NCC233052_Site Plan or Location Map_20231011

4, . \
/ LEGEND a M
PROPERTY LINE CII O 0 Z a
ADJOINER PROPERTY LINE
_ 7 _ _ __ BY DEED OR PLAT Z.con
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AN C
�� ,mi V III i, �I'1,IIIIII���-p V IIV SHALLOW SWALE -- -- "
canvae0 DAIRY a0 �_ - h �����II���� _i T; EXISTING CONTOUR ———101--- W Z z'.�. ��
� PROPOSED CONTOUR 101 1�1 WG�++
DRAINAGERA ELEVATIONAR (PROPOSED)OW PROPOS D V
) 101.5 6"
e�°
�� LIMITS OF DISTURBANCE
9 �' SILT FENCE —x—x—
�'�c�q o SILT FENCE OUTLET —Y}
11\i
TREE PROTECTION FENCE -0--�� `
WATTLE < `tN,1�As 7''.
DRIVEWAY PIPE =Q� 9•;9
LE "��"SE
VICINITY MAP obo�j1C�bo-1... ... ` y. -024 '_
CONSTRUCTNot To ScaleION ENTRANCE o00S3PcCT :a'a,F
yN. ,RHOP`,.
8/22/23/
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GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES____. _,.._
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-
1. >
DETERMINED BY THE ARB,AT LEAST ONE OR MORE
1. STREET TREES IN A NUMBER AND LOCATION TO BE ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
3-INCH CALIPER STREET TREES. (STREET TREES SHALL
BE INSTALLED PER SCHEDULE IN SECTION 23.) STREET 2. FINISHED GRADE TO BE SLOPED AWAY FROM
TREES SHALL BE 30 FEET ON CENTER,LOCATED AN FOUNDATION 6"IN THE FIRST 10 FEET.
EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE
TREES ARE IN LINE(APPROXIMATELY 3 FEET BEHIND 3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
THE RIGHT-OF-WAY). DEED RESTRICTIONS,EASEMENTS,RIGHTS-OF-WAY,UTILITIES AND
2. EVERGREEN SHRUBS(3 GAL.MINIMUM,36-48 INCHES RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
ON CENTER)SHALL BE REQUIRED AROUND THE ENTIRE 4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
FOUNDATION OF THE HOME,EXCEPT IN AREAS OF DESIGNING STEPS,PORCHES,DECKS,ETC.AS NECESSARY TO
INGRESS AND EGRESS. PREVENT ENCROACHMENT INTO SETBACKS.
3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH 5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH 0
UPRIGHT SHRUBS OR SMALL TREES(4 FT.MIN.HE GHT, CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
MATURE AT PLANTING). 2
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND �--, -� - T LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
THE TWO-FOOT AREA BETWEEN THE SIDEWALK AND q
CURB. A* 1 1 7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON U
4 �J' ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION. a
5. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE 4' Sg', C O
CURB OR SIDEWALK. 111{�.,- E Y --+ - �III� 2 �III, 8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION 11 P
9 AND NOT INTENDED TO REPRESENT THE FINE GRADING OF J
Ix I
6. THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED PORCHES,SLABS,DRIVEWAYS,PATIOS,AND SIDEWALKS, ETC. O Orel! 1
S USED,THE CONSTRUCTION BOND WILL NOT BE RELEASED 9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S
SATISFACTION. 10.OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN g
7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
BEDS AND AREAS WITHOUT GRASS,TO BE MAINTAINED IN 11.CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE O
A WEED-FREE CONDITION. ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
8. SIDE LOADED GARAGES SHALL BE SCREENED WITH SHRUBS IMPLEMENTATION PROVE TO BE INADEQUATE O Z O
ALONG THE PROPERTY LINE(4 FEET MIN.HEIGHT,MATURE 12.THE CONTRACTOR SHALL CONTACT N.C.ONE CALL(1-800-632-4949)
AT PLANTING). TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. rR
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W V1
V
SHEET INDEX
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1 COVER SHEET r 4
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ADDRESS 303 BALDWINS FORD ROAD 2 EROSION CONTROL PLAN--LOT 15A
PIN NO. 9736-00-21-9142 3 EROSION CONTROL NOTES & DETAILS
1 i
PARCEL ID 82286 Et"
4 EROSION CONTROL NOTES & DETAILS (-1LOT NUMBER 15A 00
DEED DB 2188 PG 71 5 EROSION CONTROL NOTES & DETAILS
e
PLAT BOOK PB 2021 PG 31 DRAWN BY: SMB
REVIEWED BY: DMR
DATE: JUNE 21,2023
DISTURBED AREA 136,800 S.F. (3.1 AC.) SCALE: N.TS
` / ` FILE NO.: BALDWINS-EC.DWG
J ` REV.NO.: NONE
SHEET NO. 1 OF 5
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\ / DaB PG osT" LEGEND a
sp s
rye /// / /i A'� PROPERTY LINE — ao Ox 0 z
ti° / / / ADJOINER PROPERTY LINL ^W
eb / / I / _tea BY DEED OR PLAT FFF-��� 3
snvA"cv mL / 'l/ . y4D SHALLOW SWALE ----- H W
cRAWFORD DAIRY RD 1 -°q pa SETBACK LINE z O UUU
I /�/ i' _44We LIMITS OF DISTURBANCE EXISTING CONTOUR ---101--- {/-�,.,/ IE
.- SITE (// -_ �i// _AAa (+136,800 S.F. / 3.31 Ac.) PROPOSED CONTOUR 101 ICI FZI P� �W�aa
a �W � E�06 / /1 _n -- i Ass DRAINAGE ARROW (PROPOSED)
CA 0
o? _77_
' �`-/" \ / _asq GRADE ELEVATION (PROPOSED) 3101.5 "
NW �I` /�%'- �' _qa6 LIMITS OF DISTURBANCE
9 �c�-�'� .4.,
as0 r�� 7/ ,-''\ T..- __458 SILT FENCE —x—x—
/y— /'/ /
111
P�v o z\f / / // //--c} — ---,I.
