NCC240260_Site Plan or Location Map_20240129

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7 r, RD `V l ID00 / PARCEL IDC ♦ 11 VICINITY MAP
VCR, v� `V V '\ ` \5892-,2-0..s• �� ARCAel
; r( ;5892-,2-2'1?f9 G - /'
\.\ �\ \�,\ ` \\ `\ �� \ ) 1 I / Ji / / PARCEL ID �' \....„, \� {� �\ J NO SCALE
•
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\\ \"`�- �l )\` ) \ i' ` S / j�� •♦ �� SITE NARRATIVE:
\ __,,,,\\ \`\�\ �\`\\l \ �\ ___., (��\ ) �) 1 S - r'--�,\ e°a' ` ,.,\ 1`\ THE PURPOSE OF THIS PLAN SUBMITTAL
\ \\\•\, \\•l\\\ , � • ( ' \\_ ,Ix`` I 4 ( \ ( ' ' ) I\ ` / •� IS TO PROVIDE EROSION CONTROL FOR
rw ;\`�') \ ` I \ ♦ `'1- \ / ) % I MULTIPLE SINGLE FAMILY RESIDENTIAL HOUSES.
\ nc9N of. C{� 8
\� \ "2::-.1 \\ J \ ,2=25b4 ♦�+ "pYr(;`i., 1 \� O6) f�) 7_8'os GENERAL NOTES:
`\\ \\\t --„'` \ ``. ! , \ t+�C•,,kk�� S. `` ^Z I I ------- I \`\`� ���-,�", i �1 -DEVELOPER: G62 HOMES,INC.,
1 -_� \\' .\ \ \ \`\ ♦ \N \\\ \ "�1;C• ( O` a°x- kc�� U MARESCA D=r cAH ANN. �l �L _ ..� �D� -OWNER: HU��WESTBROOK PLAZA DR 3409 Union Grove Rd,
` \v . - ` V`' _ I .� _ //v��\ a- i'LI 1 LI. RD I 7Sit,\.\`\` _\\ \\\\ \`\` ``\\\,^ <. \ `\ \ '' 'LL'C-g, N °' i " `, CAM \ �` PARG:� ID 7I012 W NSTON SALEM NC 27103 JUSTIN NIFONG M,NG 71171
\- -���.\1 / V s ONS NG A-'
\ -'\ ~ \`\ \ \ ♦ j.. `• \ •` .\\`�x \�_,„ ' ---f`_- PARCEL ID 1' -PARCEL ADDRESS:6983 ORCHARD PATH DRIVE 104 562 5012
�, ``'� J o\'\i'�: c \'\� `\'\ \ •4 --/-- 5812-92-5806 , \5892-, -5650
`/ \� `/\ \ `` 1 % EMAIL:JustVeIycopropertles.com
� '� Jam) ; \ `\ �`l \\ \ `.> b0 AG `\ t� J -PARCEL 58.12-'12- 4,b84f-b��dQb
N'
\ ti / ti\ !' \ �\ :- "'� -\ �. 9a-' l / I ✓, 1, (LOTS TO BE PLATTED AS SHOWN)
\ `\ "-•\ \\ '�-_1--',/" 1 �.,.�A� \ \`\\'\` \`s �`, --,�f� \, 21' I* ` -ZONED:R59
\\ \\ ( ) ♦ (AA.
® \ 1\ \\ \ ,, >P. `.. o / 7 / , -TOPO FROM CITY/COUNTY AERIAL
\� \ ` J? \ �. V �� ��:-�__-_ I \ % / \ # �( -WATERSHED:WA
\ ` Al,
F \ �' ` L \ 4....
• b5 AG 'N i/ I i j ( EROSION CONTROL NOTES:
\ `\ \ n I , \ ``\ \\ \ T`6 ��� �` OOO / 1 I \ -TOTAL LOT AREA:*4.1 AG
\\ \ \\ \\ �`\ 1 ,m �) I ' ,r_
`mac �\ \I 7 t \\� 5 .. �-, `. ��� _f ✓ \\ // -TOTAL IMPERVIOUS AREA:±.10 AC(I,.I%)
'` '\ p/�p71 \ \ v '\m\ `.,f '\` _ -- �_\ \1 \,
1 I I\ \ ,�\ -TOTAL DISTURBED AREA:±25 AC
`\\\ \\ `-�_/'-"'TION-QF 1 I /_r \�` N.\`�"� o a /♦' �._�'30 AG. �♦ I ✓
•\ \ -AREA TO BE STABILIZED: ±1.8 AC
�� �\`�, \\ 5892-62-849$-� ^ `' /:. ® ��f�. `� �.�:,`�''.�"N �\y \\/♦� LPT�10 \ , �--�/ N. \79s `C�:\ `\ oa_. .,via AC ` \\ - \ ` -DSL NAME:PoP.PeE3
`. \ \ -------' `\ �_� %, r ` �\ �'-� Y� �9 -� \ \ -PERCENT SLOPE:2-45
\ \\ -_ \\ '�/ O 1`.t• / ~ \�'"\ I��.. ✓ 1'1''
\ ,/ \ -GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 15 DAYS FOLLOWING
'/ \\ C` • ♦� ,,,,,,e...4.4.440.\\•� `2 _-�"-J2 ;- / \ \ -� ✓ \ \ COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED
___ I - -( R 15 SHORTER)
\\ -., \� \ } 'tea �9� /i� \\ `\ \ ` ,• \\ \ LNG
v`� �` / 1J T A� AREAS WITHIN IS WORKING DAYS OR 90 CALENDAR DAY (WHICHEVER
\‘)AA" A," ����_ LOTIO A aOm 776-J a �, *� ( l V -� - A �` �` '� FOLLOWING COMPLETION FOR CONSTRUCTION OR DEVELOPMENT.
