NCC242082_Site Plan or Location Map_20240710

I' 1 \
i. %cc LEGEND U I
N� �  - TItLE
oPROPERTY LNE— ADJOINER PROPERTY LINE BY DEED OR PLAT OU c� llle.
SHALLOW SWALE --- — ..
O/jvT SETBACK LINE
0 /OKOR I�� ���� I������� _ ��1 • EXISTING CONTOUR 101 rriZU 0 O"�"
��m pp�� PROPOSED CONTOUR 101 ^ z„�5
�� oG��' ���II _ III WIIU� ® DRAINAGE ARROW (PROPOSED) > Vu) p �aG
��o 7�p GAR 1pll_l =U la ,� GRADE ELEVATION (PROPOSED) �(101.5 �
F SITE V LIMITS OF DISTURBANCE
.,
SILT FENCE —x—x—
SILT FENCE OUTLET —41111110
ROOF OR TREE PROTECTION FENCE a �-- o—
CNP'C' WATTLE < ( <
" DRIVEWAY PIPE ` o,0tN,1 CA R0 ,,,,•�O,Q�E�C � di ULCT � /
Not TO Scale CONSTRUCTION ENTRANCE Lo'f "��"SE
iscpac P,pp"P c 1y -02a
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OWNER INFORMATION � I 7I'
TRACEY&WADE DARK
HUNTERSVILLE,NORTH CAROLINA 28078
DEED: DB 2379 PG 273
PLAT: PB 2004 PG 224
LOT: 141-E
,� T GENERAL GRADING NOTES ,
- � _ r I 1. ALL EROSION CONTROL MEASURES SHALL BE IN
BUILDER INFORMATION III ,I D' III_ I 0 PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
2. FINISHED GRADE TO BE SLOPED AWAY FROM
FOUNDATION 6"IN THE FIRST 10 FEET.
PREWITT CUSTOM HOMES
2500 REGENCY PARKWAY 3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
CARY,NORTH CAROLINA 27518 DEED RESTRICTIONS,EASEMENTS, RIGHTS-OF-WAY,UTILITIES AND
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
JIM PREWITT 4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
P. [phone] DESIGNING STEPS,PORCHES. DECKS,ETC.AS NECESSARY TO ll
JIMOPREWITTCUSTOMHOMES.COM PREVENT ENCROACHMENT INTO SETBACKS. „NZ
1�1
5. HOUSE DIMENSIONS PRIOR
OD OPTIONS SHOULD ST VERIFIED WITH I 2
/ CONTRACTOR PDS TO THE START OF CONSTRUCTION V RIFIE ACTIVITIES.
SHEET INDEX 6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON
MINIMUM SETBACKS ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION CO O
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF fTl �
FRONT YARD: 40 FEET PORCHES, SLABS,DRIVEWAYS,PATIOS,AND SIDEWALKS,ETC. F+� Ki/
SIDE YARD: 10 FEET 9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT. �y 0
REAR YARD: 30 FEET 1 COVER SHEET 10.OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN Z
ADJACENT TO WITH LANDSCAPE PLAN/GRADING CONTRACTOR. O
GOLF COURSE 40 FEET 11. CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
2 DUSTINGC ��7��) N,S (p�/ IMPLEMENTATION PROVE TO BE INADEQUATE.
`�'O� •� OT •S - 12.THE CONTRACTOR SHALL CONTACT N.C.ONE CALL(1-800-632-4949) O
TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
EROSION CONTROL PLAN LOT 141E a o
3 EROSION CONTROL NOTES & DETAILS W p
4 EROSION CONTROL NOTES & DETAILS
w
U x
i
GENERAL LANDSCAPE NOTES
1. STREET TREES IN A NUMBER AND LOCATION TO BE C/) 1..:"DETERMINED BY THE ARB,AT LEAST ONE OR MORE
3-INCH CALIPER STREET TREES. (STREET TREES SHALL
BE INSTALLED PER SCHEDULE IN SECTION 23.) STREET
TREES SHALL BE 30 FEET ON CENTER,LOCATED AN O
EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE
TREES ARE IN LINE(APPROXIMATELY 3 FEET BEHIND FBI
THE RIGHT-OF-WAY). rT py
ADDRECC T TK��T� 2. EVERGREEN SHRUBS(3 GAL.MINIMUM,36-48 INCHES F+1
SS 7 BLACKHORN COURT ON CENTER)SHALL BE REQUIRED AROUND THE ENTIRE O Cal
FOUNDATION OF THE HOME,EXCEPT IN AREAS OF O INGRESS AND EGRESS. �.y
PIN NO. 9734-00-31-6489 3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH
UPRIGHT SHRUBS OR SMALL TREES(4 FT.MIN. HEIGHT, v Z
MATURE AT PLANTING).
4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND QI U
PARCEL ID 81513 THE TWO-FOOT AREA BETWEEN THE SIDEWALK AND
CURB. Il (../
5. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE a U
LOT NUMBER 141-E CURB SIDEWALK.
6. THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED ^
ISU USED,TTHE CONSTRUCTOR ASBEEN
BOND WILL NOT BE RELEASED (]��Sj
UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S
DEED DB 2315 PG 236 SATISFACTION. a
7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT
BEDS AND AREAS WITHOUT GRASS,TO BE MAINTAINED IN
/-T A WEED-FREE CONDITION.
PG
PLAT BOOK PB 2004 1 224 8. SIDE LOADED GARAGES SHALL BE SCREENED WITH SHRUBS
ALONG THE PROPERTY LINE(4 FEET MIN.HEIGHT,MATURE
AT PLANTING).
DRAWN BY: DMR
DISTURBED AREA 24,000 S.F. (0.6 AC.) REVIEWED BY: DMR
` DATE: FEBRUARY 13,2024
\\ / SCALE: N.T.S.
