NCC241940_Site Plan or Location Map_20240625

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\ I ' ' l i / GOOK ALICE JENNti It \''
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/ IF.015 T F Wy, E li i / ' 5051 PEPPER SHIIL�R RIGHARD A `� �� ,R
1 vj I M'ARI,AN L WAI I'✓ 1 / I fRD 5043'PEPPFRTREE_. \ RD U''
�� I/� \I i'lEVQGABLL..��TRUST / E/IMGIK,f1AR6,A"IRET Ji I \ GI,EMMONS NG 7i01.� GLEMMONS NG 2101. -..I _
¢¢II462 RAN¢HO HILLS Df2N MARY L %SOlS RD ITN JAMES / PARCEL ID PARCEL" •� A `
`. �\ ( l ( , eitslOY G4 450j20 I PEPPERT RD PEPPC-RiRq 61 PPERTREE RD p9 SB92-12-31H8 SH92--12-4 g3 /I
��. ( I I � I•'t ft` GLEM IONS MG 270(2 /GLE ONS�NG 27012 r I 1 "\ -/ -\
•\\ �1 I `,\ PARCEL ID I I NG 012/ PARCEL ID iF�O\Z I I J \
� �` \ ti` �'S8rI2-62-9864 I PARCEL ID `f2-100 PARCEL IDr / II I ♦ > ) ( VICINITY MAP
\: yA. n ', 'ISH92-12-0 I ;'SH92-,2-2,24 5v i� . L 'I� NO SCALE
�`� \\` \��\`\`\ `� \ 1'I \�� �� II\ �`\ j // % I/ ((( / G PARCEL ID ' \•_\~\� ♦{♦ •\\`\ j/ �/ (� . I -_
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SITE NARRATIVE:
` \ • -1\ - I ;/.--
r'-�\ % � FAMILY•
'68 ♦1 ;/12'
/,/ 21-5 \ ao _-- •f N. _ \ PA EL ID I ,\5� 2 ID -PARCEL ADDRESS:6983 ORCHARD PATH DRIVE T04 562 5012
�l 11//\\,1�1� C \� •,\ \ o, Q R,.'`` y' SH92 -5606 I # EMAIL:JusUnellycoproperties.com
\ \�/^�) .\. '-•\ \ \\ N 6F. \ ( �) f J -PARCEL (LOTS T2-2564,5H92-62-H4%
�V A �� 4 1 V Avg L)T El$'- �� A- >% �C / \ .40 AG I II �' % _ -- -ZONED:R TO BE PLATTED AS SHOWN)
� j�e� ' \���c•, N I, �` A > 'p, a' _ / �� o / I, I / -TOPO FROM CIT/COUNTY AERIAL
;' ) \• s \ WA
` \ -WATERSHED:
\�i �� v ,�\ rCC \ (\ \``\�.\ �_�\ \� N` � ` ` * �:.` AI 11 l l / i ( EROSION CONTROL NOTES:
` �., \,• \/ b� ` 50 AG / \a �'.. I i , (, .Ib AG % ( SORENSEN DALE AR
\ \ i i \� \. /\ ��-?I-�k _-_ / o° . @ ( F'ERpERTREE -TOTAL LOT AREA:t4.62 AC
\ r-` 1 \ '- -__\ _ `•�� \ I ` A CLEMMON3 NC 21012 -TOTAL IMPERVIOUS AREA:t.85 AC(18.4%)
V AV �_-1-� ��i -� ♦ A l �N N _ / ->s ( I PAI.GEL D -TOTAL DISTURBED AREA:t4S AC
\ \ v m \ �� �"___ - _ ate` \\ 'r'‘'. --I •1 \� 58927176524
`� ___,PLFFTION-OF II \ )./_Y� s•� \`i 'eA ��_ ---s__ --1 / \ \ CT . _C; J! / -AREA TO BE STABILIZED: t2.3 AG
\\ SH92-b2-849�- ^ `� ® \` ` "�• \ \ , � tPT-10 \ _.-- !1 �7se _-- �oa_ I 1 I \� ` -DSL NAME:PaF,Peq
\.� `\ - ' - - '`\'\ \,,,,_i 1: 'r \ y y�' \ \�/f �`__� Y� �I / _.o \� \ \�_ `8 �` , , \� � f�.. -PERCENT SLOPE:2-45
t IrI\ �\ \ o -GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 15 DAYS FOLLOWING
\, )'--- _ ---___�__\ ,\ .>f� ��� \` ( _ \ 2 1---� w.? ^ l \/ \ \•: / COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED
\ �- - \\` i�"_f \,�_\` II 4 a 'G• \ �OT'1 K ,,� I` \\ N \ A ',, \ \ `\\ \\ AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER 15 SHORTER)
- " L� p \\` >9 i FOLLOWING COMPLETION FOR CONSTRUCTION OR DEVELOPMENT.
L _O T '� , � � v�t f \ 2\- /\>90 N 5 a._-__/- &_ .J 1T \\ \\.24 AG`\, ----\ ` -IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED
/ -Q \ > BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY SHALL
�k \\` _ -J aS5, a6_ \ LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE
\ i r Q '-� ACTIVITY�1�5 REGULATED UNDER THE MINING� ACT OF 1911,OR IS A LANDFILL REGULATED
,\ •y.�' \,.a - �_5p AC ''>aq- _ --1 BY THE DIVISION OF SOLID WASTE MANAGEMENT, IF THE LAND-DISTURBING ACTIVITY AND
\_- �� -1 •`• 7 5 ,;'-'.=�Y ,' - 2J �- > -_J� ,l \�\ ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PEIRSON,
' `'�� N- >e_� LOT Qij __�' ( a �_.T` 0`- __ ��o �I \ , ,_,..._/„-)..,,,, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES.THE TERIAL.GTOR
`�25 v GHEEK JOHN �
ka� \ 's _ C_ '-' - / �� >aa I A- ` `. SHALL D FR MHE NSDT RE DIVISION OFFlGE ATERI 1 IS B BEFORE ANY MATER
\,\_ '�� ` _ Z_ '•CC, -7eo�_ \\ _ \,. \\\ \ TREE RD REMOVED FROM TiE SITE TO ENSURE TiAT MATERIAL IS BEING TAKEN TO AN
\ - \ /���> C,k;•�\ I \ aO\ .15 AG - © C ( r d / © "© "•� 7a6 " \\ ` \�� �'� GLEMIM0�15-NG_21DI2 APPROVED SITE AND/OR LANDFILL.