SILT FENCE OUTLET —Y} Ix—
/Y•\/ /� ///''// //' j j j-_-=- TREE PROTECTION FENCE -0--�� ``„ 11'Ir,,, `
\....... / �//)// / /' / ��/ _%a WATTLE K ,.`Atp,1 CApo,,,
N I sPawc eaANCR Y/ // /'//' / i i/ -_--6.6
ase ` `sod�E ESSi a�
/ / / // // /(/ / ' / DRIVEWAY PIPE L =Q� s•:9
// // /'/-,/� -- �/ �� INSTALL TEMPORARY 5 6a_ SE
0 1 /0( / /' / aea SILT FENCE, TYP. I°-'bo�o boob y -o24
VICINITY
Ca P ;r�\p1\\ C'/JV ///�/�// // // /' * _ \� CONSTRUCTION ENTRANCE p� rio�000°op� \ FN Ems•/..,
o\\ / / //// ///// � / '+'... \ \ac ° dP'w°CPw° :,FgNMINH.P,,�
& Tf // // // //� `' \ \\ 8/22/'2
OWNER INFORMATION // , r ////// /jI' _ \\ \\ \ SILT FENCE
KEITH&PATRICIA SCHELLENBERGER \/�- /�%j_/////'+; i✓ /i.�.`\\�`..\rt N\\ \ OUTLET, TYP. /
242 TIMBERMILL DRIVE / /
LEXINGTON, SOUTH CAROLINA 25073 // -- //�///7 j'// / r' PROPOSED \5. \
/9 '////7!/'77 / `\ .(LOCATION APPROX.)\>„,,k II I
/ 7/////// /// "\ '.,\ I o ALL PROPOSED UTILITIES SHALL
/'7//7,// / / /// /. \, _ 72U I BE INSTALLED WITHIN
BUILDER INFORMATION 'sII `//// /�i////// /// `�� ,/ II II THE LIMITS OF DISTURBANCE
j /\ \` I \
SCHUMACHER HOMES SILT FENCE /' // /'///' �� // /' + \ /7\/ \ I\ \ \\ Oj
182 WEST HAMLIN ROAD OUTLET, TYP. a68,—/� // ///////j335,8 3�S.F.// —\\ V+' \ I I I\ I \ \ "/F o
AI OEBORAH J.BOWELL
J \ \ &T10MAS G.DEATON
BENSON,NORTH CAROLINA 27504 // / /////// _7.31 A1C' //'/ //\' I I \y \ DB 1103 PG 992 w
ATTN: BRITTANI JAEGLE a>o�/ _V 7 ///%G/'///' '/_// } } \ / / I I\ �• / I '49
PH: (919,901-5674 15 ^ / L / / /i/'_ ' I/ —�\' \\ / I I \ \\ 1 �./ ��`O
EMAIL: b'ee le®schum°ch erhomes.com "B // j//// ///// 'I` +t.\ / / I I\ / o / // ry
MEREDITH
GB,9GaPGa„ N\ /////•rn / �1I/ / / )' / CeD / / / . 43
/ f
\JAL , „., ///// / �� +\+I I /// // i/ /;0�
GENERAL LANDSCAPE NOTES / //'/ /G//// \ /c W
1. STREET TREES IN A NUMBER AND LOCATION TO BE aeoa�\—J// ////�/// / + \ \ \‘ / / I l / / // / / / / / / a
DETERMINED BY THE ARE/.AT LEAST ONE OR MORE ae2� // ,/ / / I 1 fFSs/ / / / I / // I l 1 �mJOBE 1INTALLLECH ID EPER TREET SCHEULEES.IN SESCTIIONT T3R)EE STSRETL INSTALL TEMPORARY `_—_ ////�/ %' \ I - l I I l i / I I / I \ \ CJ WFQQTTREES SHALL BE 30 FEET ON CENTER,LOCATED AN SILT FENCE, TYP. a9Da�---- 7 / _ __ \ / // + I / I I \\ I I \ \ WW I� U
EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE '
TREES ARE IN LINE(APPROXIMATELY 3 FEET BEHIND ay`� —� _ I / I // / \I I I I I I \ \\\ \ \ \
THE RIGHT-OF-WAY). a,, _ --L'' � I / I I I , I I \ \ \\\ \\ \ \ PROPOSED GRADING TO a p..l� -- _ I� I / / \ ( \ I I`I`` \ I l \ \ \\ \\ \ \ MATCH OVERALL EXISITNG
IIIL'=••�iii
2. EVERGREEN SHRUBS(3 GAL. MINIMUM,36-48 INCHES aes\ --- 1 \ •FTC I \ \ \ TOPOGRAPHY a �/
ON CENTER)SHALL BE REQUIRED AROUND THE ENTIRE a96.. \ _ 1'--._ I / \ \ \ I \ \\ \ () Q t
FOUNDATION OF THE HOME,EXCEPT IN AREAS OF s°o \ `-- / — \ I / / / I I I I A�\ I\\\ \ \\ \ \\ \ \ \tea O [FFFyyy---7���
INGRESS AND EGRESS. 00 \ --_ T� I I / / I I 1 \ \� \'\ \ \ \ \ \ \\ sa �]
3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH to,„\\ \ �� ' I I / / / / / I \�\ \ \ \ \\ \\ \ \ —ass FYI
UPRIGHT SHRUBS OR SMALL TREES(4 FT.MIN.HEIGHT, — / \ — I / / / I \ \ \ \ \ \ \ \ \ �y6o Q MATURE AT PLANTING). sos '5.,.,.. — ——7 \I1 / / / / I \ \ \ \ \ —=__/yea e� C
4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND Ta,, \',.,, — / \ \ ' II I / / / / / I \ \\ \\` \ \ \\ \ \
THE TWO-FOOT AREA BETWEEN THE SIDEWALK AND s,o \ _ \ \/ \ \\\ I I I I ( 1/ 1 / / I \ \6\ \ \ \ \ — __ 'z CURB. \ ` J
5. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE N / \ \ 'J \ I \ \ \\ \ \\ \ �` --\ a O O
CURB OR SIDEWALK. \ \ / \ I I".a I I I \ I \ \\ \\ \ +ee Y�.I
THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED Ste\——5,
' \ \ \ ;�(/ _,_„ 1 I I \ \ ( I ` \ \'----
6. a/ E Q
IS USED.THE CONSTRUCTION BOND WILL NOT BE RELEASED sa \ / \ 1 \ X* .I I I I \ A \N `\ \ �I FF�rI
UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S I [T]
SATISFACTION. \\ I / I I X PR POSED I \ I I I I I \I I \ 1 \ A N\ \,\\ \ CW7
7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT Sys\ \\ I/ I y\/ WELL AREA I I I \ \
BEDS AND AREAS WITHOUT GRASS,TO BE MAINTAINED IN \ I / / / \ - (LCCATI,OayN APP IOX.) I / 1 / I \ \ \ \\ \\
A WEED-FREE CONDITION. sTo \ I \ /I / / �\\...{.......I �.... /. / / I I I \ V 0
8. SIDE LOADED GARAGES SHALL BE SCREENED MOTH SHRUBS \ I I I / l I / I / l / / I I \ I> I\\ //
ALONG THE PROPERTY LINE(4 FEET MIN. HEIGHT, MATURE I I I 1/ I I I / `\ 1 / / / / / ) / j } / 1 \ // �••I U
/l // A: l l l / / / /// / \/ / / // J
l I /l I 1 / 7 / / / / l
I / // I 1 / l �� /� S/NOOAOS / /CONCREITE I // "� / / / / \\ / // /
I / I // I / � / / / l R Jb E'A'q�� / WASHOI�T AREA/ / // t/�// // // \ / / /
D
I 1 / / /� / / // mN
GENERAL GRADING NOTES I / / �_i / / / // / / �"/ / // / / / i / /,1/
/ i .? i g QQQ�
1. ALL EROSION CONTROL MEASURES SHALL BE IN "H \ / / / / 7-7/_/ / / �� / / / / / /'y� / / / — � / / O
PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN. l l / —L- / / / / / / / / / / �T �/ / r►��TyI
2. FINISHED GRADE TO BE SLOPED AWAY FROM Da 9,s Pc a3a I ,/ / / / / / / T—-1__L / �� / / / / f A__----
� / / .// W FL-I
FOUNDATION 6"IN THE FIRST 10 FEET. X �/ // / // / / / —�— / / // / / / II�' /// / / / ,y/ /
3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE \ \ 1 / / / / / // / / / —��� \, i.