� ��• .,� k - ����!` \ 2\`f l>y ��\\ �� .� �'>se,��� `.� `\ ` \ \ \` IF THE SAME PERSON CONDUCTS THE LAND DISTURBING ACTIVITY AND ANY RELATED
\\\'--------,\\`_-`` ____,_,`��`�T J / / '"p '',... 1‘,.:' /``' �' _ �, \ \V \ \ BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE ACTIVITY SHALL
\___,-:'-- • _ `\ \ -_i _ ____ -�_> \ '�Tjy ="\`'` '_`/ ``x&a- 'tAT � >96-' ✓ \l \ \ CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE
\� \ '»a/ -_, -- �/ --_-��•. ,e>a6\ !�/�I l ,__�O{-----, ,�\ I ``\ \ ACTIVITY 15 REGULATED UNDER THE MINING ACT OF 1411,OR I5 A LANDFILL REGULATED
- \ \ ; /.40 AG 1 _ 99' ) \ BY THEDIVISION OF SOLID HASTE MANAGEMENT, IF THE LAND-DISTURBING ACTIVITY AND
'\ \`\ �� ?<< � tis�.6/�� �/v 1`- \ --_i'\ i \ '\ \\\ ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,
�-------,...:-----:1----,------,,,,,„.
�, �� _ _ \ \\\�� �-?��( - LOct.?...T OO� ��` --� � '-� t0` 1 _�_�t ( `� -
` � � >6_�- � `` � �y ,_ \� _ \--
y9°� � I •
l�\\ THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITIES.THE CONTRACTOR
l7r� l --- C C t - '-' -- -7a \ N SHALL NOTIFY THE NCDENR DIVISION OFFICE(336.111.4600)BEFORE ANY MATERIAL 15
\\_\�` �``./; > i • ` `� ���\ 'so`. 1 Z_,` P�..° �� © 780 \\ \ �,\ \\ON Ors � REMOVED FROM THE SITE TO ENSURE THAT MATERIAL 15 BEING TAKEN TO AN
- © �� APPROVED SITE AND/OR LANDFILL
RROORR��I
\ � � 5892�4 '�
i < 11 :ICY, Z` °'' �j `46-74 / ' 7. `��� l � l \\\ COORDINATES
_ � _ 2 � a s�
7 •r
1LOTl I, \,/ \ i \ Z 1 \ I` , \ ___- -1 \ 6. j76 4 -- ��'� --- LONGITUDE:-803620
8 / � I `� \ \\ LATITUDE: 36.0021
)I \ \ .) \l_-�-_ -� \I \ � N.a`T ,I�e��"_ 'i0-'4� �• `'r' `.\ 4 -A$S/• r' \ ' \
1, -_- __-_` / , -- �-: _ ,---4��/// �
`_ -_- _- , _-\\ l/ ( 1 _ `\ ♦ as ( / KEY NOTES
\z -_,____-_Y_- -_ \ - ___ 7ez"�1` �G(� , ��� -\� ( I I I I J(I)GLEAN WATER DIVERSION-LINE BERM WITH NAG 75© ®EXCAVAnV DROP INLET IN FRONT 0©
( ��1\\�\, . \� _ \ \•��` ����,___.� _ __-7aa--_ ---_tee _______ __ ` ` °i �\ PRIOR TO START OF GRADING OF SILT FENCE OUTLET ��
�``� \ �'. \\. \, '.C- 796- ?_�(, << 5892-,2 2257_--__ �� ) \ 1 \. 2 WATER DIVERSION-LINE BERM WITH NAG D15 q®EXCAVATED SILT FENCE OUTLET#1
` ) \ \ \ _ •
\ ` _____�_�_____ l '�__ - �) O PRIOR TO START OF GRADING
\ \ �, \ ,`.;.�'. ____--_.-7a8___- `-c: \�) ®EXCAVATED SILT FENCE OUTLET><2
SULLIVAN J05EPH FERRI$ \ \'.\ `� �`.__` __l7eo��_ ��____ `. T-,�-�_ O�^"_--____� _ _` \ 1 Q3 TEMPORARY CONSTRUCTION ENTRANCEEI
EXCAVATED SILT FENCE OUTLET#3
5130 WINDSBURY`�2IDLE IUD .., \ \ \ �_��-- ,--7s2"--_ -- .Et'� \ ----'_ ,
GLEMMONS NG 21d712 \ ` � ( �.-a )� /� / / ) o. ® LIMITS OF DISTURBANCE EXCAVATED SILT FENCE OUTLET*4
PARCEL ID i \\ �, -- \\\�`\\\�'� ;- --'�7e6___ �`� r--„ _ _��J i - _l / EXCAVATED SILT FENCE OUTLET#5
\ -,` \, _-_ - _ _ 50 DISTURBED AREA DRAINAGE DELINEATION
5092-62 ` � . _ _- - �- ``mac - - 1 \
\ �`�.`\`-�� - _: .,-lea-- _,_____ = --=-� \� 4 EXCAVATED SILT FENCE OUTLET*6
/ •L�DER LAUREN Nam. aoo-- _ --_- _ �\ © OFF-SITE DRAINAGE DELINEATION O
i/ .120 WINDSIB.RY RIDGE-• _ _ -- _ �` _- _ -___-___ _ Q
_ 1 J 7 -IS"RGP DRIVEWAY PIPE W/OUTLET STABILIZATION 1
\\,I "GCEMMONS NG 71012 _ _ � -aoz _ �__ _ --- _ __ • .\ '1 t.