\ j/� r i l N ) ` ;s,_ w�.,.��' ©� (( .` \ \ PARCEL ID
i 'C \ ri-\ II �� �__ - -��_ c1 =\__ - - S`S,T i,6t,i4� \ \`' 61:42=f24r465
t�.', GOORD NOTES
/ ( \ y\ II rrr\ , `�--___ `. �277a_'� LOT 8 - __�'�;� ',iv,a r .• �� \ \\ �"� LATITUDE: 36.0021
\' / \� s�; {�\ A'Cr \ �,"�) -- _ -_' ,\ j6 --- -_ -- ;� ,\ y LE�-SS , .\ \ `�� ____ - J % LONGITUDE:-80.3620
0
, \ \,,\� ----`_-�- '� - \/ �11 \' _ - - --_7ao-i 1_----- ,-__�`5- \ I. `® 6 7ae-- ) i V I KEY NOTES
� __- _-_- "-, ,\- 1\ :rt,"\\ \ ' _ ______7az- Z`-- ? _\� i I \�, I GLEAN WATER DIVERSION-LINE BERM WITH NAG'IS© H EXCAVATED DROP INLET IN FRONT 0©\ � � \\ ~__ � ) - I\ I ) - . / O PRIOR TO START OF GRADING m O OF SILT FENCE OUTLET ®V7
���"• \ •� \ - 786- _- 5892-92-2251---- �� 1 ` 2 �� Q HATER DIVERSION-LINE BERM WITH NA6 DIE 9®EXCAVATED SILT FENCE OUTLET#1
r
�� \ \ ` \ \ ��__ -r\____._ _ \ -7 / `\ PRIOR TO START OF GRADING
`tic \ _____ -7aa__________^ -- ) \ -) I ®EXCAVATED SILT FENCE OUTLET#2
SULLIVAN JOSEPH FERR \ \\,, `J '=--`` '''? I‘
1�7so-�, ��__ �___�_____ _ ��� �-� __\ - __ i \n 03 TEMPORARY CONSTRUCTION ENTRANCE II EXCAVATED SILT FENCE OUTLET#3
\ter`\ _ i� sz 1Z
5130 WINDSBURY RIDGE i �- \ \ r
GLEMMONS NG 21012 ! \ �`,, _� -- ,��� ____________-----------,-/ /�-_- / i/ \ \ ® LIMITS OF DISTIRBANGE EXCAVATED SILT FENCE OUTLET#4
y � s4- Q 1
PARCEL ID i ;� -�� � `-��\ i s / \ C 5® DISTURBED AREA DRAINAGE DELINEATION *EXCAVATED SILT FENCE OUTLET#5
5892-62-8496 `� \ � _-- ___ �_'�- -_-- �� I ,
\\ - _ ,_Ise-_ _ 4 EXCAVATED SILT FENCE OUTLET#b
• `- y_-- -_` _ ( © OFF-SIT'-DRAINAGE DELINEATION O
•LG�ER l` / L- -- O-IS"RCP DRIVEWAY PIPE W/OUT�T STABILIZATION e 0.EXCAVATED SILT FENCE OUTLET#-T
•120 Iy1ND�Y RIDBE- - `i -si: �-- ---- - --- \_ I ; 1
,:GCEMMONS NO 71012 �__-----___--_ -- _ `�� -__�_------ �_
_ _ 3`+'cazt$,D'Sat.v � - _ �,�\ / I `, (FIELD DETERMINE DEPTH AND LOGATIOW 1• *EXCAVATED SILT FENCE OUTLET#8
_-aoa______�� , l j ®CLEARED AREA TO BE SEEDED PER&ROUND
pARGEI Ip J _____ ,_ \� - ? ` - i I (> ` I -IS"RCP DRIVEWAY PIPE INLET PROTECTION COVER REQUIREMENTS ON SHEET G2
Leos- _ --- ,./
t l/) ®STONE CHECK DAM
\ _!/ \ , l\ 5110 WINDSBURY RIDGE,-,=i. -4`\\ ��"- _ -.` ____-��- _--- .__� aglik
_---"/ �J l
'GLEMMONS_NG 27012 ��� _- f _ _ i-�"` 'I� \ �l �1 II
\ se9 �1244 \\ - \ ___ \I ENGINEER:
�� �` -� (-' 11I 1 I ) KENT E.BARNEY,PE
`•`• \� / / m W NG \ ------.21-- --- _�_-�_ -/S;_ Jr\ ) J ��� 1T;144// 1420 DOUBLE CREEK DRIVE
��� 5' \� 1!G-PROPERTE�TP� __ �L__ '_�- \ _ _ `-__,__- I i ` :�```N CARO'�':
s' �_ \\, G P ID 1 23975 PARK 50RRE�TO -- \ _``- ��_ `` - _ \ / / 5 oQ<t 6 s s/c!,. 336ISTI 5019 2702E
1
\ IPARA WHITE BRETT PREST /
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\ \ 5TE - - --- _- l' --w- l 2 n SEAL r DEVELOPER:
GALAB/4"sA3-G'A�302_ _ �-\ ;��,� �.A�• � ( =
C` ON _ :\:�� _ i� \, i = 19275 g G62 HOMES,INC.,
5892-12-1121 5010 WINDSBURY RIDGE RD s f �. 3401 Union&rove Rd,
GLEMMONS NG 71012 pc:r.:,:".
WINSTON-SALEM,NC 71171
JUSTPARCEL ID EXCAVATED OUTLET AREA CHART � E� s -104 5 NIFON6
PARCEL 11 0 ////llll 111\\����4/11/24 l04 562 5012
EMAIL:Justlnelycopropertles.com
r DRAINAGE EXCAVATED INLET AREA
AREA (DA X 35 CF/AC) EXCAVATED SIZE REQT7
• INITIAL EROSION GONTORL PLAN
#1 .78 AG x 35 GY/AG=71.3 GY 15'X 15'X 35'_1I51 GF 0- - - PROPERTY LINE
713 CY X 21 GF/GY=131 CF 10' CONTOUR PEPPERTREE LOTS -f-IO, 67-14
#2 .8 AG x 35 GY/AG= 28.0 GY I5'X20'X28'=1HO GF -
28.0 CY X 21 GF/CY=156 CF - 2' CONTOUR TOWNSHIP COUNTY STATE DATE JOB NO.
WS/FC EROSION CONTR ICE #3 .8 AG x 35 GY/AG= 28.0 Cl' IS'X 20'X 2b'=WO CF --- LIMITS OF DISTURBANCE FORSYTH NG 8/3/2023
PLANS APPROVED FOR N UCTION
2HA GY X 21 GF/GY="156 CF 1-8/10/23 2-3/8/24 ADDED LOTS 61 4 14
#4 .46 AC x 35 CY/AG=lb.!Cl' - - DRAINAGE DELINEATION '3-4/8/24 REV LIMITS OF DISTURBANCE
This plan complies with Ch er ,Se n 4-Erosion Control 16.1 GY X 21 OF/CY=435 CF 13'X 13'X 2.8'=473 CF
of the Winston-Sale rs ounty fled Development SF TEMPORARY SEDIMENT FENCE 4-4/11/24 ADUtV CLEAN WATER,SILTFENCE AND CHECK DAMS
Ordinance. A printe of the p pproved plans must .68 AC x 35 CY/AC=23.8 CY IS X IS X 3'=615 OF
23.8 Cl'X 27 GF/GY=643 CF -(((((((((- TEMPORARY DIVERSION BERM Kent E. Barney, PE
be kept on the const on si e of ce when installing .15 AC x 35 GY/AG=26.2 CY l 1420 Double Greek Drive,Lewisville,NG 21023
required erosion con m ur 26.2 GY X 27 GF/GY=109 k)r��.i�]GF IS'X IS'X 32'=120 GF TEMPORARY SILT FENCE OUTLET Phone#[phone]
41 .49 AC"'35 GY/AC=I1.1 CY 13S'X 13S'X 2.6'=413 OF 0 TEMP PIPE INLET PROTECTION small:kentbarneyOlOgmall.com
11.1 GY X 21 CF/CY=461 CF 40 0 40 60 SHEET
#8 . x . 8'X 10'X IS'=120 CF LEGEND
matthewo /18/2024 3:51:31 PM 12 AG 35 GY/AG=42 GY 42 GY X 21 GF/GY=113 GF SCALE: I"=40' GI.I

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A A I i l r i A A o v 7 til .�.,.. z _i stone z.d t.a braes I.hnui not maximum
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i A % A I '�S'� r r�i/F IIY 111911 i S otlendm well-defined inecr;annel
V W.EVdGAB�7RU T / :r % I ( 19®N I II Ih i�97i d •r • proneup
� 4146 RA HI D,12 i � t l i `" ��t y� 9��� �II�I(�799Zi o'p 111�1�it p�7 i7. IIIII l It n ",t�����Ott-.. ^ aeo�eme an max ch tailwater
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VA � �\ MARY� /�S � MAR�ARET,Jx 6� 1 _ 11 s /HIIP u!i� °iliu Y�lha 3� Ili 1 Ih tS� } tenor mmmempoechanne
ILROY GA 95020 1 "I Bv. I� - E J
PEPPEf2TRE,E RD ��� /' .,Ec, i 1 illy �Y/_k �w.wi �� r
\ t \P,�RGEL ID r 83 PEPPER Rd 506 TREE RD "" p9 rn-..Igr,G-11.44air nuuuHHlnanppi 1 qi,r�, °� h n
�� A GLEMmoN,,"NG 21012 NG 2701 r r '� V ( -_ �� .+•_ .. _ ���p q��y� �p�y 7 n�.'r i t 4.Afli blanket filter fabric
v� � � AV IA \ 2-6ee-486O I GLEMMONS NG r 0121 l PARCEL ID 9- ps 2i0A2 / I A Ill�pll�l�l� �11lII��AiRtlO��lll gl���'k` e s
•
\ \ PARCEL ID / a 5 ID zo „ o 200 500 toad ¢-. J s•.
