.•'� a-3" - -
r.sr
C-) H 0
z0
,•'' ,, .- _ ' .YES:4'::%". :'i:::':::. �I rrL�.�
FILTER OF 1 INCH DIAMETER Tr- `� rt x� 'Pond O]CIS0
57 1NASHED STONE • 1�, , 944.4. Ya fifiS' 4�9x ty, :1,':
1r�1i11ard stCNl frame r1;
5U'h91N 1. I '"Nr.. t 1 _w• t 0 .; s•c o ,_„a °uvi>�rtt.l nptforsaI uurlc(crr'Cr _..s tE _ :y..�
F3,""-,IJF"T"I.^.ic:hl t_ I t..i fv t. * 4 7, f�.�_
A. L Y.-1 " •. P_-dam Ii: _ R'. Z
{,fin
1 F v� �•, -
%t _1=1C>1'AEt�. d"� �a _ SILT FENCE FABRIC TO G R _LVE L.P o- �•--,
• g: ...,''.. ; •...
�a �`- d"^'°'I'S HARDWARE CLOTH (3Y 12 INCHES Ri. ct.' .1,,,.;''.V."1.-`'-i'. ,..:.'X'-'''''''' <I( Z 0
, d7°
• c �5
1r octxt-.2,_ (2. ava' s - A- Li', d' „ • STEEL FENCE RGST g ..:..
^•1'.. del €LI Ukr}Ltil'TO VAN I l 'Lh1X;+T':i _ _ z.�.. ..•.
VnRE FENCE- `HARDWARE CLOTH FENCE POST :..': a:--.;;:. '`
IEX1i TIN4 „' c , -r^_ ;T{ r' £b .1.•I;, 3 , I SILT FENCE FABRIC STEEL E CE OS -- ".
e> 7 STONE T 1 LlE5FF7 a lUI'ut°+H It l FAMILY Y'F� SIJ tiTIR.of f a ON MIRE FENCE -. r • ' :
Y co STONE' " i 2 WIRE FENCE ^P;' ❑ Li
ROADWAY n s5t1R�1= R u
HARDWARE CLOTH- _ _
ra 11r 1:t ' '
T r: P. SILT FENCE.-SHOULD L BE LIED KVIEW
:'� • •
'.l r,f RAILROAD£5 aL>AST. !J tt II T AI ENSURE t . Wj 1N .. „
W •�, R) PLAN N.cQ.1.fn: .'
��.41. o cif c✓ rJSTFaY;;.;rTl it E F1VT 4 r bAS i fi I F f3 FlLTEft OF 1 {NCH DIAMETI R• USE ;II.T FENCE OUTLETS ONLY WHEN g <' � ' .4piu alunusiixlYt fr.iLie
E r c+C.k o I.„': c3 # 57 WASHED STONE-� 3 . °•
cY c° c>Gy a es ea c'J DRAINAGE AREA DOES NOT EXCEED 1/4 ` . • • `•�a Y, •.. y sa ..r.. .� .. {�
z��•o c> c7 f.X.r�nA � Ai'o �3G`J C! F I L USE - - .... .... a_
ea p ,r ACRE AND T,IERE. IS A LOW AREA. V J
0� ' ��In C.ePro f ' 'C?Af . -`0 ---•.�-... -p i8" AS A REPAIR OF SILT FENCE FAILURES.
al
fx�r FLOW DIRECTION l s ,
PLAN , ' ». ,' GRADEA 1.1
STEEL FENCE POST SET
'- '_. .-'=T,-=1...• -?f. :,-..-1.,.. HARDWARE CLOTH MAXIMUM 2 FEET APAP DELIVERY
•
W1Rf. FENCE
� - i 0
I._„...::,. Ill 4...............1 - JQO. O fO-, •": rir.Y 1fi Pond Do k , z
C�t;lvaiTi�ec1 steel frame,:=1 new di piece aluTllinum frame,
•
SILTY [`NC:C` Ntt '1C7'l'T°2) I IGnli rlfi�ed^:l eel.s,nl
>r I I _ j I All pond docks feature rernovabte decking panels and black polyethylene
SIDE VIEW I I • " � ` floats.Includes(2)3 ft.long 1 3i"pipes with safety caps.Li Q
-3'6' MIN, 151 kin. NEW CON5TRIl ION.- ,„ SILT FENCE m Y` � w. r•'•••. ' '`U r. ► co
Ext _ .... .� _ 4417 TIC REAP s P. • M1s
. - - r R. I al- 7RAM,/
� i, •
MN, - Weight*
v r
IT' pp
•
T
i•
Stock
Size W Price Pr C e L
r
i
T c • 2fl'Pond I]orilr 1
...... .... 4..., Ira" "6 Sit 6ti'dl"H ,,� � � s
• '• •,pag6 11~sE113 . � 7 ui! �/ - •' 1•lnnixed s€eel trvne .'. .