\ ��� (FIELD DETERMINE DEPTH AND LOGATIOW e
(� 1 PARCEL IQ v �___- / I I -15"RCP DRIVEWAY PIPE INLET PROTECTION
i \ \ l ,•IIO WINDSBURY RID6�� __- - ;\J`_ -- '
-/ \`- '\ CLEMtr10NS.NG 21012 ',, 2 \ - �� / �_�--� �______= _��. `\\\�. \` - -'- „� i- -f/ O
1 @ alN-i -z<- `�` `-`_^ \ i
)I i'PARCEL ID i !��\9 `. -`_� \ �- ENGINEER:
1' i" �/ \ �h O \\ \\ �`---- /`�.--- -,-- _---_� \ � - -_-_ --'----` t-�-\' KENT E.BARNEY,PE
\tL / / ,,�,p W\ \ - _ _ _-_` \ -�'-'\__ _ J� \N11 UU4 1420 DOUBLE CREEK DRIVE
�N��_ `fi' \, `\__ _ .NC-PROPERYIESi V< - �\_ \� \ -�` _ - - J ;�o , CA, ",,♦ LEWISVILLE,NC 27023
\ %-\ G 'I 23975 PARK PTO ------___ �\ -- ' _ __ \`�. / / .Q- 68 s/c(,'. 336-5„-5079
Ppp,,��-EL ID - -. ` `__ - ____-_ � '" O of
`N ' r'-SBg2--f2-O 50 \ STE 300- ��- -- --- __- _-�__ '- '. ''----/ / \ i 3..• IP v
\\ GALABA-SAE-GAS302 \ --- ----'v- _ - ---;�� I = SEAL _ DEVELOPER:
1'ARGR ID NIHITE BRETT PRESTON - - n 19275 i ; C62 HOMES,INC.,
5010 WINDSBURY RIDGE RD 3409 Union Grove Rd,
5892-72-1127 f ,��r
CLEMMONS NG 27012 rocs NY `� WINSTON-SALEM,NC 71171
PARCEL ID '/ E' \�� JUSTIN NIFONG
5842-12-11.15 ,7'411111110'�8/10/2023 104 562 5012
EMAIL:JustinelycopropertIes.com
EXCAVATED OUTLET AREA Gi-fART INITIAL EROSION CONTORL PLAN
0 - - PROPERTY LINE
DRAINAGE EXCAVATED INLET AREA - PEPPERTREE LOTS 7-10, 68--I3
AREA (DA X 35 GF/AG) EXCAVATED SIZE REO'D --- 10' CONTOUR
2' CONTOUR TOWNSHIP COUNTY STATE DATE JOB NO.
WS/FC EROSION CONTR ICE u1 .4 AG x 35 GY/AG=1,5 GY X IS'X 3'=495 GF
I15 GY X 27 GF/GY=4/3 GF FORSYTH NG 8/3/2023
PLANS APPROVED FOR N UCTION .4 AG x 35 GY/AG= 315 GY ---- LIMITS OF DISTURBANCE
4215'X 20'X 3'=900 GF 1-8/10/23
31.5 CY X 27 GF/GY=851 GF - -'
This plan complies with Ch er Se n 4-Erosion Control - DRAINAGE DELINEATION
of the Winston-Sale rs ounty fied Development t3 .92 AG x 35 GY/AG= 32.2 GY 15'X 20'X 3'=900 GF SF TEMPORARY SEDIMENT FENCE
Ordinance. A prints of the p pproved plans must 32.2 GY X 27 GF/GY=8/0 CF
be kept on the const on si e of ce when installing p4 .43 AG x 35 GY/AG=15.4 CY
13'X 13'X 25'=423 GF -(((((((((- TEMPORARY DIVERSION BERM Kent E. Barney, PE
required erosion con m r 15.4 CY X 21 GF/GY=416 GF 1420 Double Greek Drive,Lewisville,NC 27023
.4 AG x 35 CY/AG=14 GY TEMPORARY SILT FENCE OUTLET Phone#336-STI-5079
M5 125'X 125'X 25'=3'40 CF
14 CY X 27 GF/CY=3/8 CF TEMP PIPE INLET PROTECTION small:kentbarneyOlOgmall.com
.4 AG x 35 GY/AG=14 GY 40 0 40 80
matthewo /18/2023 11:20:19 AM *6 14 GY X 21 GF/GY=378 GF 125'X 12.5'X 2.5'=390 GF LEGEND SHEET
SCALE: I"=40' G I.1

Outlet.Stabilization
N P yp �ryy
Outlet u IlnilghN YII: Ppe Cutletto Flal Area
PIPe I o°�la 90I��I�y�pa��11111 I N W II d r nea ch I
altimeter(0.,1 1 eo t IIi�IR 1 I J� fj ayS�
�a--+ r o.s �jIIP
I!1r
74 Pe
tas
•ii� I. \ ) 1 / / `-,, ) \ 'Him
- 11GS i1 I III 191 tllll �.--