PARCEL 1D'' GO NG ` ' a ty t ii ••• should be
installed between
�\ •`�. t \ , II ,5892-12-0=-• 5892�72-I r SB92-1� 129 �� AO� ..,. ALIGE JEN �\ ��� _ ( Discharge Yr`��w.is m asolroHntlat on
\ ` �\ / -' Dischar n
\� . \ n \ t i r PEPPER - _J
;) �\ \ \‘' ‘\ 1 \� \ ._ __ _ --__ ___ __ ___*___ ___ _ - i P ID / GLEMMONS NG O� \ ''1 r.
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i ( O7%- r not be extrapolated.
\ •� \ \r�` .Q L \ i I ) j PARCEL ID \ a aao,Dozen of owes protection nrmeclwa from a round m.mum....woaton '
1 \ ` 1 `� \ t i`' j \ ( 1 ( 5892-12-3188 n°'° cr..os uamem�l r
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��\, \� \ 'i 1 - SHULER RIGHARD A \ Outlet Diameter Discharge dso La w dmax thickness ripraP
0 \ ( I - A Pi NCDCT It sr,rur" t� iiirl
v�A `:�V` �`� \ ( ( I I) \) �e-. 5043 PE RTREE RD 1 I / Pe Aron V�lu i6 s Aa �niter
\ \\\ �`v \ \ ` / -6LEMMQNS NG 21012
�1 r \ ` \ \ 1 / �' C_a PARCEL-ID \ \ / OP) (cfs) (ft) (ft) (ft) (ft) (ft) Class blanket
\ �J\ `J �:"tib��:;`•- . \ a6 i \ RCP 15 i 0.20 8.0 9.3 D.3 0.5 A
\\�\ _- \ -\ Yr T ) ` ��.� 5 8 92-12-4743 806 \
\\�\`�` ��\�` `�`� 3 I �: \ N. ,) I - ----- `�-- \ 7 �2 a H,<e.< .P o ,o< om"aaw�c,-
OUTLET STABILIZATION
'`\�`-\ 1\���\ �\\ . \ -. \ \��ao �1- `` ep4- 5035E5GA DES ANN`�__ l\ (\ 7
-\\J�bi\l i C` `.�`•` \`•�, \ \. °p. �` PARGE�ID I 1\J
5892-12xi606
'''-,,,..\„, ` `� -17 /� � ��f� \� L NDSEY e Standards rsn h r
�A , J `""� % \ >e - •�. >y _-__�_` s D 1 Construct n
\ ` A / \ \\o q _ ,` \ .$027 F ++'I_IlTt�Rp I `� / Specification
h\ /(' /o s s� jy \\ ( �\ \_�\ j>_ ?'>4 % �� 7 GLEMMONS NG 21012 l % i
L�jL _ i PARCEL ID
\ ,` � %I l `T\�6- \__ _ aoo J.�` 5312-12-5650-,
Li) r ,� _ --,g / i
PORTION OF\--[ it e/ \`� © y: \\\• ��- ,\]9s / \ 7.\ ,\ 4` �,1 GALE ARTFAIR
� O �0 \� LPT-10 �\ .3 1 501 RTREE RD
\\ ��_ - SBy2.62c0496 \`\ ��'�, i% 4 0,`` ©:O ,\� \ _-- �1 S"-�` \ \ `�-_ 1 1 \\G N5 21012
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�'. �\ .�'.., .. 3% /, I\ \ References
\ , L` > ty 1. ® \ 88 _,,` \\ �11ppHN
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\ f1�', al Av` © v•_ / O >ab ' LAv'U4` oLERtMONs NC 21012
`; j'- l�s l \ I 1\ �� >- ` I s C`_ \ ��� lir r_ it 1.�0 �\ \ PARG€L ID
1 - I 7 r, _ >g ♦ Y \ •• it* \ �` \ 58I92-12 6465
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Jl d . \ _ �- - : - // \ OI TEMPORARY GONSTRUGTIO E
z 1 Q.�iy _ �saoo-- ------------ J_� L_ '� ® ENGINEER:
>-O 0 \ - �'�"-��-c - x' 2 LIMITS OF DISTURBANCE b BARNEY,
t -- ��p 11❑❑I/
yr _ \_ eon__y����� - \--- " -`\�:\�\ .----
(FIELD 15" STABILIZATION `JJ�q,�,°�°ss ROCi%�i KENO DOUBLE CREEK DRIVE
Q �gryPb
RGP DRIVEWAY PIPE W/OUTLET STABILIZ N
(FIELD DETERMINE DEPTH AND LOCATION) p:a o°^
O/ ♦ % /� \`-` \' -__l__ ___________- `� -�� � -I5'RCP DRIVEWAY PIPE INLET PROTECTION m =g T� �'y� 33615Tf SOl9G 21023
0
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,_,/ y�`�y'r{-' ,BROWN ANDREW J \' :' `` ���=__ ____ _ ` �.C-_ "� .\\ �. _ ®SILT FENCE OULET© _ in SEAL c�- ^� \ - 19275
�Q„�k'k-��` SIIO,WINDS9'�1RY RID6E-•� !� \ _ ---_,�;`— . --_/ ;' DEELOPER:
_
)I `. iGL.JrMMONS NG�27012 r Z - �______- ero-�_-=��� -\� � \��\ - 5O LINE DITCH WITH NA6 D75 © 'fz, tC G62 HOMES,INC.,
( i /PMGEL`412,, �NS�� - _ _ _ _ ^ - --� - - " �" //''>`tNj rn infP\\\\ 3409 Union&rove Rd,
` ;5892$2� 4 / V� O\'I+\\\\\ - � -`--- J� )' ©MAT SLOPES WITH NAB.Dl5 ,At t t 4/8/24 JUST NWINSTONIFON6 'NG 27127
Qf y0:^n
\ %'� ( 1't AMH NG PROPERTi€St�P __________ -� ` �� --� / O CONCRETE WASHOUT AREAiZh 104 562 5012
`� 1 - PARCEL IQ 239'IS PARK 50RRENTO - -__-_ - /---,\ EMAIL:Austin®lycopropertles.com
892_72-0250 1 STE 3� \ W 0 WII�SEUR'e IP-- __ __-_ —v- --- .\'. -. \ r
lJ \ `t G g5g5_GA 913 - O WINDSBURI'RID- -�_-� ,',' ,i = �> ) GLEMMONS-NG 21012\ `\
_ �PARGEL ID ,
_ _ -��� r \ cab PARCEL IreL �
Y —= 212=712T-,\ _se92-l2-II — -`J ;`� - - FINAL EROSION GONTORL PLAN
��/ . _ \, __ _ PROPERTY LINE
-- 10' CONTOUR PEFERTREE -1-IO, 6-1--14
2' CONTOUR TOWNSHIP COUNTY STATE DATE JOB NO.