FILE NO.: CR-141E.DWC
REV.NO.: N ON
J
` SHEET NO. 1 OF 4

i 1
i `9p, GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES LEGEND U M
N5 3 1. STREET TREES IN A NUMBER AND LOCATION TO BE 1. ALL EROSION CONTROL MEASURES SHALL BE IN a �p
QSA' DETERMINED BY THE ARB, AT LEAST ONE OR MORE PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN. PROPERTY LINE 1 I
0 3-INCH CALIPER STREET TREES. STREET TREES SHALL 1�1
BE INSTALLED PER SCHEDULE IN SECTION 23. STREET 2. FINISHED GRADE TO BE SLOPED AWAY FROM
1\ C� �� TREES SHALL BE 30 FEET ON CENTER,LOCATED AN FOUNDATION 6"IN THE FIRST 10 FEET. ADJOINER PROPERTY LINE a .0 z 0
F EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE BY DEED OR PLAT
O TREES ARE IN LINE(APPROXIMATELY 3 FEET BEHIND 3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
��/q7� THE RIGHT-OF-WAY). DEED RESTRICTIONS,EASEMENTS,RIGHTS-OF-WAY,UTILITIES AND SHALLOW SWALE -- -- g W
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
I '00/4,7. 2. EVERGREEN SHRUBS(3 GAL.MINIMUM,36-48 INCHES SETBACK LINE
ON CENTER)SHALL BE REQUIRED AROUND THE ENTIRE 4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR W
_ FOUNDATION OF THE HOME,EXCEPT IN AREAS OF DESIGNING STEPS.PORCHES,DECKS,ETC.AS NECESSARY TO Z Phi
EXISTING CONTOUR ---101--- f.
INGRESS AND EGRESS. PREVENT ENCROACHMENT INTO SETBACKS. rTl l5 0 i--1
040 N�0 3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH 5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH PROPOSED CONTOUR 101 w ^O)Z 0
�_ 0 I, �, UPRIGHT SHRUBS OR SMALL TREES(4 T.MIN.HEIGHT, CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
G NU MATURE AT PLANTING). F4
R GF' 6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND DRAINAGE ARROW (PROPOSED) r^ � W
O�� ��O 4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. GRADE ELEVATION PROPOSED VJ`4 Q0
THE TWO-FOOT AREA BETWEEN THE SIDEWALK AND �(101.5 FTD
G�� Q7TC ��G�
Q. �7111i CURB. 7 ATHIS IS
SUBAJECTT TO CONCEPTUAL
FINAL CONSTRUCTION.CTION. HEREON LIMITS OF DISTURBANCE IF/•,/yl 05. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE
O CURB OR SIDEWALK. 8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF SILT FENCE -% x
6. THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED PORCHES,SLABS, DRIVEWAYS,PATIOS,AND SIDEWALKS,ETC. SILT FENCE OUTLET -100-
S USED, THE CONSTRUCTION BOND WILL NOT BE RELEASED UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S 9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
GE OR' SATISFACTION. 10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN TREE PROTECTION FENCE a--��
PEL R\O 7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT WITH LANDSCAPE PLAN/GRADING CONTRACTOR. (
GNP BEDS AND AREAS WITHOUT GRASS,TO BE MAINTAINED IN 11.CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE WATTLE < <
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. DRIVEWAY PIPE s``,SN GA RO,,,�,
ALONG THE PROPERTY LINE(4 FEET MIN.HEIGHT,MATURE 12. THE CONTRACTOR SHALL CONTACT N.C.ONE CALL(1-800-632-4949) `OP•'F ESA%'•.,•
VICINITY
��T r AT PLANTING). TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. t.,.../---:‘,/k
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No To Scale CONSTRUCTION ENTRANCE ,. 0.. . SE
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2 n \ Z n i po oLP,PLPoop"000za
2 2 _ oP
s, I p0 200A PO s, I PO 20OA PO M R H
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s, \ ss \ LIMITS OF DISTURBANCE / l
OWNER INFORMATION
v� (24,000 S.F./0.6 Ac.)
TRACEY&WADE DARK \\ s62 N \ sg2\
HUNTERSVILLE,NORTH CAROLINA 28078 ��.
PLAT: PB 2004 PG 224 s• \ \ N4242.44, Ni s• \ \�2g24gf\\
LOT: 141-E 3x10i9AK� e 1,TB ,7"OAK \ \\ x\ 7, >
\\ pp.x,T\�A'�. �S'A. 11I Ii[ \\ I\ / y>C \x u�
•
S)4 \ 1,0
of ....5-...... 70"OAK t sou \ X� \ \'r\
o 4 E 10"GAK �•® TEMPORARY STONE \ \ sa � w
vv v \ 10"OAK N v V \ 1 _ ---Ss2 CONSTRUCTION DRIVE vv vv v -'S.>8 ° ��x Sae
BUILDER INFORMATION \ s \
��\ 4'a \ 14"PINE \\ 1� x 4\
s�2 1'F'�OAK 12"OAK \\ �, \� "�"PiNr s) \ �\ \
2500PREW1TT CUSTOM HOMES REGENCY PARKWAY \.1 V�SFTQ 1� \\ \ \ _ \\ \\ \ X
CARY,NORTH CAROLINA 27518 \ \ \�q0/C 50.7' \ _ ( \
N \ 70"OAK \ �TYp \ -580 \ \\5- _ \\ 5>2 \ \ -580 \
JIM PREWITT \\ g® �--\ \ 20' GOLF \\ �� '\\\�� \ F LI
20' GOLF �j
P: [phone] Sip N\ \ "ZPINE MAINTENANCE Sip � X\ \\ �� -_ MAINTENANCE F-I
JIM®PREWITTCUSTOMHOMEs.COM - - \ \ ' 12 OAr \ EAS MENT \ 572.0 \\ - X \ \ EAS MENT O I-y
0 N.
\ \ Y.o o.. --- - o
203� `\ - --5>8 0. 110oC�'Qo�oQp� s>6 CA
\ 0000. 00000o0. x \
MINIMUM SETBACKS \ \I, I --5 PFF`Sa % PMCI -4 x
\ Nlyg4 \ >e ` 72.� 114* 573.0 -5>e I•�••I O rTl E-I
FRONT YARD: 40 FEET 6)4.. \ I S I/� � W W
SIDE YARD: 10 FEET 30.4' PROP\ IF
I : ����� 571.5 „� '^ (�) O
\. SSA/ 0 'F - I�%:e4, CA H �j
REAR YARD: 30 FEET \ GC , SANG ��-.Ct�� INSTALL TEMPORARY ` �r
ADJACENT
4Q FEET s N\\ \�' RFS/OFN el :1� s>4 WASHOUT AREAs \\\x \ - RECSeNFEG�Y JX s>4 SILT FENCE, TYP. �IW�I�� Z '~
0 6 } I _ i 7 -13.9' G �� �4.5 - �J
\ \\ I --57z0 \ \ 571\....„,......,
5 1/4
, -�5>z O
X� z
44_
.� o
x w \._ _5,0
U� s s ..
..._._570.0 ,'
571.5IIP O U
;a \ \ I n F+•1
^l ) CA
\ \ 571.5
?H.