�\l\ ) \ i \\ 1 \ \ / ! I i i i i �\ I.II:•.1�I IRtt"-4 il!/lillll 11..�791 i11� 1 NDII Odpld u " ,Filler r
v 1 I l \ '''••r P I Ie C r a Section AA maanel Notes
/ )1 J' i / i ') / f 1 f (�'v y k' -'y M �I I I�l�l I� iii��II��� 1/ '� p t.La e the length of me rnrap
VA ,a'''
v` i 'SIMGI MA ARET,J/ / o=I 1_�l �l.111ii lay "'``'' apron
I i ' / 1 ���p v B��II�•�ER 11 r a l I Fpe ont cna veil defined z.d is r m maximum
1 JAMBS yr' )� o1 ril .�.,.. z " t a ter but not iess
MARY SO TS PEPPERTREE RD�� 157 �nNNi i ?�!CI! 1 illl8i 1 is I"�l s
v I 506 PEPPERTREE RD � � �!/ - s
� I e3 PEPPER RD NG 21012 r J / I /` V ( p i mil =11i1•1�1 - -1 v .. i r fe• a.In a well-defined channel ex-
tend
v\ ' �V v �t vv j dLEMMONS NG 012 `�FI I GL ONS NG 210� -,ev g( -C�0A2 / I 17®N I II Ih LSi.Y. r r al/F IIa IIIIIII - �a S�.. thaapron npmenhannel
V`. A v / PARCEL ID' ,,d, �I�F�I�� 14, " p 7 A •ti- banks ro n elevation or s,
V`- '��PARCEL ID A I'9 I" a�i •'01 I/ I!/11e:151E23 IISI I �% a
Iv V A 'v Sea l2-I "� °It a r. R• C ahovetnemax mumta lwater
seat-i�i2a o5 - 1i rs' P'r �ioN1a■am"'-'-•-: t.•..;, \ yv� t, v �\ ) '�5e92-12-0 / t 5 .., ALIGE JENNE vv �v �� s �lsl1lo!'!�""u�Yli�lha 3 Ili i II � ��r;•E='.� } depm ormmemp onne hank
�` •V A v vv I �V ' i 1 J C� / ,��k �r.wit mrlmeiai r nuuu�lnnnppl 1 �'�-r r/ wh chever a lees
Vv `v . A A V / - :05 1'tF'YtKI'REE RD '�� _ �11tlWIIN�___._-._-. a".-c ��
/ vv , A ,V % PARC ID / _ �IW ..-'-r- - " 7 .0.r >/ a.A filter blanket or filter fabric
\ GL MMMONS NG 2701 k e 1 s .
\ , \\)) 1\ ' \ \ \`\ 1 z-\\ /t ( I \ / 56,12-Y2-07� l I1a�pll�l0� '���AiPtle����al�p � s L the
h np be installed ndatIon
`\ \ \ t\ \\ �'� \ \\ � U ��\ ) 1 ) S 1 PARCEL ID \ a s m ' zo so a zao sw MOO •ytret iT: ig merprapa�a soiroandat on
l \\�. \ \\ \ \ \ I \`-^j.__��/1 )( \ ` (\ ( / Sea2--12-378b \�8\ Discharge(fts/sec)d sir ari;b•'
�` \\ �\ \\� \ \ \ % I( - \ 1` ) i /J ) - � SH)LER RICHARD A oe
''',)\`, :,\.\.\J\\` I \ `, % l>`\ �( // S (� 5043 PEPPERI REE RD i car esmar not be extrapolated.
•\;�� `J`-b J \Tt 15�4-\i�i �'1\ lbw / ap6 j ) / 2'1012 \\\\ ...Design of as cT..osapron NcooT I 11
\ _ - \ `l ( �` '_ / \ e BOea olProleeion ProtecYcn lramemundO oe Raa+:pw minimum yy
:l \ \ \ ON �� �y" Sea2-�2-414380 Fl ure Illl
\ \� -\ \ \\ - / `� \ o /.-�'��\_`�/ --_-_ `�__ _ `�� hi l l[— til,,I,11_I
� e \ Outlet Diameter Discharge d50 La W dmax thickness nprap Secto AA
��—�� \\ \ '\ �\\,n}�- , \ `` . __ ep'` -\MARES.:A DEBORAH ANN‘� In cfs . ft ft ft ft Class re�,a s.Pan v o<ma� om vaawcc�-menkel
— _ RCP 15 7 0.20 8.0 9-3 D.3 O S A
—� —� j-- �, , It q eoe 50S-5 PEPPERTREERD -
�� . �, ��1c. ' .� MFIO
- t r, \ / �\ �\�.\\\ \\. \ep0�-. __-` ----`'i ~�-- ' C PARGE C 7/012, i ®i OUTLET STABILIZATION e<t<ll
, / 9, ( \,. ,
\ :1/:‘..tv I \ \ > 9 / A ,6071,- PPERTREE
\ \ / Tj \\ ( �_\ , $ -- >9. /CLEMMONS NC 21012 PracticeStandards and sn fi"+,»:..