---- LIMITS OF DISTURBANCE FORSYTH NG 8/3/2023
I-8/10/23
- - DRAINAGE ➢ELINEATION 2-3/8/24 ADDED LOTS bl S 14
SF TEMPORARY SEDIMENT FENCE 3-4/8/24 REV LIMITS OF DISTURBANCE
-(((((((((- TEMPORARY DIVERSION BERM Kent E. Barney, PE
1420 Double Creek Drive,Lewisville,NG 21023
TEMPORARY SILT FENCE OUTLET
Phone#338-5T-07.1
TEMP PIPE INLET PROTECTION email:kentbarney0I®gmall.com
40 0 40 80
LEGEND ET=E CI'CET
SCALE: I"=40' GI.2

1. Prior to the Contractor demobilizing from the site(at approximately 1 _ 25'MIN _
,0 CONSTRUCTION SEQUENCE 45 days prior to demobilization),the Financially Responsible Party OR 4x CIRCUMFERENCE OF LARGEST TIRE
IV (or their designee)will notify Joe Fogarty(City of Winston-Salem .. 4"MIN (Whichever Is Greater) EXISTING
Stormwater Engineer,336-141-6gb1)and the designated Erosion - - Table El0C 4"MIN PAVEMENT
I.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF Control Inspector of their anticipated date to leave the site.An Temporary seeming Seeding mixture
Recommendations for Fall Spedea Rate(Mame) tom+---
WINSTON-SALEM INSPECTIONS. on-site Inspection will be conducted prior to the leave date by FT.(gain) 120
c�`���>�Jj�4 ��tr�II��II��II��II��� . ����.p. ..
2.CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH Mr.Fogarty and the designated Erosion Control Inspector to make '� >,'it, ;e>�,�>.'Xr ��p'C T��`�'d d4�
A PRE-GONSTRIIGTION CONFERENCE AND If•Y..f"CGTION SCHEDULE. certain all action Items have been addressed by the Contractor. seaming sates iA-4, ;t\.�i >\ i i
Moomains-nail.u.Dec.15
6. Continue to maintain Erosion Control measures until vegetative cover coaslall=lainandaiedmo,x-Aaels-o�.ao EXISTING GROUND SIDE ELEVATION Flit
SELF INSPECTION--EFFECTIVE OCTOBER I,2010, PERSONS CONDUCTING LAND-DISTURBING has been established over all disturbed areas and site has been stabilized. sal amendments
ACTIVITIES,LARGER THAN ONE(I)ACRE,MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF Remove Erosion Control measures ONLY after final inspection and Follow soil tests or apply 2,0001macre ground agricultural limastane and /
THE PROJECT,AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILAW P approval by Inspector. to001bacre lo-lO-mfe0irae,.
FROM THE CITY OF WINSTON-SALEM INCFCGTIONS OFFICE.THE PHASFS ARE AS FOLLOWS. Mulch K 41
Apt*4.000 dame draw Anchor straw by tacking wily asphalt,netting, 25'MIN SILT FENCE, S
or mulch anchoringtool.A disk with blades set nearly straight can be OR CONSTRUCTION 2 1
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. EROSION CONTROL MAINTENANCE PLAN _used as a mesh anchoring tool. FENCE RETURNS EACH SIDE
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER maintenance _ - o H
I. Inspect all sedimentation and Erosion Control devices for stability and Repay and Mertilize damaged arena immediately.Topdness web 50 -( O 0,0 0,0 0,0 0,0 CAD
G. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS function each week and followingeach rainfall event. Iv acre of nitrogen in March.If t Is necessary to extend temporary cover o 0 0 0 0
e beyond June 15,oversized with 50 Kobe(Piedmont and Coastal EXISTINGTING
D.COMPLETION OF CONSTRUCTION OR DEVELOPMENT Plain)or Korean(Mountains)laspedeel an h in laze Fabmary or early Manor. PAVEMENT
E. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. 2. Remove slit/sediment from temporary devices when accumulated volume 4.
has reached 50%capacity. (' r' 1`&01&01NPCI
ace
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS: 3. Remove accumulated silt/sediment from behind temporary sediment fence GROUND
when depth exceeds approximately 0.5'.Repair and replace silt Fence as necessary. MISTING PLAN VIEW 3 99
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT 13 2"TO 3'CLEAN STONE a N
4. Seed and stabilize temporary diversion berms Immediately after construction
B. TEMPORARY SILT FENCING/DIVERSION BERMS including"clean"water diversion berms.Re-grade/repair berms as required. Table s.toa Seeding mixture CONSTRUCTION SPECIFICATIONS:
Temporary Seeming Species Rate(1macce) *STONE-USE COARSE AGGREGATE(2-3 INCH STONE)
C. SEED EMBANKMENTS AND DISTURBED ARFAC OF DEVICES(INCLUDING"CLEAN"WATER 5. Contractor shall appoint an on-site Inspector and maintain records of inspections Recommendations for Late Rye(grain) 120 a ��
DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND STABILIZATION CRITERIA In accordance with the provisions of the general NPDES Stormwater discharge permit Winter and Early Spring Annual lespebeaa(Kobe in LENGTH-AS EFFECTIVE,BUT NOT LESS THAN 100 FAT.
BELOW FOR MORE INFORMATION for construction activities. ,eremom and Coastal Plain *THICKNESS-NOT LESS THAN 6 INCHES.
Mountains) 50 *12 FT WIDTH BUT NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
D. INSTALL EXCAVATED SILT FENCE OUTLETS PER CHART ON GI2 omit annual Iespedeea when du,aibn of temporary cover is not to *WASHING-WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
Apply 4,000 lbs.agricultural limestone per ante. extend beyond June. ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON
4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.EARTHEN-MATERIAL STOCKPILES Apply 1,000 lbs.10-10-10 fertilizer per acre for grass seeding.
Lime and fertilizer are to be disked into the soil surface to a minimum depth of 4 inches. Seeding dates AN AREA STABALIZAED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND Mountains-Above 2500 feet Feb.15-May 15 TRAP OR SEDIMENT BASIN.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY
CLEARING AND DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR TOXIC Later winter-Early Spring Below 2500 feel Feb.1-May 1
WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAYFROM STORM DRAIN INLETS AND SURFACE WATERS A. Grass: Redman-Jan l-Marl STORM DRAIN,DITGH,OR WATERCOURSE THROUGH USE OF SAND BAGS,GRAVEL,BOARDS,
(UNLESS IT GAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN (I) Tall Fescue-1501bs.per acre. Coastal again-Dec t-Apr.15 OR OTHER APPROVED METHODS.
AREAS PROTECTED BY EROSION CONTROL MEASURES. B. Grass-Legume Mixture soil amendments *MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
(1) Tall Fesove-1001bs. Ins Sereeia Les edezi(scarified) lbs. Follow recommendations of sail tests o,apply 2,000 Iblacre ground
per acre p per acre. aenlalwnal limestone and 7so b/a=re lo-m-m mrlume,. TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE PLAN. ('-) Tel Fescue-1001bs.per acre plus Crown.emh-25 ros per acre. CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED,
Mulch WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED. Early Spring-Late Spring Applyaom lessens straw.Anchorsaaw by memo cosh asphalt netting,
A. Gras m anchoring toot.A s with bid es set nearly straight can be
6. ONCE BUILDING PADS ARE COMPLETED TRANSITION EROSION CONTROL MEASURES PER GI2 (1)s..Tau Fescue-1501bs.per or
as a mulch anchoring tool.w 0 R
Ti
ICGC MEASURES ARE TO BE MAINTAINED DURING HOUSE CONSTRUCTION. (2) TallFes ue-100lbs.per acre lug Weeping eovcgrass-515s per acre. Maintenance TEMPOARY CONSTRUCTI ON ENTRANCE/EXIT
B. Grass-Legume Mixture Rerediliar if growth is not fully adequate.Reseed,refedilize and mulch NOT TO SCALE
(1) Tall Fescue-1001bs.per acre plus Becalm Lespedezn(scarified)-601bs per acre. immetlietely hollowing etymon or other damage.