/ `� %�=�I// // / -/ "'�' W V
DEED RESTRICTIONS,EASEMENTS,RIGHTS-OF-WAY,UTILITIES AND �/� / / / / / I 1 /v— itt41/„ `/�}' x/ i _% �� �j
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED. / /' / / / / / // / / / I I t�� — y�� �� // / 06' i' /' / '� �- FT+I Z
4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR / - -- � /- / / / / // 52' / / / / �+ oc, '�,n..-�T� / ' .27E �'�' / /' �_-- r
DESIGNING STEPS,PORCHES,DECKS,ETC.AS NECESSARY TO �`4 m / _( / / 96'S3.E 497/3 / / I / °oo. // / / N30p / /--/� / /' V �l
ry 7---7 / / / rt �; / f-I
•
PREVENT ENCROACHMENT INTO SETBACKS. / / / / / / / 7-- / / /
/ / r- _�_-7---__„.-_,,,� / / / O
5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH / / - / / / 1 / `P�c / / / /
/I/ / Mya IRO p,D
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. �� ,6 a _ 7--�_/__ /� / // / // / /�/ / / / ,g° a) Hj
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND =noa� 0/-_N k,sTN_CRA'�EL rOR / / / / ,.°`, / / // 3 pyro wJ�.II
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. y - T-K f-_--__ �/ / V: / / o-e
PI
7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON / ---- / C `4� ( I l. �/
ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION. DAVID rv/R °� f------� aoo
8. GRADING
OGT INTENDED INTENDED
REPRESENTPTHEEFINE GRADINGELEVATION DB 16GA 85RPG 2 B �_/ t „.4
/� 11 / :V Alp v `1(60, PR\VP3E R�W�
PORCHES,SLABS,DRIVEWAYS,PATIOS,AND SIDEWALKS,ETC. ea I/ i ` '1/4\
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT. TEMPORARY STONE m
10.OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN CONSTRUCTION DRIVE CHICKEN BRIDGE
WITH LANDSCAPE PLAN/GRADING CONTRACTOR. Da,PER PG 1206
11.CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE GRAPHIC SCALE DRAWN BY: SMB
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS REVIEWED BY: DMR
IMPLEMENTATION PROVE TO BE INADEQUATE.
12.THE CONTRACTOR SHALL CONTACT N.C.ONE CALL(1-800-632-4949) DATE: JUNE 21,2023
TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. LINE BEARING DISTANCE SCALE: 50'
13.TOPOGRAPHIC ELEVATIONS ARE BASED ON AN ASSUMED DATUM OF 100.0 L1 NO6141 37 W 27.39' ( IN FEET) FILE NO.: BALDWINS-EC.DWG
AND ARE NOT TIED TO ANY PUBLISHED OR PUBLIC DATUM. 1 inch= 50 ft.
REV.NO.: NONE
SHEET NO. 2 OF 5

i 1
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8'-0"MAXIMUM U N tt+.
ALL DISTURBED AREAS r VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST q 4 WWWWI
March 1-August 31 September 10-February 28 I (y
l I�]l 9 O
50# Tall Fescue 50# Tall Fescue ..SIL' ce FABRIC
"'& Z O
MINIMUM 10 GAUGE "In[TALLE11 Trl SE.NI' y�
10# Centipede 10# Centipede LINE WARES NI V Tr; •.-)-MINIMUM 12h GAUGE C/5 ^�ILA
cnathem County _ r Vl g
25# Bermudagrass(hulled) Mir Bermudagrass(unhulled) Semple Re90entel Construction Sequence INTERMEDIATE WIRES rl rTl
SW# Fertilizer 500# Fertilizer MAINTENANCE NOTES: w a ]
submits Land Disburbirrg Permit.:p]limbon et east 30 clays]nor to any land asturbirs acb.ity I.REMOVE SEDOTENT WHEN HALF HEIGHT GRgo z Iy
4oao# Limestone 4000e Limestone L rrl O -1
OF OCR. II II'-II II II II-1'II"II n II II II'II'n II I II-e-II'-II II I" I II II r.).71,
yi II��II y Q I
°C0.1f"n6' 2.REPAIR OR REPLACE FENCE =11=11a1 II I.I II-II-II II II II -Ilal=1=11 II II I=- /r7(� QZ
WASTE AND BORROW AREAS 2. [Xganixe pre-construction meeting with Chatham CALeI[y watershed Protection Department te IMMEDIATELY WHEN TEARS,HOLES, - 'I- 1 ( 1 T� y"
SAGGING.COLLAPSE,OR OTHER 11��11 ,./
March 1-August 31 September 10-February28 ,--
review ate pun Prier to arid disPJrbirbr acidities.Lentl•Dimir]Ing Permit and ApPrared PlertT DEFICIENCES FOUND.
eP FRONT VIEW Cn 4 4
weltMS Ilprovided at iris meeting. 50100 DESIGN LIFE SILT I: r II II II Y-r-1 LI
75# Tall Fescue 75# Tall Fescue FENCE IS APPROXIMATELY 6MONTHS. I: = F
3. Nbtanantemporery erosion control mee9Jres according to the inform etionobnuxtltlur:1gthe DETERIORATED SILT FENCE MUST BE I-_- I.J-II. Cl) C7
25# BerTnudagrass(hulled) 25# Bermudagrass(LTSThulled) precorsstruction meeting.Minimal clearing may occLr in the ice mediate area or all measures to REPIAcm.
0# Fertilize[ 500# Fertilizer provide for inste tenon. GENERAL NOTES: STEEL POST
MOP
4000# Limestone 4000# Limestone WOVEN WIRE FABRIC
4. Permitted disturbing actlnties may Begin once mee9JTe:arc irutelktl. I.USE SIFT FENCE WHEN DRAINAGENEVER
AREAS OF
EXCEED
3. Cote lets self-n actions weeny end within 24 hours ore 09'•or greater event. CONCEETRATEDlFLOWSCHAR FT.OF AS STEAMS,DERH7S,OR WA ,�SILi FENCE FABRIC
Note:50#of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request P sP Y 6 CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS.
d.. Maintain all erosion end sediment centred meestres in good worein-order.Silk fence,inlet 2.NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS
protection and similar menslrre:must tie leered when theyere hex run.clogged six BEEN RECEIVED 12I INCHTO ES
SOFROMF BRIO.UATE AGENCIES. n
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 51b/acre and add 20#of Pnote 66 s.ovERLAP H END
O5 WHEN JpsnlLSPLICING FABRIC.
fence outlets must be refreshed'replaced.six fence cannot have holes or tears. a CURL EACH END OF FENCE UPHILL IN A•I'PATTERN TO PREVENT END _ .U„ `
Seneca Lespedeza from January 1-December 31. FLOW. - `�' N... ,rr,r
7. Ground Cover shall be]rmided es fella.: 5.ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH II P`s"
e. 5tebiixa basins with uld cover immediate her installation. xa elicebe INCHES OF NCDOT 05 OR AST WASH STONE WHEN FLOW WILL RUN S c`„,,,,' CA RO,,,,,,
Fertilizer shall be 10-20-20 analysis.A different analysis of fertilizer maybe used provided the 1-2-2 �e y a P PARALLEL TO TOE OF FENCE. "' Q' '
h. Stabiixe diversion ditches intended to be in service Tar 14 de or more with a FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL COMPACTED FILL t
O •05ESS/•'•.,ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a ( } 2018.014. 4- e� s v10-20-20 analysis and as directed. terepararfseedirS and erosion mntrol metling.[x opolicemel 7.HAY HALES ARE N07ASUB571TV1'E FOR SD.T FENCE. - MINIMUM COVER OVER SKIRT �/��SEc Forell erects aimoderete en4•dr NOnesAsses.stabilize area withseedentl matting if •I -gryCNOR SHIRT AS DIRECTED BY ENGINEERy -024
the slopehas riot been tlistlpetl Tara period Of(])myo. - %
°°`r `PECT TERILANENT TraoT v",r ADEQUATE.ATTER'IGNITITANT RAIN EVENTS.ir.raoowmUmar.Yl'erreaaro�onor.,oanotIon alcon.he'..ae:c '•` SIDE VIEW V ''.FNCIOS.'1
J� d. Provide ground ante,a.rniuent to•es-sair e-3sion on arty portion of site upon �Ml� ',F9 •,
ERODED PBIORTOntsss me orN.00000aVI.TLLPphnAoNonL ON ACHIEVED. ,.`
CHAIHAN,pawl, ASECION On"1ewnNENr SEEDING-or NCDEQ Dssox EROSION MANUAL tune BE REFERENCED roR PLANNING CONSIDERATIONS AND mcalumxonnONS. which further Iona-distur]ing lac. :. in5vidvteeen wNiin(SA)ea lender Clefs Cxo TRAM 001 NM•••R H�.`
�1 mT.R.NyN.aa ortem porarip or permanently :Id diatuming activity. bar.amnra r,iI18/22/23/
PERMANENT SEEDING/MULCHING SPECIFICATIONS mtson e. Establet permanent 5rounda: ykentto restrain erosion immediatehyfolbwinI -� STANDARD SILT FENCE zos-0uss I
...................... SHEET rum pietidn Dr construction or cc-_:-er5 e5QiOr prior to rnel inspection. ...o,.......,m...,. 500.0El°tl
B. Re-install adequate erosion and sedimert::•.: -s f:Jres and,or increase maintenance 0 1
frequency where Sprayed measures flail to='e:'1 l:Ce landed erosion,orr-site sedimentation.