` s \\ 12 OAM \ \
A� 6r \ 12"PINE - I \ ci
_ A� s6. �\ \\� 7.\\\ ...et--56
'OAK O z � - pzx�c, �10"PINE - Ivy �1 6: - U73SSa',A"?..,:::12,
2"PINE --_ ��� I -566 v ss= ' V - 6• X -�\\\ o I� 10"PINE�5�\ 85.5' I�� \\\f I \ \\�_
\ I x 6, X r
do-. \� 0"PINE -®,o"oAK _ 's64 INSTALL TEMPORARYssAll
s64
�� sue' v
\-- ya i ..,›I
12°AK \ SILT FENCE, TYP. x \ \ x.
\� �D\'T K--_-\141E �� s = 6. I s x oo
ss 7 7 2"PM E \\ 62 N 62 0
( 'N 23,670 S.F. ✓ ^ \ J
�0.55 A. 12'PINE _ 0 a"
� rt- SILT FENCE
ssp OUTLET, TYP. ssp U
ss2 \ -\---------\ \\\ --- - �-558 ss2 \ --- / ��� v \\\`\ - J �-558
\ X
C2 --- -556 „m' C2 - - -556 0
55. _ _ _ ------ -----554 55, _ _ _ ------, -----554 a U
ALL PROPOSED UNDERGROUND POWER, _ __ - WWW
-) sp \� PHONE, TELECOM, AND OTHER UTILITIES ! -) QQQ
CATCH BASIN s52
SHALL BE LOCATED WITHIN THE CATCH BASIN �s52
PROPOSED LIMITS OF DISTURBANCE SILT FENCE a
OUTLET, TYP. ` /
BLACKHORN COURT BLACKHORN COURT
50' PRIVATE R/W
GRAPHIC SCALE DRAWN BY: DMR
LINE BEARING DISTANCE REVIEWED BY: DMR
20 10 20
L, N 64'22'03" W 17.69'
DATE: FEBRUARY 13,2024
SCALE: 1'=20'
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING ( IN FEET)
1
Cl
575.00' 10.68' 110.51' N 69'52'55" W FILE NO.: CR-141E.DWG
EXISTING CONDITIONS °2 300.00' 0.59' 0.43' S 22'41'51" W SITE PLAN inch= 20 ft.
C3 20.00' 30.94' 27.95' S 60'16'49" W REV.NO.: NONE
SHEET NO. 2 OF 4

\ / \
r l r�
8'-0"MAXIMUM N M
ALL DISTURBED AREAS NPDES Stonnwater Discharge Permit for Const uchon Achv ties(NCGO1) NCDENR/DN¢ion of Water Quality 1-.. VARIABLE AS DIRECTED BY THE ENGINEER l�STEEL POST
March 1-August 31 September 10-February 28
SOB Tall Fescue 50# Tall Fescue -i�slL' ce F HRl "' Z O
NEW STABILIZATION TIMEFRAMES MINIMUM 10 GAUGE -• "InsTnLLE�Tn sEcaw, ''yy'yllI
10# Centipede too Centipede LNE WIRES NI I TL' i-MINIMUM 12.k GAUGE I h 3 g W g
25# Bermudagrass(hulled) 35# Bermudagrass(unhulled) (Effective Aug.3. •2D11) - INTERMEDIATE WI C��j�•I
500# Fertilizer 500# Fertilizer MAINTENANCE NOTES: 7 T 1 a U
I.REMOVE SEDIMENT WTILNHALF HEIGHT 1'—I V
4000# Limestone 4000# Limestone GRAD r_l Q
OF SILT FENCE. 117!-S I II II II"I'-II'-11 a II 2 II'-1I'-n II I II-r-II'-II II I I II II w I
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS n L I -II-n II II rnal=l=n n n O
2.REPAIR OR REPLACE FENCE ,Z z ti) rn
IMMEDIATELY WHEN TEARS,HOLES, Q,�/ [jy
WASTE AND BORROW AREAS SAGGING,COLLAPSE,OR OTHER I--I W W
March 1-August 31 September 10-Feb 28 DEFIUIENCES FOUND. __` LrT
February O Perimeter dikes, 7 None 3.TNC DESIGN LIFE OFA SYNTHETIC SILT II: 'I FRONT VIEW _III II U G9
T5# Tall Fescue 75# Tall Fescue FENCE IS APPROXIMATELY 6 MONTHS. Ii 7 I.. F
DETERIORATED SILT FENCE MUST BE 1__ Ii-II. 5I1 C7
25# Bermudagrass(hulled) ma Bermudagrass(unhtllle6l) REPLACED.
500# Featilizet 500# Fertilizer (^` STEEL POST
4000# Limestone 400006 Limestone
o \,��" High Quality Water(HOW)Zones 7 days Norte GENERAL NOTES: WOVEN WIRE FABRIC
1.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE PER 100 LINEAR FT.OF FENCE AND NEVER IN AREAS OF SILT PENCE FABRIC
Note:50#of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request. CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS.
I.NEVER INSTALL SILT FENCE INWETLANDS UNLESS APPROVAL HAS c
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. _
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20#of 3.OVERLAP I2INCHES WHEN SPLICING FABRIC.
N. If slopes are 10'or less in length and are 4 CURL EACH END OF FENCE UPHILL MAT PATTERN TO PREVENT END 3'Seneca Lespedeza from January I-December 31. I , Slopes steeper than 3:1 7 days FLOW. H. ``......Mlp,a
not steeper than 2:1,14 days are allowed. 5.ANCHORING OF TOE OF FENCE STONE
SHOULD BE REINFORCED WITH II P`S"
INCHES OF NCDOT NS OR#57 WASH STO WHEN FLOW WILL RUIN ``°s1'0
�' GAfp,,,,c.,
Fertilizes Shag be 10-20-20 analysis.A different analysis of fertilizes maV be used provided the 1-2-2 PARALLEL TO TOE OF FENCE.6 F RO REPAIROF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL :�O�9--ES$�"'•„ -v
COMPACTED FILL 9
ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a 2018.014. e
MINIMUM COVER OVER SKIRT
10-20-20 analysis and as directed. T.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. c/� SE
Slopes 3:1 Of flatter 14 days 7 days for slopes greater then 50'In length. ANCHOR SKIRT AS DIRECTED BY ENGINEER y; -024et\ S
MAINTNAINO3NOXIM '-A X - y
I)r SFECTP3101 T STABILIZATION rs5EA1 3DAtlaa sW[m'1.3=1.IL'.,EVENTS. r^ :o'.F Q-:.