Sum
A. me Grass:
(1) Tall Fescue-150 lbs.per acre plus Weeping Lovegrass-5 lbs.per acre.
(2) Weeping Lovegrass-51bs.per acre plus Brownmp Millet(or Sorghum-Sudan Hybrids-501bs. Table 6.10b Seeding mixture
per acre. Temporary Seeding Species Rate(lb/acre) --
B. Grass-Legume Molars: Recommendations for Gelman millet 40 PROPOSED
-- -
(I) Weeping Lovegrass-5lbs.per acre plus Sereoia Lespedezn(scarigirs)-601bs per acre_ Summer -
UNDERGROUND
OUND
GROUND STABILIZATION CRITERIA summer-Easy winter In the Piedmont and Mountains,a small-stemoTed Sudangrass may be PIPE LINE ,-..-"...1..... 4f1
A. Grass: substituted at a rate of 50 lb/acre. `,t.
STABILIZATION (1) Tall Fescue-1so ins per acre. seeming sates p v
in CLASS B STONE 150/
SITE AREA STABILIZATION (2) Tall Fescue-1001bs-per acre plus Annual Ryegrain-251bs.per acre. Mountains-May l5-Aug.15 S
DESCRIPTION TIMEFRAME TIMEFRAME B. Grass-Legume Mixture: Piedmont-May l-Aug.15 ill
EXCEPTIONS (I) Tall Fescue-100 lbs.per acre plus Sereoia Lespedezn(unscarified)-60 lbs.per acre. Coastal Plain-Apr.15-Aug.15
(2) Tall Fescue-1001bs.per acre plus Crownvetch-251bs.per acre.
PERIMETER DIKES,SHALES, 1 DAYS NONE (3) Tall Fescue-75 lbs.per acre plus Annual Ryegrain-25 lbs.per acre plus Sereoia Lespedezn Soil amendments `a
DITCHES,4 SLOPES (unscarified)-601bs.per acre. Follow recommendations of soil fasts or apply 2000 blears ground
agricultural limestone and 750 la/acre 10-10-10Teddiesr. ISOMETRIC VIEW
After seeding,the area is to be rolled or cultipuoked to insure that the seed is pressed into contact with soil
SLOPES STEEPR THAN 3:1 1 DAYS IF SLOPES ARE 10'OR LESS IN surface.All seeded areas are to be mulched with straw mulch at the rate of 3,000 lbs.per acre.(appx.100 Mulch
hales per acre..) Appiy4,000 lb/acre straw.Anchor straw by tacking with asphalt netting,
LENGTH 6 ARE NOT Si ttYtKa mulch anchoring tool.Adisk with blades set nary straight can be �I I�
THAN 2:1,14 DAYS ALLOWED Apply asphalt emulsion to the straw mulch et the rate of 150 gallons par acre. ored as a mulch anchoring toot v MIN. I NATURAL GROUND
Maintenance k)y B
SLOPES 3:1 OR FLATTER 14 DAYS 1 DAYS FOR SLOPES>50 FEET The above seeding recommendations and rates have been prepared for selection of a vegetasve cover suitable f'-0'THICK w MIN.
IN LENGTH. for sod erosion control in the Greensboro area. Rafertilize it growth is not fully adequate.Reseed,refert0izs and mulch --
immediately(diowetg erosion w other damage.
d5Z STONE w * CLASS B STONE
Area sod types,climatic conditions,seed availability and individual plant characteristics are all taken into '
4i�:S `'.T DITCH
ALL OTHER AREAS WITH 14 DAYS NONE account in the above recommendations Duero density,uniform*:and textural quality reasons,the above FLON k � E O pOOCP 0a0o INVERT/
SLOPES 4:1 OR FLATTER selections arc not recommended for lawn area use. Q TEMPORARY 1 I / �`" I"*a� , onOO'ro `'± coo l
PERMANENT 15,SEEDING SPECIFICATIONS I 1
all SEEDING SPECIFICATIONS `OPTIONAL TYPE B/T
SILT BASIN(SEE
CONCRETE wnsxO l;T w::xxxucxu NCOOT DON 1630.02)
CONCRETEBACKFILL MIN.6'THICK- STEEL SUPPORT POST W/ 4+M>tir , t TYPICAL LONGITUDINAL SECTION
rsa
LAYER OF GRAVEL FILTER FABRIC E �.- '014 r v z"_ ._ � neaw,pn""
MINEIllinglii
l4 HOG WIRE ( f - ±._ "neletew"mho",atmmnta mamdDama.boraOrheiDwgrademeDnmmwtmmewaate WITH LINER, NO GRAVEL APPROACH
r water am NATURAL GROUND CLASS B STONE
i ''"^q*'" C ONSITE CONCRETE WASHOUT
G` '' a STRUCTURE WITH LINER
tY. PR Arco. a 5$F F'+ gr+w +.+��`q2'£ { The concrete washout armature may include construe.devices above or below ground enclosures and"r , MIN.
.- S„=y • e p .L 1r, commeR eaevrces s specifically p concrete wince wino. '°^mx •
KEY STONE-,� /
III I :r> { Mete,. INTO BANK DITCH
t t'41=FI {{ 1 t1 �. # t,1:4' item Sees �A\/v/o°/a"sr Y", , �.
I I ITITI I � ,{ I { _ {{{{{ : m e 1aa-, - o d pit
Mire'ma e °
II,1.,.. . °^" :I { ' 11=4. Salty Fence 0/ �0 TYPICAL CROSS SECTION
V-TRENCH "f' ;. . 0 0 0 0 0 �_.''. NOTES:
Geomenebrane tam liner shall meet[Ire follow,mimmum physreal for lw
STEEL SUPPORT POST W/ rah rat proe`omemb.a"e�If -A PAVEMENT FOR THE DITCH CHECK WILL BE AT THE CONTRACT UNIT PRICE PER TON FOR STONE
� ''�� FILTER FABRIC 4 c (. FOR EROSION CONTROL. CLASS B. AND d57 STONE.
JII II I HOG WIC Construction 1,0,from s e of hank or Pereerval strum,other marque hotly, wnsxour t ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 1/4 ACRE WITHOUT
1$,1.2 - aare��rvoa i"'rvc o'iv°ci° oo m SECTION AA TYPE B BASIN/2 ACRES MAXIMUM)
1.
_ ••- 1 ,a,rem[o00rox oarme neo x r era Mil.