or repetitive non-comp lance issues.
10.Measures mist Se installed at the hack of cue to restrict ell vehicle enema to the carssturtioai
entrinCe.Al mee9Jres must be instilled aca0rdim5 to the approved pen unless approved in the
field byCls.m.m COuntf Watershed Protection Department staff(approved Field Revision}.
LI.Moditicetions to the approved end permitted plans:hair be approved,ay Chatham County
Watershed Protection Department stets only,prior to remora!or installation.Commis Chatham BD1LS
Coumy watershed Protection Department staff to regumt an inspection end a]taih a sigrrofr 1.ALL PLANTS DETONATED To BE SAVED SHALL BE
n� CC the plans Cr an approved Field Revision. PROTECTED Br rENONO,AS ILLMSTRAIED.
Species Rate(lb/acre)Dates 2.NSTALL TREE PRotEction rtScE AT TREE DRIP N
-L.Once grading and construction ectivitie:ere tarn Plate,temporry measures ere removed,and UNE OR EDGE CO DISTURBEDAREA.AS o
Rye(gram) 120 January 1-May 1 TT site is stebiized cell Clutha!,County Watershed Protection DNision staff to schedule the SHOOT CCCIIW S.PRIOR TOCCOaCNCENENT OFril
ins]eelian. w
Annual lespedeza(Kobe) 50 I.SPACE TREE PROTECTION ZONE TONS A MINNOW cs
German
May Circe the final inspection b complete the aennit will be[lased end no edoitidnel ground OF COTE EVERY 300 FEET. ME TIE CO EACH ` f
German millet 40 1-August 15 disturbing activities can once. I WA 110BT BE A YMIw1 0r Y N Y AND BE
MIKE FROM BOTH SIDES or TNE FENCE.ENE
Rye(grain) 120 August 15-December 31 'so'.'- i SIGN p CONTAIN µSH DIG LANGUAGEt.1 'TREE PROIECTNON ZONE.SEEP our.
'�
Pam. r C MAmMM ii L MERE SHALL a[NO STCRAfl OF YAIEMA
yyII ORANGE,lIL MUTANT' WHIN THE BOUNDARIES Cr ME TREE IJ.I
73 POLlal TENSILE STRENGTH PROTECTION FENCING.Soil Amendments �� � POL'rEM'rLDIE uamAR y Lla
BARRICADE FABRIC
Follow recommendations of soil tests of apply 2,00016/Rae ground agricultural l a TREE PROTECIidT FENCING SHALL BE MAINTAINED
limestone and 750 lb/Rae 10-10-10 fertilizer. ATTACH SON
lO POST _ THROUGHOUT ENE DURATION of THE PROJECT.
FW5 I-y
O
Mulch Lpgpj
Apply 4,000 lb/acre straw.Anchor straw by larking with asphalt,netting,or a mulch __ _© •__ W
anchoring tooL A dist with blades set nearly straight can be used as a mulch anchoring ...._____ _- rah
POOL GRADE F+1 a
Maintenance II Il II .i 2•-0-len. I+T/ p
Refenilize if growth is not fully adequate.Reseed,refertilize and mulch immediately U U U U- ¢ Q
following erosion or other damage. L r-o'o.c I 1.33 Ib./Lr STEEL Fos,
Z
yy IMAM O
1\
n fO 5
CHAntAt CbIQ.'p. CHa:H GUILTY l^ 3 O O
TEMPORARY SEEDING/MULCHING SPECIFICATIONS -0m TREE PROTECTION FENCE a�mxa.mt s a0'1 LE-I Q
,rr 1.CI �yl 0.WI...®...m.,s.ew. wwww w ww-owwww• SHEET 1°f 1 ./
0
NA y',SCasa .'w....,. .•law... Lary.PELT]wrTt'G WEElavASDAPEERSIGNIPICAVT RALN \
M nIMBM IHM w E-£EVENTS.REPAIRnnntrol 11.
IC TO SCALE
•r�...rt •�� AND EROIOV.NHEST r ACT WITH
OCCUR BENEATHSLTIT.o REPAIR. _
.71410 � Nor TO SCALE ° w.•o.w Laws... AND SEC LR£AS REQUIRED IF DAMAGED OR L:DERCLT �'• J _
FUMING. •w.we• «e•10.y -r I= GROOLZ-DCOt'ER6ESrABI.L4�DE55AA1'L\Tn - STAPItiG/iTA1C1\G PATTERN As
n.o,P/srAl�wr lr LNiEay..°
�mmmm - I ,, y WHOP-TEAT
i r 8e sisi:.o 4 Atio v.A. WHOP
;I-
-� aroma ..r.�`.LY..r scsc .�I.,; A.A. �'' . . '•�;.: WHEN USED INcoN CONJUNCTION
O
'_ A I e�e --..--4.....".4..•��•,; , ;; le ei. .. WATTLES.INSTALL MATIAIG LF.PI..M1
_ I T '•����e 4.O��ar'a���+.`pus... r =AI IA,iG�" FIRST. O W
" I I mvammm LIT-r�ro. •= 'o:'�y:;r---= r o' 1-1
�� BFAV WALE
••'••Y w• TYPE COMbO WITH em,.w BALES r1ATIING SHOULD BE I'SEDAAIL •♦•A•...••�..i • • //A/ L�.PER]IIIZP,AND SEED g U
_ Rai . .e ., BEFORE INSTALLATION
Q con,cnSANDA YWHE Ar:i�: .fir 1'--i
._-_ CONCENTRATED RUNOFF IS co>n£t£D. •
T41
INCHANNELS.ROIL.OUT STRIPS OP NETTING PARALLEL TO THE /^ U
O 0 0 i'%'�'rcA �..:.. �. DIRECTION OF PLOW AND OVER THE PROTECTIVE MCLEH. F 4
r°..PAWN WANG TYPE'BELOW GRADE' ..o�ro ww Nw _.!•yA`�4:yS O
areNOIO c off as 'I'm 'sy+ '( '0 f� p�4:i�i���� Q.I
,INSTAL. _ NO7'E9 lEr., 9
NMAw�.,i•w.i.... Ills-`. � !�� i�w
ll
1.ACTUAL LAYOUT TO BE SIGN SHALLB IN FIEID. T Li � ,• ANCHon SETTniGIN t ==��,p C) PI
:w•.¢e•*r� ,:ra 2 A CONCRETE WASHOUT SIGN BE INSTALLED I�I . ..�•"... I II III Imo' A 12-INCH TRENCH I '...° �j �1
RPA:WI...e 12. WITHIN 30•OF THE TEMPORARY CONCRETE WASHOUT. �I` LAIN'
n.0LTTro 0005 3.NLATERLILS USED TO CONSTRUCT TEMPORARY ore eh .- ~
c1.•:DAMAGE TO ware. CONCRETE WASHOUT SHALL BE REMOVED FROM THB. APPLY MATIL`IGTo eorroMAND smESLOT,es OF DITCH p 1 s ANCHORING
Aam SITE AND DISPOSED OF OR RECYCLED. ��' MATTING MUS'IBE INSTALLED wro AND OVER CREST OF
�'"�'O 4.HOLES,DEPRESSIONS OR OTHER GROUND L AND°MIAMI:NG
sm£sLOPPS.AND ANCHORED DrATRENCH AS SHOWN ABOVE.