yy` naErrTILIEA CROW.ISNOTRu,ADEgrATE.a�m,.�.T,r,AT.BIM rna�ATaYI0>r_0.�a�eONOROTt�DAMAGEISEP,va�c �y� SIDE VIEW :F''••.NCINEE.• o
ERODED 33..31EIOETO ILEST R=ATION.YO`gen a000lK STAB➢IIATIONAQoeV®. ,,gN''CI NI QQO'
CHo THAMCOIM[Y ) 6..:` u TN'T SEEDING. lsssoa EROSION MANUAL MAYBE R�EesNom roa euN3E3GET Esmwennata ATM RECOsoSEs'nATlos's CHo TXAM001' '1'/. RN`�s,`
—� a sFcn arwo..tih.� All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HOW Zones. aa�,,,,
nmm�ns
PERMANENT SEEDING/MULCHING SPECIFICATIONS -0z, `� STANDARD SILT FENCE act201.8.01.1 u 1 2/1 3/24
r.�,�v�v SHEET I of I ..w,n,rewmw�, SHEET I of I
1
50'MIN
Species Rate(Ib/acre) Dates AND SUFFICIENT TO KCcs 1 di
SEDIMENT ON SRE o
Rye(grain) 120 January 1-May 1 Sqq, qc a $oTa. 7 MAINTENANCE NOTES: w
`6 q-,�e'��Wr o vv c e9a I.THIS DETAIL APPLIES ONLY TO ENTRANCES OF
Annual lespedeza(Kobe) 50 '5 INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.
2.SU,T FENCE SHOULD BE INSTALLED TO ENSURE Chatham County ` i
German millet 40 May 1-August15 EXISTING Cite' 2.-3"STONE TO BE USED 12. CONSTRUCTION ENTRANCE IS USED. Sample Residential Construction Sequence
ROADWAY (SURGE STONE OR 3.CONSTRUCTION ENTRANCE SHALL BE
Rye(grain) 120 August 15 December 31
$ RAILROAD BAIASTI S MAINTAINED ROUTINELY TINELYTO AVOID SEDIMENTLEAVINGPROJEC 1. Submit a Land Disturbing Permit Application at least 30 days prior to any rand d Curbing activity C 1
.-6:,sg 8 4.SEDIMENT ENTERING PAVED ROADWAYS FROM occurring.
PROTECT SHALL BE REMOVED IMMEDIATELY. 2. Organize pre-construction meeting with Chatham County Watershed Protection Department to
a9 review site plan prior to land disturbing activities.Land-Disturbing Permit and Approved Pbos Z
Soil Amendments riTs:4,-.,-'1:-.-..-f:ai,TaTeestanitici
win be provided as this meetirhg. 1r'--'--'+IFollow recommendations of soil tests or apply 2,000 lb/aae ground agricultural Ic—.' PLAN 3. Install all temporary erosion control measures according to the information discussed during to O (�
limestone and 750 lb/acre 10-10-10 fertilizer. pre-construction meeting.Minimal clearing may occur in the immediate area of MI measures to
Mulch s, SILT FENCE(SEC NOTE 2) provide for im
rm tallatien. 1t�y'
4_ Permitted bad disturbing activities may begin once measures are installed_ ,j a r
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,netting,or a mulch NEW CONSTRUCTON 5- Complete self-inspections weekly and within 24 hours or a 0.5.or greater rainfall event �( �J
35 MIN ID MIN
anchoring tool.A riffs[with blades set nearly straight can be used as a mulch anchanng EXISTING ROADWAY I f 6- Maintain all erosion and sediment control measures in good working order_Silt fence,inlet 1 x
tooL p protection and other similar measures must be cleaned out when they are half full.Cogged silt PyCI (N1
J' • 12°MIN fence outlets must he refreshed/replaced Silt fence cannot have holes or tears. W O
Maintenance B MIN. _ "��\\�\\� 7 Ground cover shall be provided as follows: '~^ �( I
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately '\\�\(S,> \ \�\/- \j\�J;\\j a. Stabilize basins with ground moon immediately after nstalla[ion.(H applicable) v, H s--(
following erosion or other damage. /'I'''\ \ \� \P7 P7, b. Stabilize diversion drtdnes mended m be m semce tar[141 days or more with rTl �j '7�
`FABRIC UNDER SHINE temporary seedng and eneinn control matting.(Happllcable) W FO-1
For all areas of moderate and/or steep slopes,stabilize area with seed and matting if
I/�.0 ^ CROSS SECTION c the slope has not been disturbed for a period of(7)days. j-� U O
J /I '.C. d. Provide ground cover sufficient to restrain erosion on any portion of the site upon W
CltATltAMCOtRNTY _ CHATHAM COWRY which further land-disturbing activity is not being undertaken within(14)calendar days Z
of temporarily or permanently suspending land disturbing activity. O
�� TEMPORARY SEEDING/MULCHING SPECIFICATIONS �Muozo R �� RESIDENTIAL CONSTRUCTION ENTRANCE D z0ie saAL6 e. Establish permanent ground cover slM ienttorestranerosionimmediatelyfollowing
..n,m ,m..�. SHEET I sit Y�m��w�f SHEET I of 1 completion of construction or development and/or prior to final inspection_ - O
9. Re-install adequate erosion and sediment control measures and/on increase maintenance W OP't�
frequency where approved measures hi to prevent accelerated erosion,off-site sedimentation,
or repetitive non-compliance issues. 1""4
10.Measures must be nstalled at the bads of curb to rertlkt all vehicle access to the construction /T-1 Ey
entrance.All measures must be installed according to the approved plan unless approved in the
•�1
— field by Chatham County Watershed Protection Department staff(approved Fleur Revision). U
11.Modifications to the approved and permitted plans shall be approved,by Chatham County /U
Watershed Protection Department staff only,prior to removal or installation.Contact Chatham Al
FILTER OF 1 INCH PANDER 1 County Watershed Protection Department staff to request an inspection and obtain a sign-off
fro WI PLASTIC LINING u. ° ° i57 WASHED STONE £>FP6R ,i�'„ On the phns Oran ipprOVed Field Revision.