STABILIZE OVER FLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK GAMS.
ggR7 �,ayenbmm .ay.mmm.mm �w,mmeama,t. I e STONE CHECK DAM ENGINEER:
IIIIIII III II IIII rr �. ;&rho�aw�= can
"O ulll:�ll(-..- '4 n.a �. ,c' Puw aCONCaa.EWASHOUT S cx
��� II-II-III II II(=II II I + KENT E.BARNEY,PE
1 F'-4' I L 11,10 1 I 1 I 1 I a(- a coatm eo '111. and as directed if strecture is noe located in an area m eromon and cue ntmmn BELOW GRADE WASHOUT STRUCTUREGLEARVINVIKEDIMTHSIS enor NOTING DEVICE \\11111111/// 1420 DOUBLE CREEK DRIVE
III 1 1 11 1 III-11 I i a p?; 9 "'+w me Wit y ecmemtew "tares, \\\ ///
EXTENSION OF FABRIC AND 4 "°"" r `m personnel ;v>`,�N s s/�0�/� LEWISVILLE,NG 27023
WIRE INTO THE TRENCH ". The construction grade t structures can be o� ,a-„rvc �f{'vP.t O�ott / ,' 336-5TI-501q
arm rrww e p p en�mm. n nor n / _2 m SEAL o-7� DEVELOPER:
owrira
aoero nerd ewer ,, aoiaEsa a
Ahemate details for aee"mm0aatMg concrete wash for review and f <0>v v<0> a Ms) 19275 e g Union Grove Rd,
T. SES T FUER NE Ts Hit fgMi GUT HO 18 5,. appmvm. 0 0 0 a
SEDIMENT FENCE INSTALLATION o <12 <o> 4oh.Ne WINSTON-SALEM,NG 21121
I. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT .2• T aft 2' so-w,c WITH tif?Nc /s tAt: � � <0 one SECTION �,Xi/ \vim` .USTIN NIFONG
EXCEED I6 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY fT22 €YJ T+r TIPS SRTE.. waste /v v ✓v -J E• \\\
r" (5 feet ///fllllllt\U\8A0/2023 104 562 5012
m n m
w.mr wnhm amuruoramce mines miemu A-g
STRICTURE) lktiva'"FEET M w s" leer eu n beak tom" .,rber,u.raee warm v sarvD EMAIL:[e-mail]
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE ;3,; v�na sr�r.{'v`
4, AT Mk F NNT Tt6 Ro.. ARE ANTICSP. AND AT MS oa ,.se,wtioarory DETERMINED IX FIELD
2. CONSTRUCT THE FILTER FABRIC FENCE FROM A CONTINUOUS ROLL "Oi. ON OF THE - Maintenance Removal 2.'NEI:M..7E WASHOnrsmUCTbnES
GUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS s,... structure.top,.aa0unte holmna aeawrmms a'Mmmn wra"Soil.`�rvrv":"rv�ue1A0v�p°8ay.°a,H°r`arvh
Mwnrmn merenimres.REMOre rvrarvEowxxrrnEiouo
ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A .MUM -.OHMAGE MCA PEP -: ..one orlamcha xamo0a00 icpom ens connate and return esmmrurama MINIMUM
,soOnE.,Ca0r,ssrnrmo EROSION DETAILS
SUPPORT POST WITH OVERLAP TO THE NEXT POST. funetmom condition afrerreace,os,sa,capacity. I 12 INCHES OF FREEBOARD.
3. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH ' auwu.u.wuebuui'uauum,lu` cue dmmumuamu`an.`uo.. PLAN O'o000000a PEPERTREE '1-IO, 6-1-74
roan CiEAa.arwaa
Remove the concrete washout strecmms and sign upon pmieet completion.Grade me arm rvUCT DBCTURERE
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. mmedal to mat in,h the contours and permanently seed and mulch area ABOVE GRADE WASHOUT STRU
xOtroscrae TOWNSHIP COUNTY STATE DATE JOB NO.
4. WHEN A WIRE MESH SUPPORT FENCE 15 USED,SPACE POSTS A
FORSYTH NG H/3/2023
RE 6 FEET APART. SUPPORT POST SHOULD BE DRIVEN T 16 AG D t'E iKs: O gY .O .Y R ' ;;}({: epaid for per each enclosure installed m accordance with Me dtn those sea approved
sO,Fos 00sac000ttBN -6/10/23
SECURELY INTO THE GROUND A MINIMUM OF IS INCHES. • tpS N TF3.Y AMR USK et'gAt;tN tt 4y MOOmetalled..ls If v then use ear ummv
5. EXTRA STRENGTH FILTER FABRIC WITH 6 FOOT POST SPACING DOES - Temporary silt Fence will he measured and paid for in accordance with Article 1.-5 of me
NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER k' 4f.,L SE# .Y.- R ....: T GE`t? Standard syce acuroas.
FABRIC DIRECTLY TO THE POSTS. Numc9m® mam.I.,omcrnem.,orrorover e.ia.mon or swami,
3. ANACSASS
b. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 6 INCHES CF THE. " ANY ®E "" NO IN E, THE E.:sg,3: r nt will be made,order. Kent E. Barney, PE
DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE FENCE witruis MOVE,SHALT BE d f sto'TO TO ME MEW
BARRIER BACKFILL THE TRENCH WITH GRAVEL OR GLEAN COMPACTED D MDConcrete Washout Structure Each1420 Double Creek Drive,Lewisville,NC 21023
BACKFILL OVER THE FILTER FABRIC.
Phone#396-5TI-5079
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. small:kentbarneyOl®gmall.com
© SEDIMENT FENCE INSTALLATION SILT FENCE OUTLET © CONCRETE WASHOUT AREA 40 0 40
80 DICEY
® NOT TO SCALE NOT TO SCALE Ur SCALE: I"=40' G2

GROU-ND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. ...._ ?� X.
activity being considered compliant with the Ground Stabilization and Materials Handling ;j j; a i"�"-.I
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ■• W - ,I,r, j,�'��•i,j
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The „I I� n' a •Nj a.IMre ['ti �•�
project.
11 M �1 rpf■'I'i i H
permittee shall comply with the Erosion and Sediment Control plan approved by the 4‘•.••J� i r ,�.5 .;, � Sys
e.es 4. Collect all spent fluids,store in separate containers and properly dispose as "'�' �,±=r
ROCK PIPE INLET PROTECTION delegated authority having jurisdiction.All details and specifications shown on this sheet p p p p y p -•-� '""
)ibl waste .
(recycle
when posse
Der I ,-.m. may not apply depending on site conditions and the delegated authority having jurisdiction. hazardousoRwoD A rELL mna Wes.
5. Remove leaking vehicles and construction equipment from service until the problem :�•�.A
P m m has been corrected. �""""'""' 1 .�°'""�°'"'"
SECTIO- N E:GROUND STABILIZATION I I & 4f8F
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ice""""'"""'
co�a�o�swn ° - Required Ground Stabilization Timeframes BAR BAN
Practice W to a recycling or disposal center that handles these materials. MOWMOS mM ors lm..WILL .
Stabilize within thisMAW KM.MKS
Site Area Description many calendar Tlmeframe variations HELDV GRADE VAS sTcLEDAE ABOVE GRADE Vsw IT CTNPTIUF
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE llrR IErR
Pi D land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
coneme t (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 awayfrom storm drain inlets and surface
oes��nc I 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.
7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff
(HQW)Zones 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 thang 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 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
" °,==° °° e -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
.„,• -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
' 1 there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area.
p rY 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites.
p y 8. Install at least one sign directing concrete trucks to the washout within the project
V..;; surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
A• PORTABLE TOILETS
s' -t GROLND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately ora capacity to limit
�►?' 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
w 4 x " Stabil ze theground sufficientlyso that rain will not dislodge the soil. Use one of the
y 4 � g streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
t ,�� L.i techn ques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
t1, =sl•
srr. s, t ® ®ocie'hp 'k� m ,® m-® kf t m H on a gravel pad and surround with sand bags.
;, S •Temporary grass seed covered with straw or •Permanentgrass seed covered with straw or 2. Provide stakingor anchoringofportable toilets during10. At the completion of the concrete work,remove remaining leavings and dispose of
p y periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
wi.hout temporary grass seed •Hydroseeding with properly operating unit.
wk,... •Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
^� � •Plastic sheeting with mulch
1 I 1 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
4 •Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
(- R sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control products with grass seed available.