�J Aw ` \ / PA,RGEL ID
\ ,\ ?L��F 6 \ ,0��. eoo se42-12 seso\
1 Construct n
_— I r��V ,.A'O , 1 e' 0 .s� �.f �� \ �\ _v��- �> / V 't \ Speclflce[lon ,
Sb92TION OF
F6 -' I� >>? ©0 ' Q ^\ \ \, LOT 7 -� \�]96 _��,�\�, \ `\ �0a. )
''€) 4,-S:4741 eftecAks__-- ' -,$•.'. q,/ ‘\' ,,,, /" -- lit -3-79 > 17e..
\� `� >�^\ ,/ ttb. r.a l 'y �l OTC , . ,
A 1
_
—__-___, „,, ,,‘ --- ,,---_,,‘,;- , i , -----_,--„„,
� �S �R/ � L :S�� ` -LZ9T_ ��� (
7�_ . LOT ,I ,��,YSti�.� ® t ]ea I ` �
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962541
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\) \ -�i-S� _`�7 - --7 / 5e1-1:12-335i-_-- -/-''''' `J ' ) \, \
SULLIVAN JOSEPH FERRI� \ i_ z__-_ ``�� �L
5130 WINDSBURY RIDGE' \� -� _ _ - �]9a \ /_______ /
GLEMMONS NG 2'f012 l• \ � �• ��_ ♦ __
5e92-62-8496 \ -\ ----_ _ _ __
•LDFR LAI7REN N �_"`_- --= feoa---1- -_ -- ------ ---- --��\ / -'_-" KEY NOTES
512p WINDSBIIRY RIDGE __ -______ �J
GLEMMONS NG 2'1012 _ '�-__ --aoa_________ - `\
Q
�_ �' a6- --- _ '-- - _' I TEMPORARY CONSTRUCTION ENTRANCE
% Se92 6sLPt246 / _;;\`__%e � \ \ \ \' ® ENGINEER:
�' \ ,BROWN ANDREW J \' % Q -- _ `�_ 1/ _ _- _--'\ \\ -�,� Q LIMITS OF DISTURBANCE `\\\pnuul/bt/]
/ \ - '�� _- - _`_�___.�^ _ _ \\� \_, _ p CA O KENT E.BARNEY,PE
-- \ '51101VIINDSQIIRY RIDGE-+• L) -- -_ _�- -f- _-` _ ^`�\ - ® 15"RCP DRIVEWAY PIPE W/OUTLET STABILIZATION <�'�•�°^.., ��'
_ \ -`� - o' s s/ 1420 DOUBLE CREEK DRIVE
/ ) GL�MMONS N5\2"f012 i Z - \_____ aio_-- \ \ _ --= (FIELD DETERMINE DEPTH AND LOGATI TI e j p,a- o° LEWISVILLE,NC 21023
( \ _ -!P__ EL '� ___-_-'-------/-'--
_ _�\ - ' ��\ - _�__ -IS'RCP DRIVEWAY PIPE INLET PROTECTION _=�e� SreL 7 "' 336-STf-5019
\ ;' yW ®SILT FENCE OULET© 8 n 9275
\ 1
DEVELOPER:
\` :.\\ \)'I AMH NG PROPERTIC-BlP ----� �\ �-'�` _- �� / SQ LINE DITCH WITH NA6 D75 /�'4�4 °"a.'a.::$P�s�` 3409 ionS6rove Rd,
` PARGELYQ 1 239"IS PARK SORRENTO _ _- --- --____ --ti-- /- •'� I III i E, k�NN _
e92-12 025\O 1 STE 3�- WHYfE BRETTfRES - _ -_-�V- --- �= \ -� ©MAT SLOPES WITH NA6 D15 INIIII\\
\� N.
/_� ••7 -_ -\-------.-"--------.-----::,- \ /q \ JUST NONIFON6 'NC 27127
• O WINDSBURY �• ` �� ,\ ^ 8A0/2023
��\' \ '\ GALAl�A5A5-- 91302 GEMM0NS-7 C 21012\,, '--- �-_ ��\�\`---� \I O CONCRETE WASHOUT AREA © 104 562 5012
\ //PARCEL ID"- - \ _/
' ^���� i --`J PARCEL 1 -- � \ \\ I EMAIL:Justin®lycoproportles.com
r — se43 12=n2r J
1
seat-12-u ',,� 1
FINAL EROSION GONTORL PLAN
0— - - PROPERTY LINE
------ 10' CONTOUR PEFERTREE 7-IO,68--f3
2' CONTOUR TONNSHIP COUNTY STATE DATE JOB NO.