E NECTTIONAAM s, .u..m .e,a. o°� .• 1�
• NnIF ! • l 12.Onrn grading and mnstruc[on ativites are complete,temporary measures are removed,and I \
rLA nix aN -I II' BERM N°"oiO"° -F�irrr/re ° SILT FENCE FABRIC TO OVERLAP ' • ' the site is stabilized call Outhan County Watershed Protection Division staff to schedule the
loss �.2. _= HARDWARE CLOTH BY t1 INCHES i
,o a final inspe two_ 1`,© 4©u © u0mmm00J—, STEEL FENCE POSTS j ° °°°°bV <_ -! 13.Oncethefoalinspection is canpern the permit will be dosed and no additional ground I�'1
EN T R j
—� wine. E—®. wn rwiC�it�l MILE FOICE _- HARDWARE CLOM tlirturbirhg Mivities on o¢ur O 3
ii m e -\ SILT FENCE FABRIC CN MILE FENCE
STEEL FENCE POST [
© 111 II71 r. HARDWArE CLOTH oN MILE FENCE P�N VIEW 4 'f���jy)p YLI LCB ,-I I- RL1ER OF 1 INCH DIAMETER SZF'5)W45HED STONE�, USE SILT fENCE WTLEis ONLY MSEN
wAleR 0II. 11EIC IN E�— DRAINAGE AREA OCES NOT IXCEED 1/4Ou ACRE ANO THERE IS A LOW AREA. USE OUI NoiPOaaue "��••N,Ni.,, .or Pa°.. �^'� FLOW DIRECTION 1B' AS A REPAIR OF SILT FENCE FAILURES. 1L��''' L
TYPE ABOVE aruoe IN ITN STRAW BALES `� GRADE L�STEEL FENCE POST SET�I /y, C)✓]' cj
�.�-�� MRN tR 6- HARDWARE CLOTH I auolMOM 2 FEET APART I WIRE FENCE 74
_�1 I�1 �,
C7 0 ILA r U U I Fjp-I,I U
le.Im..W 11 II II II
pow PLASTIC LINING TYPE-BELOW GRADE" , .o SIDE VIEW I -
D SILT PENCE ,a� a U
InsC ...A t a NOTES N,,,,.w rr,wr SECTION B.
m,ro.rr+. I FABRIC l< R X+s� FWW4 llALVTENANCE NOTES:
mae am
cT R I.LFESEDIMENT WHEN {
r mt...M MOMSTOW ORAN Al..ETS I. 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 1.—erwN „m...,ea HALF HEIGHT or STONE �{
a 2 A CONCRETE WASHOUT SIGN SHALL BE INSTALLED1-1
I�I roe BECAME STONE THAT - S
WITHIN 30 OF THE TEMPORARY CONCRETE WASHOUT. BECOMES CLOGGED WITH GRADE ICTV
3.MATERIALS USED TO CONSTRUCT TEMPORARY SEDDhB:NT DEBRIS. _ • • AA
CONCRETE WASHOUT SHALL BE REMOVED FROM THE 2.REPAIRR OR REPLACE FENCE - - - - FK4
To AND HARDWARE CLOTH _ II II 1 =I II ` Al
�'rt HOLES,DEPRESSIONS
DISPOSED OF OR RECYCLED �r-n IMMEDIATELY
FOUND. I I
Nee Ge uraL= 4. DEPRESSIONS OR OTHER GROUND I IT-II u U NOTE. ii a - _i'
DISTURBANCE CAUSED BY THE REMOVAL OF THE __
/.L, TEMPORARY CONCRETE WASHOUT SMALLBE `(\i n==II= BURY
5 WE 1LT FEFENCE FABRIC HARDWARE
ANCHES INTO
) BA©CPDTF,,REPAIRS AND STABILIZED TO PREVENT niter c,o,tr mr 6t L. TYPE'snv Ecaouxo' / \ FRONT VIEW AND THE TRENCH DRAWN BY: EAR
CHA THAM COUNTY EROSION. vs Di WOOD PLANKS
CHATNAMCR TY REVIEWED BY: DMR
�� STANDARD CONCRETE/PAINT WASHOUT .RR DETAILm uER DATE: FEBRUARY 13'2024
—� SHEET13-022 STANDARD SILT FENCE OUTLET 4 SCALE: N.TS
...1.,...,.,e,w,,.w°,�.. SHEET I of I
..,�.��,.w. - - FILE NO.: OR-141 E.DWV
REV.NO.: Nip II
SHEET N0. 3 OF 4

p
IIdiNI.I.k+s Nm,K-
1)1M=PORsx DIVERSION
OrT sscsA ..AND AFTEItSIGNITICANT T EROSION,
TOP RIM r l
0■OLIRID STAReMT ONANDMAr[RJl3IMWOlIId PIA[TI[YS POI�LNIQ'..rN _ OF DITCH �../ M
[QUIRIIH AND 1tt...a .q Jp,.WNQ D9.Milli•1D? I�JWaS
itME WOOL CO•DTRUGTpla@NlEAL'MAR L M a n Yin nhtlnne p Janare Y mowml dlklr..p o l Lida. rrearee+11N Urn DE=NEaEO CARRYING CAP CRY.a®.12R afar A=NEEDEDIO MADRADI THE 2'-0"MIN.
Mplarrorobl-l.dna.6 erdapecttooaM m We parr arse Fawn In the maobu cl. 1. Provide Yea Pnuda.ey lored r9Yonunl. pI =~ PSTp1.1.ID)M'5R.i TtEOE OR 0OWERAPPROt'EDM9,tbll&EMUST BO AI
IrdNur hale coward Ccrroanl wwh re DrandFilldlenM WlrYla landlq ��1.• • l� Cf{�.r`'- ,�11
3. Irmae leer a ran rep.a earl n+erode.re remove;Wenn.mourn..4:m1• i■■{ , ' 1ynR '= II I r�i
and lona of the NC=Canerurrn Owrnl heat 15edeae t end 1,Nepaederel The Pried- .'-■`•ar ���i�' a A. .-.L 18"
a.n.Ib.Y.l rrnry rah b.rolm..,d Sdbnnel Corer eYn.....141r. f.•...i} ,}-.Inn SEEP CUT OR FILL SLOPE Reel OOi iii O
:3a.ol darshaltTM1 a. Col.ell wed fee;erne n wmna•cart...nard POP,ry dr...n 'e�a�
ewe linedrbert a I drab and aparlleelbu A.m.Th tiro! » �- I., �i8 .. zO
-+T rcl•pOry d.pdFdmAle xMltkm and arm...ad a[FD•a11T Iragl �vr. IwFrdro were Ire...when pmI1.1, 3:ISLOPE '''yyylll
5. RomerlWni.N.o ea rvobidm*Wenn.t hvn nuns..."l l-t:__r-- ff-WARW l �..� _ •r�-•---_ (MAXIMUM) �/•bCI) grQ/a��1]