i DISTURBANCE CAUSED BY THE REMOVAL OF THE n
rA.l`� TEMPORARY CONCRETE WASHOUT SHALL BE - u.•U�
J \ BACKFILLED.REPAIRS AND STABILIZED TO PREVENT ...N OL TYPE-ABOVE GROUND- / DRAWN BY: SMB
CH.ATHAM COUNTY EROSION. h.�.nAnN..ia w1TN WOOD PLANKS CHAINAM COUNTY
REVIEWED BY: DMR
�= STANDARD CONCRETE/PAINT WASHOUT or.,,,...,‘,...,‘mTcaLL z� STANDARD MATTING INSTALLATION a�rusme DATE: JUNE 21,202E
.,.�w,...�,..�....,. SHAFT i°[l ..��,.,.,.,�,.... SHEET 1 MI SCALE: N.T.S.
FILE NO.: BALDWINS-EC.DWG
REV.NO.: NONE
SHEET NO. 3 OF 5

i 1
R_... r..Yem.o.. A.w..aa, M..aN6 MA TNA.YTNOW, R �.,
NPDES Stormwater Dlsciarge Permit for Construction Activities(NCG01) NCDENR/DMsion of Water Quality Vwlaus 00.e.en Coxed sae.xm cea vawa '�,° ] I� PM EROSION GAUSS WEEKLY MR.s MAILrct+mc� TOP RIM a sp
Cool Sensor,Passes: OF DITCH g t-.l' 1
Korb.,oirrorres p1,,,, ntaros MuNrammoaorealloagoer 'ADDRIONAL SODDING ma u ion 1N cAFACri.awze MCI A:NEEDEDroMANT 2'-0"MIN. III
Tall Naga Pond ,m.....,on Mee . ,Mw,m. ems, Peel Pet Riff Re,e ssa a F wn INSTRUCTIONS CAN BE FOUND Di Tc OIM NDITWATCH.ocorr�Amxmsn6mesvRe arus'raE a O z r/.1
wW p.m. IN SECTION 6.12"SODDING-OF - I 18, 2+S 0.0
NEW STABILIZATION TIMEFRAMES franus o"mac Peda w �� E� �x THE NCDEQ DEMLR EROSION STEEP CUT OR R SLOPE w
(Effective Aug.G,201 t) em,Nuergass
e„,e,d,v., Na _ged poor dA I AND SEDIMENT CONTROL I B:I SLOPE) C/� g
wwmr...maY.». .,d P�w,aa �d p0O0 as ,, 1A I ,M PLANNING AND DESIGN MANUAL. MAXIMUM W
,em,..a oa. m YM, Z i" 1 O H
Ht..We,eux./,e, Moment Tn.ar _.a Rey .....Loma Mo..Joti�.P. NAmmmaeN,®NOSES \••/
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS II AWN. °1'I" 11 Arms¢rIISTWYIX,WATBRAS NECESSARY. CROSS SECTION A—A num ^ ,7.Ili. I
Zgxm . Erna NW- d kn,iae Smin~maybecma�.n5 n „ ury u�,eln�+a,Im ZONE,.ADEQUATE MOWN. Q STABILIZE DIVERSION DITCHCOWITH TEMPORARY ahle
hr p�y
O u�ro a. P d� am ..a.or ..a a,;oa o ,mda MOPE OMB.SC TDORONINS.Or WATER SEEDING AND EROSION CONTROL MATTING. ry--JJ,
cam.'ml lahrTrnan.Mr .II.a,5x roil r•row I at alnFle form me .���: - 1� L�Wj,]
❑ own No W4mwW vane. I.Wnm,.,. - el '�" -DOirooero I11S11¢casot orsxoarn F`I G
Perimeter dikes,swales,ditches,slopes 7 days None Coo.Pr, 000e..Iq m,xex.o..i..Whew1...hog a„x 1,11mm.,we,�,I ur,00 rn-eE�.
Aww.r..... RMar. mlM.wg Ted me,.wazdr,nw ee...or TXFSSC'1TESS OTHEIVI®SECINED. �^ U
Coo.Plain •PM,eabmxa/,..ea.Y�eM,.e a,a,am of2maeeOPP N000 AL:MEREST'Osa6INCSIAwN�ae SED O 4
ton the
SOD IlIQUIKES
u��mM.� �YALSO�QL UPSLOPE TOE Vl U"
Amhara..(rMK in,now�Iw,eNoa mamo:1.w.rows oram...armuA au* 4yoi� wdt250L WgmIo-Io-lowaua r POSITIVE GRADE 7.Ox MAXIMUM
TEST SECOOfaENSIATro .
41104 High Quality Water(HOW)Zones 7 days None � //
top mane. Hemp' .0 Omar T�rammm.r� r-- TT----
Ja .Pad evenly m.wn ma,xN,PP,N -
x m as Iapph il.. - harrow or mbar effective rooms r,a.a.so+ U - m,-...
o-v�t^'PPnd, RP+aA.K , SIDE SLOPES TOP RIM
OM
\ ,,.,.a>.� m „�Pn>� WaEa a �aSMmmd,. ° -�.Nmratiuw�w. B:L(MAXIMUM) TOP RIM OF DITCH z'-D"MINIMUM e1,,,,
If slopes are 10'or less in length and are -• "'
OTI I cPYp.,..wB P.PaWWw m,eNY. e�4m ,te �r a` + \\�\\\���������\ 5 511CAR,,,T `
Slopes steeper than 3:1 7 days -y„ ��� M.Nnl m.n.o+ ,P«L„ r�c^^e' kwN.Nm e+,.>u.� �
not steeper than 2:1,14 days are allowed. 1 55 ,,
t. ..a 5 O •,
�F�+Y 0+ w NIL t"'].e®me.od,111."A' STEEP CUT OR FILL SLOPE— \ \ N. N. \ 'A. \ 'Ni \ \. N. ' \ N. N. • `0,..Z ESSi,s/ ,a„sealer k,me rod a,axe fo^ fi(tM ti• \e N. N. \ N. N. \ N. N. N. r, , N. N. N. ,, S:¢-OF p v
I� _ i, v v N. N. N. N v % 'S 'S '. 5. <, — N. eF.