---- LIMITS OF DISTURBANCE FORSYIH NG 8/3/2023
1-5/10/23
- -'- DRAINAGE DELINEATION
SF TEMPORARY SEDIMENT FENCE
-(((((((((- TEMPORARY DIVERSION BERM Kent E. Barney, PE
1420 Double Greek Drive,Lewisville,NC 21023
TEMPORARY SILT FENCE OUTLET
Phone#336-5T1-501A
0
TEMP PIPE INLET PROTECTION email:kentbarneyOl®gmall.com
40 O 40 80
LEGEND ET=E C IEET
SCALE: I"=40' G1.2

1. Prior to the Contractor demobilizing from the site(at approximately 1 _ 25'MIN _
A% 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,336-141-69b1)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 seeding seeding meeure
Recommendations for Fall Species Rate(ftyaere) ,_+---
WINSTON-SALEM INSPECTIONS. on-site Inspection will be conducted prior to the leave date by Fye NHO 120 c c#10.Y.�Jj�4 ��tr�IIT�II��IIt all �� . ���..p. ..
2.CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH Mr.Fogarty and the designated Erosion Control Inspector to make "� >'it,, ;1>�,�>-s). 0,s C Z'N`,'� .*4
A PRE-CONSTRUCTION CONFERENCE AND If•Y..f"CGTION SCHEDULE. certain all action Items have been addressed by the Contractor. seeding sates V'1'01--\.�i *
MooMaNs-Aug.15•Dec 15
8. 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 teats or apply 2,0001b'ame ground agricultural limestone and /
THE PROJECT,AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILAW P approval by Inspector. 1.000lb/acre 10-l0-101e0irae,.
FROM THE CITY OF WINSTON-SALEM INCrtCTIONS OFFICE.THE PHASFS ARE AS FOLLOWS, Mulch 41
Apply d0co&acre strew.Anchor straw by Molars,wily asphalt,netting, 25'MIN SILT FENCE, GS'
or mulch anchoringtool.A disk with blaze 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 Repair and,efertilize damaged areas immediately.Topdness wan 50 -t 0 00 00 00 00 00
G. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS function each week and followingeach rainfall event. &acre of nitrogen in March.If t le necessary to extend temporary deer Cu Cu Cu Cu Cu
beyond June 15,overeeed with 50 blame Kobe(Pledmom and Goa4al EXISTING
D.COMPLETION OF CONSTRUCTION OR DEVELOPMENT Plain)or Korean(Mountains)lespedeza in laze Febmary or early Main,. PAVEMENT
E. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. 2. Remove slit/sediment from temporary devices when accumulated volume
has reached 50%capacity. (' r' 1`&01&01NPO
1 la
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 0 2"TO 3'CLEAN STONE -,2 14
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 SPEC I E I CAT I DNS:
Temporary Seeding Species Ram(lwaca) *STONE-USE COARSE AGGREGATE(2-3 INCH STONE)
C. SEED EMBANKMENTS AND DISTURBED ARFA9 OF DEVICES(INCLUDING"CLEAN"WATER 5. Contractor shall appoint an on-site Inspector and maintain records of Inspections Recommendations for Late Nye(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 lescebeza(Kobe in LENGTH-AS EFFECTIVE,BUT NOT LESS THAN 100 FAT.
BELOW FOR MORE INFORMATION for construction activities. ,eremnm and Coastal Plain *THICKNESS-NOT LESS THAN 8 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 Iespedeza 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 dine. 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-51TE FOR LATER DISTRIBUTION AND/OR REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND Mountains-Above 2500 feet Feb.1s-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: Piedmont-Jan(-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 Plain-Dec t-Apr.is 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) Tail Fesove-1001bs. Ins Sereoia Les edeza(scarified) lbs. Follow recommendations of sell 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. ('-) Teal Fescue-100)bs.per acre pluscrowneemh-25 roe 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 Apply a Goo meadow straw.Anmorstraw by tem.°cosh asphalt netting,
A. Gras m monng root.A s an merles set nearly straight can be
6. ONCE BUILDING PADS ARE COMPLETED TRANSITION EROSION CONTROL MEASURES PER GI2 (1)s..Tau Fescue-1501bs.per used as a mulch anchoring tool.w 0 R
Ti
ICCacre MEASURES ARE TO BE MAINTAINED DURING HOUSE CONSTRUCTION. (2) TallFes ue-100lbs.per lug Weeping eovcgrass-5lbs per acre. Maintenance TEMPOARY CONSTRUCTION ENTRANCE/EXIT
B. Grass-Legume Mixture Refertilize if growth is not fully adequate.Reseed,refertilize and mulch 4417 NOT TO SCALE
(1) Tall Fescue-1001bs.per acre plus Sereoia Lespedezn(scarified)-601bs per acre immediately mll=wing ereslon or other damage.
Sum
A. ma Grass:
(1) Tall Fescue-150 lbs.per acre plus Weeping Lovegrass-5 lbs.per acre.