sdCtONl:oR]LMDSIAeIeTJl11p1 habsn:an6aG L � {aTr- rem•1 H W > g
and Sm.31.111.1an tn.... L ■aru,wdnub,Ilbdpprh,mmYm•,fAdrercfJb rod other pE,den. n:.i:.. TT
le•receding x deicer roman net hand.ihmar m•bapb. =--r2.1TAICuu y II CROSS SECT UN A-A NOIE; p4�1 rq
!,,blw Md.Rah' _ y - STABILIZE DIVERSION DITCH WITH TEMPORARY r_1
Me Aran P..oh. mnY nYrdr Tema-en.weirbvm IDM1"•GEYM*r•'Tr +.+�} T'- SEEDING AND EROSION CONTROL MATTING EH�11�1 ,�-I yO Q I
eery Orr manna 13P1e11,Rd LDI1R Mle.mALAMI5 u1C CaRaire l WARM ICI l' ,O" ,cal
Inddnwrer... U. Neer Wry or bun wan.Pia.liar rid d.b,ln war dpa .aP.Mrr A
• e'r 1. Fria wMawrinan..red ma a web and.F.Qa.f ampler,Iron CONOlMTM WA.NR1n O 11 R4 ›-' W
are',e:=n.a. Nona repadal m au to mitrn mi•Imde'n..W d'rr.alc,.ann 1. CO M drarew:prem.cr_•rmr,:awry from the all. UPSLOPE TOE A41
Cd') L�
..•I-tale•.:n M. Lacer wear m.lrsn al bat 5C hat au.+,xn a6am darn blob Pad InMem 1. taw.d,x mere mild,bondman!onv!e rotlu In warden.alb loon POSITIVE GRADE 1.0%MAXIMUM v,l�/�� U F�
F if y..Y,Ws., 1 Nam. »ran vim.re WmellrrolNaa amrarabk •neigh'. and ate Said Fehr raNallary and e an•K no..rate- -.I CA ZJ
:-om :aea J. LxMa war m,Wsracn ten Tf.d rot
urr¢daw,`d lar, ,uncP 3. Manapaapouhan mortar an F cdnpp Wa
r In
d dF / �� �WHj
,- Nome loaner lhm a.m.rr!¢Plan Flarrh Ind am from upland awe.end doe not belt dndn.,alum rein rear.a wiled. arr.Oct re mew and erceri d mutt.en Yn pave Wrrar emerge,.I ]_I F not Mow atn11,14 don.. 3. Cad dab mabRnan al tl.nd or..workday elan, .Y•d lean a .. or le...sr•Iry IE° .
prances,, vem.rnrt.a..or nalam doomed..on"... a Imtdl tampon,s.neb.rna.Pr an.neuIrrnru. .n•p1aob5.I•an SIDESLOPES TOP RIM
.IfOpp anal.tan SCF d. Andre NN/MealllM name!mere.medal.,.Yalta drradhd)di.Mu ...mar naiad PrpsWdIlc be last,mMaP Yaar4P>ral arl•.bdb bar TOP RIM OF DITCH II\
Wash ad with Maas Mai.dim.! I. !Frot,��ep ro•a nedd!v omega'wa e..[ken up YnrMtleiYlf rearm end aprwl.0 Yel•I.,drd....la a lea act.. .I.,San ors arias tau 3:1lMAXIMUM) \ 2'-0"MINIMUM
-7 tire rrpminar dk ea,eaE.nand Mar nap
notor cpvnryxrveira sf dra world.meHadeaYl \\���������\\����\
J_P.a]:::J:l 41 dads,pHr..trt area weehlDW ■. Dbppptwdl RlFYlea r wad sa wets in
.. CeM.uammebrdr map trbralr.wlx.maneta•norm.Into
40 tar. S. Gbuanetadale,ban up rid dhpae dwwaln dnprbd Fee mmiFra dshardall era. xnro ber Morand .Wd. r.,.waahnrfmt bapuSalot>a b N.
-lO lapbIona lab Wairad dbdMrpd btha Ymndr•.,arbn xr.caNFlarhce Fora L4utllarrmr: STEEP CUT OR FILL SLOPE I-\ \ \ \ \ S. \ \ \ \ \ \ \ \ \ FUlrr
-7 am Frparl'•aaw dkn.>whn PAINTAMO=MI eg1IOWean b .5mM afar r.i.a ehvnprra.cl. \a N. N. N. \ \ N. \ N. \ N. N. N. N. \ N. Svv4SNl CAP°•',,,,
L locate wYaar alined 50 fat from room drain h..and helm waters union it
III Ana.rthablw Wafts,premeldoro raw POW twee I. De nal.dun PPnand calm paNwatard>earn•bar;Waam x errtln'da \ \ \ S. S. S. \ S. S. 1, \ S. \ \ N. aOQ'.'�rcSS/^.,,
NNW rem al 14 -10 dap larbrrbr L.a.•Fdinlen 2 bar pFl...on n to SD nth away dean•arm...tinier•nd aria
wire di°ro,:MI no YJpabmalR. ere reran.GWif.xalorr NamYJnun, N. \ \ N. \ \ N. ". '� \ N. \ \ S:'Q-O 9:
the.brie Papa or la,mire nooder•aemrr.a an renonpr.r•a•ht. YOWIProteWar debrm dleln weal Freon:'thewMarl wnd,mJd rrppM - Q 'y i
1 CO..liquid waaln In•:mimed row aplYwvrorlla.
Nate Aire the panrrRlst raebllen d mnathrtlan madam,Ara eh.roar lrmParl p. lave wear In an and"axeYob arm an!earl(rm.and robedI•Lair /� SE
dread alahlb•RFn P•Il la mired b pmrwrt amtr.d d•blYOrn pm.i n a. mmebYrart nue ha la...Y'd rid paced Apo menial"for T•ce.ded arm. ar..arna dad In Front dM......t MOM.xmnY mere ram PM try as OA 4 PLAN VIEWy -oza s
...kat.ha In rsaro.levee then moan der darer..inn Inn land dwbI* 1 Omani tha diehard.of asp,d•nK d.larr.h and alba l4wd war.Pon appro./aWvar. / \ lL0's fN �Q':'��
...a.Twror.,around.IatI•TPn e.11 la m•FW In laarr r.d •manner Far I. md m nneli Alm n Ilvr le m•aly,ll al rol e drOGYamr•o' ad rl M b ,r r.Yrav war.war.R.waled CHAaMACAI Y F'•..GINE.,..••'p.