r�el>r q bier'' " - E: �:r' ; , -'sc. cr . CitiTlrJnl t'.I.4S1'!r'I i•'rars lr R
SEPTUM PR 2Q2 I
Ai
'r
R. a.r. r ,..;< . �'� ' I. s. 7.a• I I �E Fes,=_-'. ,..�.'•LOL � •.:J�;,;IF_";-
E :L- 1 VV..'.1;i..`:i._'F.'.i:. - _. . •0- t:.-:t, 4_ ;::;;: 4'x 16' 2891bs. $2,398 $2,989
IAnFftC UN R aT Yli -itS t :,,.- Y. I I •C _ i t' E
:_�_I-�.::.:...:;.... - I.I I-I _?�'I.��',:�}.Fr;:,ri.:. :FVI510N
..- ,.... I jrf It. L1 LI -_��1_:,t :_ ,. % 4'x 20' 410lbs. $3,215 $3,969 a 09i20i2 I 1st EC REVIEW
i.
= is NOTE: ..f.::•:Ii'.
.r-s-.. BURY WIRE FENCE, HARDWARE CLOTH, Y'I'I€
�} S D I I FFc TNT VIEW AND SILT FENCE FABRIC 6 INCHES INTO = ' -idI 0/0G12I 2nd EC REVIEW
'L T}1E TRENCH a,. .,r {
CHATHA M COUNTY CHATHAM COUNTY
C4 4`x 18' 322 lbs. $3,229 $3,939 4'x 18'Pond Dock ,.... I
Hr RTN, r..ROF IT.1 pool II AR6L1.'<'h
... --.- ---• �i-Rlr:rP dl[itrir3ltar:l frarrfe
TINF Atl.:•l itP.I1t L1t �'I'a��.. l:l ri'r'M1Y I,IYffAil3liR -. -_ _ �_--______-"---_-_____ .".-_-.-. .---.._ ... . - _ _ .. .. ..-. -
--
_ " wwa RESIDiENT1IAL CONSTRUCTION ENTRANCE STANDARD SI . T FENCE OUTLET' a Wcig7lr 4!t wall clerking rrinovLxi.Custom ci:s:swiirl Iiolis available,Plus rnnfa t Its kW+:' tK=t-:.
2918-4113A a 1Ai l8_U94 7
SF 1EHT I',r i v,,,.,.ra,,£,:,I[r i.,.r.,HP $1 t 1 I�S l l••`1 1F3e hardwood or other composite declring options avallahle.Sr-derkir,g deinfiama1 color c hoicey rAl9-8.
Tbs.1.tL't,) L):or'tors 1--1§ii0-1 TO-675/r t 1A.• ,,: ifOfOr:1cIr,k,1,:,. 'r II.1;.e':St i 20;.i C <iolog I•i=ill 0 l 1 Cicw 7 ,
2
I-ROJECT
2144

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE EQUIPMENT AND VEHICLE MAINTENANCE ❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids.
10'
implementing the details and specifications on this plan sheet will result in the construction activity rA HIGH MIN SANDBAGS (TYP,)
COHESIVE & s8 OR STAPLES
2. Provide drip pans under any stored equipment. O SANDBAGS (TYP.) SOIL gIELR�AFI➢N A A 1D NIL H
COHESIVE &
�L _V J OR STAPLES Q C� C O O71ELASTIC LOW FILTRATION
being considered compliant with the Ground Stabilization and Materials Handling sections of the o� �r� 1D MIL �� >� SLOP SOIL ILT
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the o d SILT FENC =_ PLASTIC SANDBAGS (TYP,) o> C0 P.)
NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply r _ BID SLAP PLASTIC flR STAPLES cp a �� 4,,,-1,,
project. - (TYP. C a ^= , z t>,
withErosion and Sediment Controlplan approved bythe delegated authorityhavingjurisdiction. T t ,.
the os on pP g o ,� q _ ; ,.,•:
�p�n np :
44
All details and specifications shown on this sheet may not apply depending on site conditions and 4. Collect all spent fluids, store in separate containers and properly dispose as
�B
the delegated authority having jurisdiction. hazardous waste (recycle when possible). SANDBAGS fFYPJ NOTES!
CLEARLY HARKED SIGNAGE SECTION A-A OR STAPLES 1. ACTUAL LOCATION DETERMINED IN
CONCRETE NOTING DEVICE (I8'H24' HINJ HOTFS' CLEARLY MARKE➢ SIGNAGE
5. Remove leaking vehicles and construction equipment from service until the problem WASHOUT 1, ACTUAL LOCATION DETERMINED IN FIELD CONCRETE.- NOTING DEVICE C1B'k24' N1N.) B. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL DE MAINTAINED
has been corrected. BE THE CONCRETE WHEN
THE LIQUID
STRUCTURES SHALL WHEN THE LIQUID AND/OR SOLI➢
SECTION E: GROUND STABILIZATION I SOLIDI REACHES 7S:CNOFH THE I STRUCTURES I I REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
Required Ground Stabilization Timeframes 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products P CAPACITY,
Lh D.CONCRETE WASHOUT STRUCTURE NEEDS TO BE PI_ALL NRL➢IHG CAPACITY WITH A HINIMUN12 INCHES Gf FREEBOARD.
Stabilize within this to a recycling or disposal center that handles these materials. CLEARY MARKED WITH SIGNAGE NOTING DEVICE. B,CRNGR(=TE WASHOUT STRUCTURE
NEE➢S TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
many calendar PELDW GRADE WA$H0UT TRUCTURE AB.VE GRADE WASHGUT STRUCTURE
NOT TO SCALE NOT TO SCALE
Site Area Description days after ceasing Tii-r:eframe variations 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.
(HOW) Zones 7 None 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
If slopesare 10' or less in length and are from upland areas and does not drain directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 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 da s for slo es reater 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
Y p g 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
da s for erimeter dikes swales containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 -7 Y p 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
ditches, perimeter slopes and HOW sections. Stormwater accumulated within the washout may not be pumped into or
Zones 9. On business days, clean up and dispose of waste in designated waste containers.
discharged to the storm drain system or receiving surface waters. Liquid waste must
-10 days for Falls Lake Watershed be pumped out and removed from project.
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 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 ground 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area, on level ground and install a stone
stabilization shall be converted to permanent ground stabilization as soon as practicable but in no 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
case longer than 90 calendar days after the last land disturbing activity. Temporary ground 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority.
stabilization shall be maintained in a manner to render the surface stable against accelerated construction sites. 8. install at least one sign directing concrete trucks to the washout within the project
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
streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the p g g P p Y
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions.
on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
. Fill pi if applicable, and stabilize. .. ...:: . . . . . .
Temporary Stabilization Permanent Stabilization ; 2. Provide staking or anchoring of portable toilets during periods o high winds or in high in an approved disposal facility. � �t, � a e, ' ' e any disturbance
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or foot traffic areas. caused by removal of washout.
other mulches and tackifiers other mulches and tackifiers
• 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
e 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 methods such as concrete, asphalt or 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
retaining walls 2. Store herbicides, pesticides and rodenticides in their original containers with the
• 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
and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
available. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains, ground water
five feet from the toe of stockpile. or surface water. If a spill occurs, clean area immediately.
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
1. Select flocculants that are appropriate for the soils being exposed during construction, 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
selecting from the NC DWR List of Approved PAMS/Flocculants. with the approved plan and any additional requirements. Soil stabilization is defined
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. as vegetative, physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AiVD TOXIC WASTE
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved erosion on disturbed soils for temporary or permanent control needs.