(2) Weeping Lovegrass-51bs.per acre plus Br0wnmp Millet(or Sorghum-Sudan Hybrids-501bs. Table 6.10b Seeding mixture
per acre. Temporary Seeding Spoons Rate(ibterre)
B. Grass-Legume Molars: Recommendations for Gelman millet 40 -- -
(I) Weeping Lovegrass-51bs.per acre plus Sereoia Lespedezn(scarigirs)-601bs per acre_ Summer UNDEROEO -
UNDERGROUND
GROUND STABILIZATION CRITERIA summer-Eddy winter In the Piedmont and MoanMns,a small-stemma Sudangrass may be PIPE LINE �;;,S' 4f1
A. Grass: substituted at a rate of 50 lb/acre. `,t.
(1) Tall Fescue-150 Ibs per acre. Seeding dates pv
STABILIZATION
CLASS B STONE 50/"
SITE AREA STABILIZATION (2) Tall Fescue-10016s-per acre plus Annual Ryegrain-2516s.per acre. Mountains-h9ay 15-Aug.15 `u
DESCRIPTION TIMEFRAME TIMEFRAME B. Grass-Legume Mixture: Piedmont-May l-Aug.15 ill
EXCEPTIONS (I) Tall Fescue-100 lbs.per acre plus Secede 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,SWALES, 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 2,1300 Mays ground
agricultural limestone and 750 la/acre 10-10-10{eddiesr. ISOMETRIC VIEW
After seeding,the area is to be rolled or cvltipaoked 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 ttl�tKa mulch anchoring tool.A eisk wan blades set nearly 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,refert0iza and mulch --
immediately(diowelg 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
`'.T DITCH
ALL OTHER AREAS WITH 14 DAYS NONE account in the above recommendations Duero density,uniformity and textural quality reasons,the above FLOW ✓k � O p(Yl���a0o INVERT),,,,,
SLOPES 4:1 OR FLATTER selections arc not recommended for lawn area use. Q TEMPORARY 1 1 / �`" I"*a� , onOO'ro OCP`'± coo l
PERMANENT Mr SEEDING SPECIFICATIONS I 1
alk SEEDING SPECIFICATIONS `OPTIONAL TYPE B/T
SILT BASIN(SEE
CONCRETE wnsxOl;T xxxucxuw:: NCOOT DON 1630.02)
CONCRETEBACKFILL MIN.6'THICK- STEEL SUPPORT POST W/ 4+M>tir ,cat TYPICAL LONGITUDINAL SECTION
LAYER OF GRAVEL FILTER FABRIC E �.- 'qA r v z"
K4 HOG WIRE ( f MINIEllinglii- '._ "neletew"aho",atmmnreaaamdnema.boa.",be,owwaae,ernnmmwtmreawaate WITH LINER, NO GRAVEL APPROACH
r water and NATURAL GROUND CLASS B STONE
: ' q*'" ONSITE CONCRETE WASHOUT
yr e STRUCTURE WITH LINER
tY. PR Arco. a 5$ F'+ +� e { enclosures The concrete washout stnecture may include construe.devices above or below ground and"r , MIN.
L :' - S„, : e, e p „.L 1r• ,wq. commeR eaevrces s specifically p concrete wince wino. '°^pee, KEY STONE-��
III I :r> { G Mnm hta INTO BANK DITCH
I t o ** {{ 1 II # t,r#11 item Section ��v v/�/MOT' ,.
I I IT ITI III =' I { _ {{{{{ : ears 1aa-, - o 0' to qq
x= c„n
x
m. e °
71/1.111'241
II,1.,.. . °^" 'I { ' Salty Fence 0/ �0 TYPICAL CROSS SECTION
V-TRENCH "f' ;. . 0 0 0 0 0 ERA.;,.'. Nar6s
for lw
STEEL SUPPORT POST W/ eati ryt menebrane tam liner shall meet[Ire follow,mimmum physrealproe`omemb.a"e�n -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 e HOG WIC army aevcdo"nfna"ds illa., groundwater,50 feet from e of bank or eert:venal stream,other"m body,q water wnsxour t ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 1/4 ACRE WITHOUT
MEN t$,1.2 - aare��rvoo i"'rvc o'iv°ci° oo GE SECTION AA TYPE B BASIN(2 ACRES MAXIMUM)
grow
_ •- I N i tecruu 1ocnr o'oarmurvao nu Elan�Ila STABILIZE OVER FLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS.