err:ratable aplr•l,,.urea,calm is.penmen.tram ebb lbnun L.dread. DETLCTrc.aere
Nb.P.al.op on Non washout bard to Namable one Medan. .,,'qN OP.•v
orolwo audcAreoN lPeueabnal PDRTAulrtae�s ¢ Roe.r.elm+antti vabJ rl,.n at moons Moony]SR'polYblMt �,1 STANDARD TEMPORARY DIVERSION DITCH ��-^� ""2/13/24
L. half!p.ol.la ad..WI.m leer{mad.al load 3C feet miry eon arms dram, area manta Rap au Ina Iwo.lam bap a all.'l.t.rn.M minicar d SHEET 1 of t
Maid le ei°/cmd•ratMtl[ao Mat rein all..lobe.T .11.uwa.d d. ale=ale an..wire Van h nu rnrna;M remand bb ear able.ft3C WI ••.....-.•...roammer
bectnp urn I,'hre Wei bieYr db.l I.rot Manrp,wos*•rr unien of psYb la IMP tNd Jt fnv x p.m p.. .innerea lmR 4Tlorsl.What JN•Fdabmadn e.proprietary
Imam.Ndid.. Pwro•s0SY■r.DY on prrol Pad Ind war.d with ad.bad amdaco Rlie.ofM.cMrrlrvbufcrs
.wear..'won bradre•r.E der.armor oar..'[own red cereal..n Y raw a 2 Fern.eala.{xrxbd'.dPr'Jrr WI.d,n,ep.oed Kin anon...Id 1 ]D�Mppraw.ram.ladlta.1.•ph..
r.nona.nnnkal"I.artLima .elm
ns od
•SL,a.dde.d 1N1e. •alb.male,a/wk.. Fat Malt area• en iParddeaYrdllY.I■pa.Prppbbl.,and nralYr Fry dalartaice / 1
•Plena. % •Remo.tarn was epraaaN d 1 Morin pol•Ga trier Ow Yrtl d and 4rrrar d•aaharL
•I.tIolhOW,Oan}ter5eb aeon. neramma•I.ISI Urine a loneae a mirry mar healer b manor larreP.N•bla toiler Ind Felt•
MbrnwlM.....read •nrdeawe•f eft a=PII...ad.. - _
•Apaekn rppa•e+ care an a... .inapt lne pra
m..Piero.ram. - 1 N[1pOD6,P1611.0013 A1O R0011.100.
•Nana Apnea tN.a.ND ,. more and appy lerbldda,paledn wad tnl.MSI..In vdna wth label
•haler •M er ew tlAFrleOpavN.ww lARTIlII SfOO[IIf WMOlM[Mr renetan• Won al Wen ... ern e. P a
mammalrwaMnarseN I. Soon alslpr l:catlxapPam bole artrSr--nem•I nuc._b anon Flea! , Son Mrb din,pnlbde.and ro ,tct .nln Rk orr..md.hrnvnt Ina yam. Adwmbn .0 .Fan
•wameln.uab m aRlOtM reran, 30 Mar earn hem Norm dr.,.Wel,mine.beer,to'an.,amll-a-I xrd,ua Ilan.rtie,III,*stem Ar...rard5n5•d'PI old Seas F on.o' or season drams.
war Ira cone Para.vat ON°'cOrOOl Ronan N r 'ADDITIONAL SODDING
xublpreik adl.fipp meal mama Yt,mbathem moaner eitrrv.wan ne-aeu•abA' •:darted relaaYro cool
binptn Wendt Manua r
Ma I and.
_•.err amYan�I.pnwaa.iilrnn..•, m1abla. > Da rolabve hoer!.,prom:tle.d,00sn iMamraro when Rice I. TO blwa a »e pa ...a.a uW a to, INSTRUCTIONS CAN BE FOUND
1- PMat selpbweh aN IonaloMlad Engl.dare.with•nl-1-o..&fan_+ 'a AdnNun,['cram, MwnMr ill eru,.eYgr
PUTAOETIAMot3 IPAwR pro glocol.113 III.ran from tb won>'r,>dpb. Pro.lrwere.theme epllPlab YYaappa,ndrniwartbeFa.lFounderr rrmn,nmbs. and arrant vN... « IN SECTION 6.12 DEMSODDING"QF ..
a aAewal.Ra all am..,don area Inmmrnely mr...Haar, ' a» »r row' pa,+ .b. THE NCDEQ DEMLR EROSION
1. 'sapsd malnb elan art a Nan.Pe aw thea.r babas awe rued 1 Pmada Pablo=no corm pond whoa f•ntla Jena D'ym•k.fabY neeIrma..eau coo. nos San. evl rpm N
comwetar,alapm a awn l.rft BMlnl elhst..ant 01'lIaa WII Stabl.MappwbFM.u..►ans.prawed soma Part and n•wors,.. ". O°exadppdPM thew nrmei.arob. In I oar r MnnMb e.,a»e»,.•• _ ALANNINND MEND CONTROL o
1. App1r•bmrada.Lor barn n.°+ar w ts.lan and 5.linit Cxnml Mawd with Via afap..plan latany detellnwker.rea a.blame I.d•frd wa:+K•n� ...nor II.r...nn» -I none. PLANNING AND DESIGN MANUAL. U'
S. Jrply+baAar6•lnheoanudnlb,waal.In MS PCDIVf I/r�Appw•d a..•Ilet°de.phpak�W clunkelIWM'y.8els4Ma ndrureb•r maM,eYd r1ASMOO1.s An3Tc]ilc•x A51[ um s.efan taro.: mrrp.re h„ p-a r« «r. roar; I ,y. Ir
PALOPtc[¢dnla rid F•madara.11h ltxmands-1ra'.brinr0ra .mar NO ba.6ddll SPaaeeneampSIo .sw mFmel rlaad• L. Cur•dMpn•rd hu.deu war v.IMbn rue eFwlLL ISA,d BarmuGp,au Wm .Tf«ry.0S.y P•tlm.mra roar, p n o•.M ee
a pea dd nand nlrr Ow...P./.0 imam sip manor WIWtd lain.. eATNgrr Ownn 0., ...whom"1,l-T°e•Fa B».num o
1. Ram haul�ea wad.¢ddra velar ow P 1.amid,elm.ram., aAR8Yd R MAST .T.ns SECEss..TTO
enter. - WI Ontl.•nru-Tel mil to Jrnwi»r law•San r•giwewmb far liuw•W
� NORTH CAROLINA x Da o alley NrdwdNmkradmmale bawd m.rtYdradeanM.ra.n:- v.bran Enna.M.. Haman,»„ 6nuun5aneeel«myurcnw.r.Jnymr lure-ureampmem•aepuwk MRNTAIN.DBQOAnuoDTVRE CIT.ROOT
1 Roma®air In leelwod container art ere boot Inder■ar,.faMad mad I euan ptn zoWffi M9 PX9V@uT OObLiNCf-or son.Wn]8A
•.aa•Pr• OM pee oar* Moroni and ApmrmJ neMAuloai of theT m Cmnlo.rwDep'mme.of avid.