,., ._- 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
Pr • ""� "" 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated
`>'"" ""•"'""'""^'�"'tin0'°^°•^•°'°°•°"tea PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
sp,A^s'O° 1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging t 2. Place hazardous waste containers under cover or in secondary containment.
Stoeoffsite. - NORTH A OL(N baggeddirectly
s 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover €- 3. Do not store hazardous chemicals,drums or materials on the ground.
. m,',M�"'"" or surrounded by secondary containment structures. kl�' Environmental Quality
m � °
Ne, '•;� ,, 'a NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
ro UrSU'L A--Lm,.U-.-
,'' ems. COMPACTED h-NZA°-i ENO INEER:
SOIL KENT E.BARNEY,PE
". "°„-"'-^.'^^ , 1 w min © \ttlNllullTTr 1420 DOUBLE CREEK DRIVE
D NAG is MArnN6 \ /
PL /
♦ CA / ISVI E NG 27023
� F- R /
LEW LL
N� MIN. \ O
1 1 �`Q 6 s s !��': 336-STI-50'T9
'"^� :..I I.I Ili III fl l III I I I IJI I I I L III-i 11 1=. Z.'` t`d`,ii.Z 18'min i;lovi
c 0 °
T 111-111 � ` 5 2 n SEAL y� DEVELOPER:
19275 F = G62 HOMES,INC.,
,w s _ TYP.1 _ `. 4, e 3409 Union Grove Rd,
rTYP 'r'O KG WINSTON-SALEM,NG 21121
o-.va`�rsl us+,.-aRs. i� E \\♦�♦ JUSTIN NIFON6
CONSTRUCTION SPECIFICATIONS /r1Ian itilG' 8A0/2023 -104 562 5012
`"°" ^'*' CONSTRUCTION SPECIFICATIONS EMAIL:Justinolycopropertles.com
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OB✓EC TIONAL MATERIAL.
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS
AND OTHER OBJECTZONAL MATERIAL. 2.
ENSURE A T THE MINIMUM CONS UCTEO CROSS SECTION
MEETS ALL DESIGN REOUIREMENTS. EROSION DETAILS
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROS5 SECTION
MEETS ALL DESIGN REDUZREMENTS. 3. ENSURE THAT THE TOP OF THE BERM IS NOT LOWER AT ANY POINT
o ROCK PIPE INLET PROTECTION THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
3 THAN THE DESIGN ELEVATION PLUSMTHE SPECIFIED SETTLEMENT. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT PEPERTREE 1-0, 6-I-�4
TV MACHINE REGRADING AND CLEANOUT.
4. PROVIDE SUFFICIEN ANO LAROUND DIVERSIONS TO PERMIT 5.INSTALL NAG 75 MATTING AND SEED UPON INSTALLATION TOWNSHIP COUNTY STATE DATE JOB NO.
5. VEGETATE THE BERM IMMEDIATELY AFTER CONSTRUCTION,
FORSYTH NG 8/3/2023
UNLESS ZT MILL REMAIN IN PLACE LESS THAN 30 WORKING GAYS.
MAINTENANCE I-5/10/23
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY AND REPAIR THE DIVERSION BERM. CAREFULLY CHECK OUTLETS Kent E. Barney, PE
RAINFALL. IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FLOW AREA AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECT-
AND REPAIR THE DIVERSION BERM. CAREFULLY CHECK OUTLETS ED IS PERMANENTLY STABILIZED. REMOVE THE BERM AND THE
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECT- CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPRO- 1420 Double Creek Drive,Lewisville,NC 21023
CHANNELETO BLEND WITH THE NATURAL
GROUND LEVEL AND RO IS AND THE
P PRIATELY STABILIZE IT.
Phone A 336-51-7-5014
PRIA TELL STABILIZE IT.
email:kentbarney0l6:gmall.com
el TEMPORARY DIVERSION BERM Oh GLEAN WATER DIVERSION BERM I OIEET
liEY
40 0 40 80
SCALE: 1"=40' G3

PART III PART III PART III
Slope Installation SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SELF-INSPECTION,RECORDKEEPING AND REPORTING
on 3100100aoo,anan.ranswuma staple 0 a s a]ws 0110,a:a: .w ris e,mmanemon:„a.°nmh::roa:e e[n-
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.Occurrences that must be reported
below. When adverse weather or site conditions would cause the safety of the inspection 1.E&SC Plan Documentation Permittees shall report the following occurrences:
0.0
4 , .-y personnel to be in jeopardy,the inspection may be delayed until the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site. The
(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 approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner
..M performed upon the commencement of the next business day. Any time when inspections
described: (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
I . They are less than 25 gallons but cannot be cleaned up within 24 hours,
__ Item to Document Documentation Requirements
Frequency • They cause sheen on surface waters(regardless of volume),or
(a) Each E&SC Measure has been installed initial and date each E&SC Measure on a copy
Inspect (during normal inspection records must include:business hours) and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
__ locations,dimensions and relative elevations and sign an inspection report that lists each
.� (1)Raingauge Daily Dolly rainfall amounts
` I-I maintained in If no daily ran gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
u good working holiday periods, and no individual-day rainfall information is Plan.This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
Alt
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
maw)... attended days(and this wit 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.
eeded). Days on which no rainfall occurred shall be recorded as installation.
SLOPE INSTALLATION 5.21.5 "zero." The permittee may use another rain-monitoring device
approved bythe Division. (6) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
, p° non.,rs,.ur iawmna,a in,n�a, (2)E&SC At least o ce per 1. Identification of the measuresinspected, Plan or complete,date and sign an inspection
:Wz mart qm.BBre.'n Measures 7 calendar days2. Date and timeof the inspection,tely12n 130 Pm; R mlw.e p nw.„000100 aIS-R°p`m°'pp anv°w1t°apeM.- 24 ierf n, report to indicate completion of the
z,n_„o.n;arnecP,s,,,n�aansnnoi„n�Paoc: .'��:a.zstmlwm,P e:oanamsanma and within 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
m.D omn m o Awe ienEm::g °:v,n m m.i.a° a:i�Pa ,ba end- hours ofa rain 4. Indicatio of whether the measures wee operating
`` event21.0 inch in properly, (c) Ground cover is located and installed initial and date a copy of the approved E&SC environment.
24 hours 5. Description of maintenance needs for the measure,
�W�i3o�°,[:�rmuo),o°Re]v:'oa�k��1e ([I�iVls�miar[.�.•[���paF,=�wm•Imsr�w in accordance with the approved E&SC Plan or complete,date and sign an inspection
G. Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved
° �nMP ei w<o rs (3)Stormwater At least once 1. Identification of me discharge tfaus inspected, P P PP 2.Reporting Timeframes and Other Requirements
,,,0,ai.rw=nn,ta�,atna,maxans per ge ouground 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(SD0s) 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 t ormwater pollution such as oilthe appropriate Division regional office within the timeframes and in accordance with the
vents-1.0 inch in sheen,floatingsuspended solids or discoloration, requirements for at E&SC Measures other requirements listed below. Occurrences outside normal business hours mayalso be
or suspen have been performed. q
24 hours 5. Indication of visible sediment leaving the tine, reported to the Division's Emergency Response personnel at(800)662-7956,(800)
s. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300.