I \ Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. w 6 N. \ N. \ -. �. -.. A. -. s "��"SE_4
y -oza
JhLI`.. .max'" p �e.e Fr1,:1 u.0 PLAN VIEW :,F
CRATRAMCo1PTry sm.e �mW w CHATHAM COUNTY
OA `
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HOW Zones. ��Nv.aWW
�1 SODDING INSTRUCTIONS �� STANDARD TEMPORARY DIVERSION DITCH PEr,Pa�q Ex 8/22/24/
�rergeg,.s.a,d SHEET1 or 1
...++.rr SHEET I of 1
t 50'MIN o- +�]` '/' _ TRIP RAP APRON
AND SUFFICIENT TO KEEP pp
,.,qe SUIMENTON SITE LI 1 �� ' F N
b 11P" o g �oo1�� $o' I.THIS DETAIL APPLNIUNTIES ONLY TO NOTES:
OF A ,'r 1.�/�v ? j i ��r _�-/., `o
o00 o INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS. �'Air'
.„ ..,
�' ,J +/ `T A
2.SILT FENCE SHOULD BE INSTALLED TO ENSURE
..
EXISTING 0 2-.;"STONE TO RE USED CONSTRUCTION ENTRANCE IS USED.
ROADWAY12' 3.CONSTRUCTION ENTRANCE SHALL BE V. E
(SURGE STONE OR MAMTAWED ROUTINELY TO AVOID SEDIMENT /�� .y� {"R a OUTLMAINET
STRUCTURES
VOTES:
RAILROAD BREAST) Cboo$ / / / / �j 1)INSPECT RIPRAP OUTLETTENANCE NO WEEKLY AND AFTER
/!+W /A Y BELOW THE RIP RAP HAS TAKEN PLACE.R,RMEDIATELY MAKE ALL
8 0000-o LEAVING PROJECT. / I"� I /. / SIGNIFICANT RALN EVENTS TO SEE IF ANY EROSION AROUND OR
HO
r:#1.%
0 4p8 4 SEDIMENT ENTERING PAVED ROADWAYS FROM t/ /'y H/
q.? oo oo4aoxl��oS oc� PROJECT SHALL BE REMOVED IMMEDIATELY. '�1V a �;'"' /✓w? 2)IFEROMONISEVIDE\EVENTT PAST RIPRAPOUTLETPROTERIONPAD I1.1 gq_,,'gqqp.. pJ,y4 1 NEEDED REPAI25 TO PREVENT FURTFffR DAMAGE
- .7,wR.•. f/1a� DUE TO RLN'OFF DISCHARGING FROM PIPE.INCREASE DIMENSIONS W
PLAN ro" y /' y APPROVED LIMITS OF DISTURBANCE.
S/•/.,+�/ / ft�%s OFRIPRAP PAD PROVIDED SPACE IS AVAILABLE WITHIN IRE rLIU�/
PLAN VIEW DESIGN VOTES' 1,1.1 O/
THAN 611 INCHES,
THE MAXDITJOI STONE DIAMETER BUT NOT LESS 2 W
SILT FENCE(SEC NOTC Al I)L-THE LENGTH OF THE RIPRAP APRON. 'I.a Q;
.Y'MIN. 15'Mee NEW CONSIRUCIION-` L ► 3)DTCHAA WELL-DEFINED
LL-DEFNEDCL BANKS TO AN ANNELEIEVATIONO EXTEND CBi E APRON
OVE THE I� v U
EXISTING ROADWAY - \l 1 f MAXIMUM EIS LESS.
OR TO THE TOP OF THE BANK, a lay
WHICHEVER IS LESS. LJrll
12"wN. :: 4)A FILTER BLANILET OR FLIER FABRIC MUST BE INSTALLED v
r/✓ �� BETWEEN WRAP SOIL FOUNDATION. a W
4'MIN. lifl
.�.�/Nth : U Q O
-V 1 1P11=n II IT. 1/•/ •11 a Clj z
-I�ii*ii ii .=R nil d v. • - = x 0
ABRIC UNDER STONE �':.It!Ls l_J
CROSS SECTION -=1�u�n�T FILTER 0 O
..),-.L. Jyyc SECTION'A-A' FABRIC 0_" z I--1
CHATHAM•COWRY CHAIHAMCOW'n O Q
�� RESIDENTIAL CONSTRUCTION ENTRANCE P 2Pa-0PSATAIL EW �� STANDARD PIPE OUTLET(DEFINED CHANNEL) PE PM�/,TAPL �x a' OdA/// O
...,m,..,eaaaa„g. SHEET!Ott ..m.m m+mn.w.nw+ SHEET I of P/ Im5 5
_ FWWW/ Q IILLQry^y�
0
FILTER OF I INCH DIAMETER ISOMETRIC
. J
f 57 WASHED STONE--. 4®J'H6 . , Y'
a °° �O USE AA,wNIYUY 6 2 sAMEti N 41101111r*�±(,1p('�� 1NOIF. Tf44.° O f ON UPSLOPE NW-___ OE - '" a b
SILT FENCE FABRIC TO OVERLAP USE JmM,II5L0�E OF A STAKES
to,
HARDWARE CLOTH BY 12 INCHES �" 7 nAw� W.A Il°a tyy 8y Po
STEEL FENCE POST 74 I,•'1,..o.•' '_' _� o gpOE� . y-.•�y
'o. c MATH` • � "G°f
WIRE FENCE �SILi FENCE FABRIC -HARDWARE CLOTHE STEEL FENCE POST \f g O V I
ON WIRE FENCE Ory NRE FENCE dt "�
HARDWARE CLOTH ry 1GRIER)uSE O
FRIER OF 1 INCH DIAMETER PLAN VIEW USE g1U'NU )USE 2 MNI4UM R INCH DIAMETER S NW
AR WATTLE
J 5]WASHED STONE USE SILT FENCE OUTLETS ONLY WHEN 2)USE 24 NCH LONG WOWEN STAKES WRN A 2"x2'NOMNAL CROSS
P DRAINAGE AREA DOES NOT EXCEED 1/4 SECTION.
ACRE AND THERE IS A LOW AREAL USE PLAN VIEW a)NSTALL WATILE(S)TO A(EIGHT ON SLOPE SO RAS WILL ROT AA/ r j
FLOW ONTO= 18" AS A REPAIR CF SILT FENCE FAILURES. WASP ARGuNO wATTLE AND SCOUR SLOPES,OR AS DIRECTED. lhr+YTpTyyl `/
I� P J 5)NSTALL A MNIMUM OF TWOI UPSLOPE STAKES AND FOUR f�
. 04
IR T GRADE HARDWARE CLOTH MAXIMUME2 FFEETSAPAer WIRE FENCE MIN.2 STAKES W uPSLOPF MINIMUM♦STAKES ON OOWNSLOPE ATBo tNE STAKES AT AN ANGLE TO HEDGE WA1lLE TO GROUND W Z
Iu 8' GROUND 6)FRONDE STAPLES MADE OF 0.125 INCH 0A4ETER STEEL NRE U
N F - FORMED INTO A u-SHAPE NOT LESS THAN 12 INCHES IN LENGTH. pay '1'-I
11 ] NSTALL STAPLES APPROXIMATELY EVIItY 1 LINEAR FOOT ON BOTH
SIDE VFW III ��IA _ II _ )SIDES of WATTLE AND AT EACH ENO TO SECURE IT TO TIE SOIL. O F' O
w_ p
U SILT FENCE e g
MALYJEN.4VCE NOTES FABRIC ��#88k8 MATING T 8)AFTER INSTALLATION OF STAPLES.CHINK ANY CAPS BETWEEN J W
I.REMOVEAINTESEDIMENTS'ACEOTES Ia�E'vn L L 'NAME AND GROUND NTH uarn4c. hey
�y � � V-DITCH SECTION MEW
HASTAKES
LF HEIGHT
STONEOF STONE i-E' H ¢✓ T,,,'ggg$.II. :fyGY'' y 5¢¢5 IN HRaw WEAVE STORIES THROU01 ANGLE STAKES TO MIDGE ,r�,5get
BECOMES CLOGGED WDII GRADE iSE ^ g. $ I MN.2 STAKES ON UPSLCPE ON DOWMSLC STAKESMINIMUM• h WATTLE
�� TT ON. v` ONO
SFDD.ffM1DEBR75. II III 0" f } p 4 R KWTILE 4 5--1
2.REPAIR OR REPLACE FENCE E,. £ ) 1 t R I a c fY rnau wiTST.