PAMS/Flocculants and in accordance with the manufacturer's instructions. 1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging offsite. 2. Place hazardous waste containers under cover or in secondary containment.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
surrounded by secondary containment structures.
NCGO1
GROUNID
STABILIZATION
AND M ATERIALS HANDLING
er- tih, -

r
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 documented in the manner
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be described: (b) Oil spills if:
performed upon the commencement of the next business day. Any time when inspections
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,
(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
Frequency
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 Plan. This documentation is the upon required
good working holiday periods, and no individual-day rainfall information is q (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un initial installation of the E&SC Measures or if of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref: 40 CFR 302,4) or G.S. 143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation.
"zero." The permittee nay use another rain-monitoring device b Aphase of gradinghas been completed. Initial and date a co( ) pcopy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses,
approved by the Division,n. pp
(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
and within 24 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours of a rain 4, Indication of whether the measures were operating event 1.0 loci, in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours S, Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete, date and sign an inspection
6. Description, evidence, and date of corrective actions taken. Plan. report to indicate compliance with approved 2 Reporting Timeframes and Other Requirements
(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, After a permittee becomes aware of an occurrence that must be reported, he shall contact
outfalls (SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete, date and sign an inspection report.
hours of a rain 4_ Evidence of indicators of stormwater pollution such as oil requirements for all E&SC Measures the appropriate Division regional office within the timeframes and in accordance with the
event > 1.0 inch in sheen, floating or suspended solids or discoloration, have been performed. other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, - — reported to the Division's Emergency Response personnel at [phone], (800)
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
(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 858-0368 or [phone].
site 7 calendar clays of the following shall be made:
and within 24 1. Actions taken to clean up or stabilize the sediment that has left report to indicate the completion of the
hours of a rain the site limits, corrective action. Occurrence Reporting Timeframes (After Discovery) and Other Requirements
event > 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,
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days, a report that contains a description of the
releases. 2. Additional Documentation stream or wetland sediment and actions taken to address the cause of the deposition.
(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 In addition to the E&SC Plan documents above, the following items shall be kept on the Division staff may waive the requirement for a written report on a
or offsite and within 24 activity, then a record of the following shall be made! site case-by-case basis.
(where hours of a rain 1. Description, evidence and date of corrective actions taken, and • If the stream is named on the NC 303(d) list as impaired for sediment-
and available for agency inspectors at all times during normal business hours, unless the
accessible) event? 1.0 inch in 2. Records of the required reports to the appropriate Division Division provides asite-specific exemption based on unique Site Conditions that make this related causes, the permittee may be required to perform additional
24 hours Regional Office per Part Iil, Section C, Item (2)(a) of this permit q
monitoring, inspections or apply more stringent practices if staff
of this permit. requirement not practical:
determine that additional requirements are needed to assure compliance
(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 with the federal or state impaired-waters conditions.
(a) This general permit as well as the certificate of coverage, after it is received.
measures drainage facilities, completion of all land-disturbing (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification
activity, construction or redevelopment, permanent releaSe of shall include information about the date, time, nature, volume and
ground cover). (b) Records of inspections made during the previous 30 days. The permittee shall record hazardous location of the spill or release.
2. Documentation that the required ground stabilization the required observations on the Inspection Record Form provided by the Division or substances per Item
measures have been provided within the required a similar inspection form that includes all the required elements. Use of 1 b c above
timeframe or an assurance that they will be provided as q
soon as possible. electronically-available records in lieu of the required paper copies will be allowed if (c) Anticipated • A report at least ten days before the date of the bypass, if possible.
shown to provide equal access and utility as the hard-copy records. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement. (d) Unanticipated • Within 24 hours, an oral or electronic notification.
(c) All data used to complete the Notice of intent and older inspection records shall bep
maintained for a period of three years after project completion and made available bypasses [40 CFR • Within calendar days, a report that includes an evaluation of the
upon request. [40 CFR 122.41] 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 exact 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.
NCGO1 SELF-INSPECTION,
RECORDKEEPING AND REPORTING EFFECTIVE . 04/01 / 19