(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
North American Green site 7 calendar days of the following shall be made:
NORTH s401 tic Vmndel-cydmlada Rd. report to indicate the completion of the
AMERICAN Po:eyvme,Indiana 47633 and within 24 1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain the site limits, corrective action. Occurrence ReportingTimeframes(After Discovery)and Other Requirements
GREEN Tel.s66.nz.zc4o
>Fax [phone] 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.
w.nagreo,.com 24 hours 3. An explanation as to the actions taken to control future deposition ina • Within days,PONDS v7.0 releases. P a report that contains a description of the
2.Additional Documentation stream or wetland sediment and actions taken to address the cause of the deposition.
SLOPEANALYSIS (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a P
n addition to the E&SC Plan documents above,the following items shall be kept on the Division staff maywaive the requirement for written report on a
wetlands on3he 7wlendar days stream has visible increased turbidity from the construction re q P
or offsite and within 24 activity,then a record of the following shad be made:Can./ unites mates
site case-by-case basis.
er .. (where hours ofa rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • lithe stream is named on the NC 303(d)list as impaired for sediment-
Annual
Etlo accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional
"•ik°xFece` 24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit
tm Piope ergth 30m of this t. requirement not practical: monitoring,inspections or apply more stringent practices if staff
eimal•nyea •„�• permi determine that additional requirements are needed to assure compliance
PM Period a (I)Ground After each phase 1. The phase orgrading(installation of perimeter E&5C
nagmairspromn Owe stabilization or grading measures,clearing and grubbing,installation or storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions.
ecnac,.mmw:,l 2 measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification
andy s o 0 me, Loamactivity,construction or redevelopment,permanentrelease of shall include information about the date,time,nature,volume and
as � ground cover). (b) Records of inspections made during the previous 30 days. The permittee shall record
Reach 1 2. Documentation that the required ground stabilization the required observations on the Inspection Record Form provided by the Division orStart:Oft End:
hazardous location of the spill or release.
Vegetation Type:30
95% measures have been provided within the required ft a similar inspection form that includes all the required elements.Use of substances per Item
NadiaAStmre Amos ma tare ..e Nan sot toss sr amnia SUPS/arse timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 1161-(c)above
Dm o.z sax . OM In In o.o In d zs In >,B STABLE o soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible-
sT 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
BAP.Ver. O.J. 0.0In N/A In N/Aln 0.031n 5.159 STABLE
(di Unanticipated
(1*(3)] effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement.
(c) All data used to complete the Notice of Intent and older inspection records shall be (di unanticipated • Within 24 hours,an oral or electronic notification.
maintained for a period of three years after project completion and made available bypasses[40 CFR • Within 7 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.
A SLOPE PROTECTION (e)Noncompliance • Within 24 hours,an oral or electronic notification.
ur with the conditions • Within 7calendar days,a report that contains a description of the
NOT TO SCALE 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(1)(6).
• Division staff may waive the requirement for a written report on a
case-by-case basis.
EnvironmentalQttality
N� son:,n.t t
AMERK:AN �""�
GREEN 2 no na,.
Staple PattemD nB,,.2aN, NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE.. 04/01/19
4h(1.2ms4012 rolls
Install wring 3.4 sga.wire(4.1 staplesstapl 6-
in(15.2 tape l l may
e wire required
for to staples.
soil
Longer staples Larger may be r euircd roe loose soil
needed fo. oac gauge staples may be
RECPs for placing
staples/stakes at meta sofa.Seethe
�Ps biz Plaemg using me ENOINEER:
, spacing.
KENT E.BARNEY,PE
r� ;o N. tCAR°y, 1420 LEWISDV�E,NC 2702LE CREEK DRIVE
''• Q- f.s s/ !�: 33b-5TI-50'T9
t 3
1.PREPARE SOIL BEFORE o-sEcNG BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LAME,FERTILIZER,AND SEED. NOTE:WHEN USING CELL-0 SEED DO NOT SEED ` p
.i '' .n PREPARED AREA CELL-O-SEED MUST BE INSTALLED WRH PAPER SIDE DOWN. I! i y
t ✓ = a SEAL r- DEVELOPER:
t•1 L �i.�a 2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6'(15 CM DEEP X 6"(15 CM)) WIDE TRENCH WRH APPROXIMATELY 12-(30 CM)OF BLANKET{ t �` p EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF SYAPIEB/STAKES APPROXIMATELY 12' 30 CM)APART IN THE r - C62 HOMES,INC.,
J BOTTOM OF THE TRENCH. BACKFlLL AND COSOIL THE TRENCH AFTER STAPLING.APPLY SEED TO COMPACTED SOIL MID FOLD REMAINING 12 (30 CM)PORTION OF 3409 Union&rove Rd,
L V ••�•, BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12'(30 CM) f P
"• •• • ACROSS THE WIDTH OF THE BLANKET. pcl NeE,t✓'8 WINSTON-SALEM,NC 71171
rL 17':•ti'•)••1+'' "•'•'' ••••••••••••••• •�"�• - 3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WRH APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL i/T'°°' s\ JUSTIN NIFON6
• 7 E.
'-� ,' ?(I(`•� -may BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE /Y///111111111tV\b�/2023 -104 562 502
�.•� I'�))i WHEN USING THE DOT an I tie,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
•
,�1 - G .�.V 4.PLACE CONSECUTIVE BLANKETS END OVER END(SHINGLE STYLE)WRH A 4'-6'(10 CM-15 CM)OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4'(10 CM) EMAIL Justin®lycopropartlas.com
• I'•� :• • NV rr •• �` O APART AND 4'(10 CM)ON CENTER TO SECURE BLANKETS.
I'�,.:'}:':•i:':'}:':-::':'�% Oa 5.FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED Wmi A ROW OF STAPLES/STAKES APPROXIMATELY 12'(30 CM)APART IN A 6'(15 CM)
1\ " • -1 DEEP X 6'(15 CM)WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. EROSION DETAILS
'�'�'ea.e_ ry '.•.••••• 8.ADJACENT BUNKER MUST BE OVERLAPPED APPROXIMATELY 2'-5'(5 CM-12.5 CM)(DEPENDING ON BLANKET TYPE)AND STAPLED.
. ) n - i 7.IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9 M-12 M)INTERVALS. USE A DOUBLE ROW OF STAPLES
_ •_• _ © STAGGERED 4'(10 CM)APART AND 4'(10 CM)ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL PEPERTREE -f-IO, 67--f4
' '- 8.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STARES APPROXIMATELY 12-(30 CM)APART IN A 6'(15 CM)DEEP X 6-(15 CM)
WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
iR)));;::::cs:r • TOWNSHIP COUNTY STATE DATE JOB NO.
O
NOTE
C -E NOTE:
•IN LOOSE SOIL CONDITONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' 15 CM)MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
b 2023
A
FORSYTH NC, /3/
4aaa0c1.es>,
6B A
CCRmC POINfs •HORIZONTAL STAPLE SPACING SHOULD BE TEHED
E.... .�6_ A OVERLAPS AND SEAMSCRITICAL POINTS ALONG THE CHARNEL SURFACE CHANNEL\/.: � // C.SLAPEEL BOCESM/SIDE •IN LOOSE SOIH CGREATERS THE U(OF STAPLEA\ � - SLOPE VERTICES )OR STAKE LENGTIiS GREATER 7TiAH 6 15 cm MAV
Ile. _- BE NECESSARY TO PROPERLY ANCHOR THE BLANKEfS.«;; ':''a:F':F�+�Zo2.�T0�0 '•'•'•'•'•' Kent E. Barney, PE
1420 Double Creek Drive,Lewisville,NC 2/023
Phone#33b-5TI-5079
t CHANNEL PROTECTION email:kentt arneycNagmall.com
40 0 40 80
IV NOT TO SCALE 1=1 ICA ICET
SCALE: 1"=40' G4