i 4._.... * ..-- 1 4-I. . II— ' MATTING AND HARDWARE CLOTH C III III-II /�®\ YATnNc l
1 II II II II II - I,I An 11-illq 1 R11111 II f' um11=.II n—B—R
R+1\1EDTATELY WREN I_ '�' I-i1=11 I I�IKII�II II
DEF[CIENCE$FOUND. 1 II II II II II.�11-L I = II II J
� ��II�I - II -II II ARR STAPLES
u BSOIL MARE FENCE.HARDWARE CLOTH, 24
--- n IL MATING STAPLE INSTALLMENT STAKE INSTALLMENT
AND TILT FENCE FABRIC 6 INCHES INTO fyyl TRAPEZOIDAL DITCH SECTIONS CROSS SECTION
JYaLI FRONT VIE THE TRENCH \ SECTION MEW DRAWN BY: SMB
CHATHAM COUNTY uAa0OONCRrxnolw *RCOIPL,T1Pe00�euvr0cxr OPWATrLEuaeu.tOOTRA.E TOWRMIawTIONS ADooroxooAs ni. REVIEWED BY: DMR
L ilai HAM COTm�Y
NereuNvw.a e DATE: JUNE 21,2023
STANDARD SILT FENCE OUTLET 1 STANDARD WATTLE 2R6a1E A
SHEET 1 of 1 ....N,e,,.ae,maaama
SHEET IofI N.
FILE NO.: BALDWINS-EC.DWG
I
REV.NO.: NONE
SHEET NO. 4 OF 5

er 1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH ONSEFE CONCRETE WASHOUTt�
THE NCG0I CONSTRUCTION GENERAL PERMIT EQUIPMENT AND VEHICLE MAINTENANCEAND VEHICLE MAINTENANCE srRucruRE vnrHU r l /C'i
Implementing the details and specifications on this plan sheet will result in the construction 1. Maintain vehicles and equipment to prevent discharge of fluids. wit U �j to
activity being considered compliant with the Ground Stabilization and Materials Handling 2. Provide drip pans under any stored equipment. 0 0 0 0 ,_ „„, 1:1,7,-ri
� ,„ NA" _ tp
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The 11
3 Identify leaks and repair as soon as feasible,or remove leaking equ potent from the pa cp ,q /".'""` q 0permitted shall comply wth the Eros on and Sed ment Control plan approved bytheprotect. 0 �*: LA ; 7 ra I PPP---III Idele ated authority havin diction.All details and specifications shown on this sheet4. Collect all spent Flu ds,store n separate coma tiers and properly d spose as0� x0 ` rnm e-apm PII0 0g gjuris hazardous waste(recycle when possible). °����0 m. .1. 0, ai
may not apply depending on site conditions and the delegated authority having jurisdiction. 5. Remove leaking vehicles and construction equipment from service until the problem n ow".a s!`"--' �" Z 0
SECTION E:GROUND STABILIZATION has been corrected. oe,unr+n , m _ oax<or''+.•u roa,rm• h(O Z
6. Br' used fuels,lubricants,coolants,hydraulic fluids and other petroleum products
`""" ".n ,•, mo' M Z.
Required Ground Stabilization timeframes Bring u y p p I I awwa,„',w,'°",""`" .w I swotFir a Ll[+yJ!
Stabilize within this to a recycling or disposal center that handles these materials. :. '" 5
marry calendar nmeframe variations
ad a(Mrm:'so .. 0"�S]
Site Area Description days after ceasing LETTER,BUILDING MATERIAL AND LAND CLEARING WASTEBUILDING MATERIAL AND ar"a.or�.., ��t<m��naz ems•mryftZ ar rnrer rL�LII� ,Q Z
land disturbance LAND CLEARING WASTE ^ .�z I�iy
(a) Perimeter dikes, 1. Never bury or burn waste.Place litter and debris in approved waste containers. I//s-I�, rjy
wales,ditches,and 7 None 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTSWASHOUTS I=l F.t.l I-' LEE
r^44
perimeter slopes receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. Q, q
(b) High Quality Water 3. Locate waste containers at least 50 feet away from storm drain inlets and surface v,W (,� �7
waters unless no other alternatives are reasonably available. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
w
(HQW)Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff a3.state solid washouto f m s and at a r in accordanced facility. VI C7
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. 3. Manage from mortar mixers a with the above item and in
3: Slopes steeper than Bt additionmtr silt the mixer and associated materials on impervious barrier and within lot
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 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 review
length and with slopes steeper than 4:1 7. Empty waste containers as needed to preventean up overflow.Cl immediately if and approval.If local standard details are not available,use one of the two types of
-7 days for perimeter dikes,swales, containers overflow. 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 be ss rturrrrvy
-7 days for perimeter dikes,swales, pumped out and removed from project. so,0], CA/Oy'x
PAINT AND OTHER LIQUID WASTEAND OTHER LIQUID WASTE 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it .``Q- '��'
(e) Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. canO •-F'c$$/'•.,,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless be shown that drain other inlet(s)closest
alternatives are washout available.ihou At a minimum, install ' es y
there is zero slope 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface :Q 9 s-
waters unless no other alternatives are reasonably available. protection of storm closest to the washout which could receive spills or
Note:After the permanent cessation or construction activities,any areas wan temporary 7. Locate
�/��SE
d stabilization shall be converted to permanent d stabilization as soon as 3. Contain liquid wastes in a controlled area. overflow.7. Locate washouts in an easily accessible area,on level ground and install a stone y -v24 ground ground 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls maybe 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. O•s••Fly E�` `
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. F OIN••.'" -
surface stable against accelerated erosion until permanent ground stabilization is achieved. 8. Install at least one sign directing itself to i to trucks to the washout within the project '.,q�;• ....•�H O s s.`
limits.Post signage on the washout to identify this location. RI
papas
GROUND STABILIZATION SPECIFICATION PORTABLE TOILETSTOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit yyyzlrrbb nsssas
overflow events.Replace the tarp,sand bags or other temporary structural components $/c2c2/2
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the 1. Install portable toilets on level ground,at least 50 feet away from storm drains,
techniques in the table below: streams or wetlands unless there is no alternative reasonably available.If 50 foot offset is mhen no longer functional.When utilizing alternative or proprietary products,follow
not attainable,provide relocation of portable toilet behind silt fence or place on a gravel anufacturer's instructions.
hrmanMsdbaatfan 1. 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 stakinganchoring of portable toilets duringperiods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance caused 1
other mulches and tackifess other mulches and tackibers ar arc g g g by removal of washout.
3
•Hydroseeding •Geotextile fabrics such as permanent soil 3.. areas.
Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting
without temporary grass seed •Hyaroseeda¢ Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered properly operating unit.
•Plastic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDESPESTICIDES AND RODENTICIDES
•uniform and evenly distributed ground cover 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
sufficient to restrain erosion restrictions.