'Jn sun„'le
x auraaddbetamrdaY m'IrnnentalT,m.d Environments Quality c MORe DIIlINOSIImmRswxns.
.��,.� Im 1)DANT
NOT RellOVEMORE THAN I/3OPSNOOT IN
eurYPlan ApinMual emuu..Sit,.Weir.todaml mown bPlaN.wdapr der .MOIC¢aO MAL�TA¢aGM9s MIGHT BETWEEN
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLINGw Ralgh Rm.. nbMmnre well warm.
nu.Sao a .P Ian: SJAK ESL LEs=OTHERWISE IPECP®. d
EFFECTIVE04i01i19 ". „n. Nwlrxlb1.000 n GRDm ,==DN size'-'
suppliers n»your IeY oil 9TO�aD RBQrot.*nrLW,00,ILLl1TION:WV.II.•A REQL'IX8
•Imala al t 1 IN .R. h1d d MUM a'I'E=T REcoaDmNnnttoN=
!m" .near -T-_.�---1 O 2
warm-: hy e capevenly .l K �npra�
-.-Is• . Ion n. al, ',Naga. .Free! ••�voa.m'•° ell..». /•s
01 1 on dee i mu f dkma mn I.'-.�� h+-I vel
Tom°«::=4win,'x„r.":, _ ed.;,ssnooea:nler.Mkru luaarvWe;ia'.Nine. 04 �I eO1P., Pen=in'r n. 11 FLI
r. ^' } rr�r n».»I a'� m.»,»x,a»» � 111111111
r
PART 111 PRAT III PART III rounds
l tommam oat dun u.rpnimlerl whet I.Vi'J Me
n On
SElFINSPECnON,RECORDIREPIN601JO REPORTNE SEIFi•ISPERpM1,RECORDKEEPING AND REPORTING SELEi NSPERIOM1,RECORDK FENNO AND REPORT NG mot coma wcn.i,. v Ion ontl sr Ile d,WcuY CO f•e.r.or•
may co T
I
CA H
SE I1ON L SEIF-I1.5PECTON SECTON B:RECO ROKEEFING SECTION C:REPORTING ` «•- ram V z
yen-fspedNns ere rrq•rec duin5 normal business noes at.careen,with the took 1.MSC Per D«amehlrnan 1-omnaces Inn mum be reported Li I 11. Y, rTl a )
brow When adverse wearer P ate canctbors would cause the safety of the inspection Permieres she!moon Ye follow pilgrims.oat Ter sec: jt ••"ktlNB!! li.�L.l
The eo tMSC ter es well es any approved eon shall be kept the:te.The
persons 4 be in jeopardy,the irdaectiW may pe derv.until the next busines drop pr,arc p aparp P Visibk:ermer:...ion in a sVeaT Cr wetland. /ryU\ a" " '»'m":ir ": O
which a is sere to perform the...ion_m addtion.ahm•storm eve.of rpm!to or approved Ease akn m�K lx rep:uvto-aeeethmuFndrt the coverer undo-tnispe-mR I°) �.� ,m,Nwn _ , ,,,e,n,aa,r
The rot oars. minim to Ere Ea. en AIMt be doamerrbM in the manner a .•e'r w'e 'ra•n'o "••aeon ,n U O
Fester then 1.0 inch OmJrs our...normal brines:IKYJrs.the le Ft nFae dim Malls tic.Oibed. ems Pr PI (r) aSpea abbe CTIn1I(nm WU _ rr_
erre dela uoon the.Mdai he not.in re nt Inspection
ctinReaarLis day.Am(timewhenin:pempn: are 2,p.m or more. �� SODDING INSTRUCTIONS �Tm1r-DRL•n '�.� I-�
wart do Yyd shall he rrv[e0 in the Insaedim Remrtl. • They g° O
l la.naa •vanarw aerra.rarls■rnrr.arnsb • Tl.v'are kid then vGeilors ran cannot he cleaned up within la lours, LL101TlLll
• prey rose sneer on surface wafers I,roynOPO d volume L or •.ma..,wmes.s n•.,r O /\
err.•n HI Each MAC Measure has been Nor.,, Ine'al node,Nth FLX nerve Anaxpp - U
auP.r `r.+rwal ay.wka,.e.a.ad l..arr. are within IGO feet of ivrce waters pew/Hess of volume].am and aannr Nenenmrn.Ynk room oar of We aamnp Mr PMn oanmrw;ale ' IrcGa 1 _ 11
dal N.,»tp or• ..hewn•»aounh. 4pta['d;diars;omAnd rolriva Newlions ono ran a^inspavon ninon YJl lieseYn
ream on ere apo'ved MSC Pbn MSC erasure snow.an tee neurone lAX Reim=r hazardous suasion=in excess of repealable airs under Section 311 O
Pant•aura '..yr..male..•uo•'•,.r...»'LI..•..a IILd. Pun.lb I.danwn[riw i•roqui.anpen[ha °) P°d° Q'1p^
a ••Nana[.rows sb
, PACO allalio CI the E■SC hicas.rn or if of the oean Warr-Ad pint 40 CFR 11113 and 4a CPA 117.31 X Sectim SO3 of CERCIA
•ion pre Ion .sera» asw-srr ...Liz kYwm aw aird arm Man (Rey 40 CFR 3024)a-G5.143-213 AS.
oral!axe San urea ruu mobil en,tr.Iarmvra w ins.laton, MI
Imwt Ww ovn nw w.aN.•.».wmN.M wart l i a PONTI FOR
Ill CISC rba.ra an wan acarOnrm.a<a.rm n•enM - IbI ADNae Miming Nmbeen wmpeleo made and drag rvareand owe;nFLY. (p) Mtid>vrH pypasses era ul.lMicpa[ed vyaestts. nWn[p
OIMY
Menarr ,Free ea are opens Pan o•fan used..dare and sir an fsPeRYn OeIMW Me Pon1Lw OP awRfC¢aY PA- n
nrcn swnraw•aaa, repalrindk.e Oompktbn of re al[s A.WONT Ma,r p rz
»n rasa• (el Nmm�plrax,pa de of omit man may endanger memo or trot
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caber'Lase bmr. IV aua[3 rare e[eazmaw DRAWN BY: DMR
DRIVEWAY TURNOUT ORADER
�'NORTH CAROLINA REVIEWED BY: DMR
'r •Environmental Quality DRIVEWAY TURNOUT DATE: FEBRUARY 13,2024
EADTUS TYPE SCALE: N.T.S.
NCGO1 SELF-INSPECTION. RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 FILE NO.: OR-141E_DWU
REV.NO.: NONI
SHEET N0. 4 OF 4