•Structural methods such as concrete,asphalt or EARTHEN STOCKPILE MANAGEMENTSTOCKPILE MANAGEMENT 2. Store herbicides,pesticides and rodenticides in their original containers with the
retaining walls 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least label,which lists directions for use,ingredients and first aid steps in case of accidental
•Rolled erosion control products with grass seed 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls and poisoning.
surface waters unless it can be shown no other alternatives are reasonably available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is r
ri
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 or
PoLVACRYLAMIDES(PAMS)AND FLOCCULANTS(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. surface water.If a spill occurs,clean area immediately. o
1. Select flocculants that are appropriate for the soils being3. Provide stable stone point when feasible.
exposed during4. Do not stockpile these materials ensure.
onstruction,selecting from the NCOWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance w
c 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 as `m
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated erosion HAZARDOUS AND TOXIC WASTEAND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. 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. 1
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. lr
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
o
PART III PART III v1.y.I
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 7 O W
SECTION A:SELF-INSPECTIONA:SELF-INSPECTION SECTION B:RECORDKEEPINGB:RECORDKEEPING FI
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation O
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 �I O
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. The rz/I� 1 i , z
which it is safe to perform the inspection.In addition,when a storm event of equal to or following items pertaining to the E&SC plan shall be kept on site and available for inspection PART III ILy
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be at all times during normal business hours. SELF-INSPECTION,RECORDKEEPING AND REPORTING O
performed upon the commencement of the next business day.Anytime when inspections
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements SECTION C:REPORTINGC:REPORTING O U O
la. ,co
Each has re each east measure on a mps 1- Occurrences that Must be Reported
and does not ntly deviate from Me of Me approved MSc plan or complete,date Permittees shall report the following occurrences: 7
Inspect �fr�n'os�mwb inspection records must Include: shown on the itsMns and relative...plan. tMns inspection report that l each (a) Visible sediment deposition in a stream or wetland. ,§-
.rsl approved MSCupon Me 0
pi cam�aae oay required
rue (b) Oil spills if:
the ERS-C installation_ :ores are modified after initial • They are 25 gallons or more (ram)
good working
order - • They are less than 25 gallons but cannot be cleaned up within 24 hours, W
(b)aP re grading been co v e. roves past • They cause sheen on surface waters (regardles of
plan or complete,daM and sWn an ipectbn
report to indicate ete Pln of them o
volume), la
phase.ase. They are within 100 feet of surface waters(regardless of volume).
DI ca.
mom
out (c)Ground cover is located and installed and date a copy of the approved MSC r
In accordance with the approved East
complete,date and sign an Inspection (c) Releases of hazardous substances In excess of reportable quantities under Section W
h" r wne,ne.me mea,�.e,we.e"na.at v Plan. specifications.dica.compliance with app.ovee 311 of the[lean Water Act(Reis 40 CFR 110.3 and 40 CFR 117.3)or Section 102 of plan or
ground cover
zo no,,.s :take". (d)The and repair
Complete,date and sign an inspection report. CERCLA (Ref:40 CFR 302A)or G.5.143-215.85. U
rements for all
discharge
scha eibee performed. surer (d) AMlclpated bypasses and unanticipated bypasses.
mdaih tapes) ((e) shave been mken approved Ea5C \ /
past measures. n (e) Noncompliance with the conditions of this permit that may endanger health or the
zo no�.s corrective amen report to indicate a completion of the
environment.
lei venmeteror c„ae,,e ima,,,ne„a.arara e
n ,n a „n,naa ion 2,Additional Documentation to be Kept on Site 2. Reporting Timefrsmes and Other Requirements
In addition to the EASE plan documents above,the following items shall be kept on the After a permitted becomes aware of an occurrence that must be reported,he shall contact
za Now, �o"a„o,n,.aa,�o"s,ake�,"a"",."i r�,�.e .and site and available for inspectors at all times during normal business hours,unless the the equine appropriate Division regional office within the timeframes and in accordance with the
Division provides a site-specific exemption based on unique site conditions that make other requirements listed below.Occurrences outside normal business hours may also be g
this t not tics: reported to the Department's Environmental Emergency Center personnel at(800)requiremen prat O
w o "" 858-0368.
or offote
(where ce m t (a) This General Permit as well as the Certificate of Coverage,after it is received. rT O �j r�
20 Now,
Is oouid ape (b) Records of inspections made during the previous twelve months.The permittee shall occurrence Reporting Timefraines(After Discovery)and Other Requirementsdaddadon h+i FF.Iy�.1I Iy�
imanine or ae v record the required observations on the Inspection Record Form provided by the Division lab visible sediment •within zd nouns,an oral or electronic motif ation. 0 W L
o"a..aaevemPme",.ne.manem CE imilar inspection form that includes all the required elements.Use of deposition wimm7mleMardpys.a report that contaiosaaescription of theOr FF��II
electronically-available records in lieu of the required paper copies will be allowed if shown to ream or land sediment and actions taken to address the muse of the deposition.
Ijy �I U
provide equal access and utility as the hard-copy records. cdneionsasee may waive the requirement fora written report ono a_I SI(
v.a"m[norm wine mwaeass h ream basis. F+i{
s""nnas p"�ini.as po."aea stop e° 3.Documentationto be Retained for Three Years •tithe stream is named onthe NC 03(dl list as impaired for sediment- Z
All data used Sc complete the e-NOI and all inspection records shall be maintained for a period related causes, cemiitree may brerequirgeedto��orm additional W r`
NOTE:The rain inspection resets the required 7 calendar dayinspection requirement. of threeafterproject completion and made available uponrequest.[40 CFR 122.41 coon tin inspectionsddm requiappdrements
more r a 'cos if m ^ V
pe quire quiremen yearsp ] determine roars or,natoal requirements are conditions.
needed to azure mmplianre ^ff
with the federal state impaired-waters conditions. `wwwWWW///J Cr/y-'
PART II,SECTION G,ITEM 4 (b)Oil spills and • Within zs hours,an oral or electronic te,Si ion.The notification IIIvK'`ye'
() release of shall include information about the date,time,nature,volume and A I'7
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT hazardous location of the spill or release. CIO rW.y
substances per Item
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 1(b)-(c)above (221
drawn down 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 tclvree,pated •a eepanerfeast ten does before ebe&deaf the bmass if Possible. N
extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: bypasses(90efeeffectofthebypass.
eaneoabuation of me anndpabetl quality and
tzzwses(90 The rep rt shall bypass. 00
(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 bypasses
s(90CFRated •twthhs 7cal21 n,erdorala report Mat nobs an.
withdrawal vzz.at(ml pfR I z o Me
mat includes an evaluation of me
quality an bypass. '1/4 /
shall not commence until the E&SC plan authority has approved these items, Tel Nonrempbance • IVlmfn.2,hams,an oral oreiecvonicnodfiratan.
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill,Section C,Item(2)(c)and(d)of this permit, with the conditions • wlHdn 7 co*days,a report that contains a description of Me
(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 of this permit that noncompliance,and its misses;the period of noncompliance,
include may endanger including exact dates and times,antl if the noncompliance has not DRAWN BY: SMB
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, health or the been corrected,the anticipmed time noncompliance dexpectetlro
e Ico continue;and steps taken or Planned to reduce,andnate,and REVIEWED BY: DMR
(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, CFR 12z4111PN prevent reoccurrence of the noncompliance.lca CFR tzz4lp)(e).
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and .staff may waive the requirement for a written report on a DATE: JUNE 21,2023
(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 case-by-case basis
United States.
N. .
FILE NO.: BALDWINS-EC.DWG
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 REV.NO.: NONE
SHEET NO. 5 OF 5