g PBgRs7 adaenamm .ay.mma,.mm �,wmmedmad. I e STONE CHECK DAM ENGINEER:
IIIIIIIIIIIIIIIIII� andasame. re;&r mn�awrar, ca n
"O uli=111(-.e- ,,,,..,......:-.1.:„:„:„....a :* , auw a=nrveaa.Ew..s o rvc cx
��� II-II-III II II(=II II I + KENT E.BARNEY,PE
I F'-4' I L 11,10 1 I I 1 I I I aE- + .jta co.tm eo 'and as directed if stmeture is noe located in an area m eromon and sediment.mn BELOW GRADE WASHOUT STRUCTURE GLEARVINVIKEDIMTHSIo enor NOTING DEVICE \\111111i1t// 1420 DOUBLE CREEK DRIVE
III 1 1 11 1 III-11 I i a p?; 9 "'+w me Wit y econcretew "tares, \\\ //A
EXTENSION OF FABRIC AND 4 "°"" r `m personnel
;v>`,�N s s/�0�A� LEWISVILLE,NG 27023
WIRE INTO THE TRENCH ". The construction grade washout structures rani o� ,re-„rvc 23P�f{'vP.i O�ot� y ,' 336-5TI-5019
arm rrww e p p en�mm. n ore n i _..m SEAL o.7� DEVELOPER:
owrira
doero nerd chief ,, soiaEsa a
Ahemate details for aee"mm0aamn concrete wash for review and f <0>v v<0> § earl 19275 p}} y Union Grove Rd,
1. SEN T MER NE TO IN Fg24i NUT NO 18 5,. TNTET. y 0 0 § f
SEDIMENT FENCE INSTALLATION o <0> <0> 4g,Ne WINSTON-SALEM,NG 21121
1. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT .2- T aft 2' *Kt. TVENI. MT NO /s ce, net alternate <0 one SECTION �,XiI \vim` .USTIN NIFONG
EXCEED 18 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY : 7 ON T+r T?FS SRiE.. waste /v v ✓v -J E• \\\
en (5 feet //tfllllllt\U\8A0/2023 104 562 5012
m n m
coder wnhm amaceommce mom wroma 4-g
STRICTURE) lktiva'"FEET M w s" leereu n aauk tom" .nber,u.r.ee wamr v servo EMAIL:JustlnSlycopropertles.com
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE F. v�na sr�r.{'v`
4, AT MY FONT TE.D Ro.. ARE A#TMP. ANTI AT ME oa ,amuntioarory DETERMINED"rein
2. CONSTRUCT THE FILTER FABRIC FENCE FROM A CONTINUOUS ROLL "Oi. ON NE THE - Maintenance and Removal z.THE cnrvcnETEeVASHre,ramUcrunES
GUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS s,... structure.on,.aa0mtnnelmna aealrmm.ammo,. ttUES00_00 r 00a u01A0uot0ax°aHer`arvi
Mamrmn mereuimres.REMOre rvrarvEovmxs,aEiaUo
ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A .MUM -. -: frree"maoflzmceaf xam00a00 icpom ails conaatemarermn esmtcrurama MINIMUM
�,,o,00000r,esse0T0E EROSION DETAILS
SUPPORT POST WITH OVERLAP TO THE NEXT POST. funetmnm common aftermaenma esx,capacity. I 12Irv=xes orrREmo,Um.
3. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH ' `"mae,.wma"a,mta.m.1"` cue dmmn"m"'mu`an.`uo` PUN O'oa000000 PEPERTREE 1-10, 68--13
road raEAa.zrwaa
Remove the concrete washout stmetures and sign upon pmieet completion Grade me arm rvUCT CTUREoaw�ee.
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. mm in,edal to match the continua and permanently seed and mulch area ABOVE GRADE WASHOUT STRU
xorroscwe TOWNSHIP COUNTY STATE DATE JOB NO.
4. WHEN A WIRE MESH SUPPORT FENCE 15 USED,SPACE POSTS A
FORSYTH NG 8/3/2023
RE 8 FEET APART. SUPPORT POST SHOULD BE DRIVEN T FT:TER D 5'E iKs: O gY H EAR ' ;;}({: epaid for per each enclosure installed In accordance with Me dm those sea as sO,Foe 00sac000ttBN evee -8/10/23
SECURELY INTO THE GROUND A MINIMUM OF IS INCHES. • tpS PETTETTEELT N TF3.Y AMR UN et'gAt;tN ...Its Ly EOM metalled v °^ °" each approved
5. EXTRA STRENGTH FILTER FABRIC WITH 6 FOOT POST SPACING DOES - Temporary silt Fence will he measured and paid for in accordance with Amen Irms 5 of me
NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER k' 1-'ME NEW MALL TE:Ts Y.-. R ....: T GE`t? Standard syce acartms.
FABRIC DIRECTLY TO THE POSTS. No areuurement will be made Mr other Acme oriorover e.iaea,ou or swatmiiva.
NEDNENT DEPOSES EMOTE
WORT
b. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES 3 OF THE. . ANY ®E "" N9 IN E, THE REMENVE DtPlIbry REAM MU E.:sg,3: r nt will be made ender. Kent E. Barney, PE
DEEP ALONG THE PROPOSED LINE OF POSTS AND U- *", i,_... . NEMNE witruis MOVEN SHALL BE d' sto IV cawcaNtio INN MENG
ofmt,BARRIER BACKFILL THE TRENCH WITH GRAVEL OR GLEAN COMPACTED PnrivitD MDConcrete Washout Structure Each1420 Double Greek 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 GIICET
® NOT TO SCALE NOT TO SCALE Ur SCALE: I"=40' C2

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 H
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 WI w NM I"Mirdea.
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 HELLB GRADE VAS sTcucTA ABOVE GRAHE 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
- c°neww :`>'"" ""•"'""'""^'�"'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,GiR,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-a-m,.,-,
,'' 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
'"^� :..II.I Ili III fll III IIIIJIII I L III-i 11 1=. Z.'` t`d`,1•` 18'min i;lovi
c0 °
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:Justin®lycopropertles.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 PROTECTIONAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. PEPERTREE -1-IO, 68--13
3. ENSURE THAT THE TOP OF THE BERM TiIS NOT LOWER AT ANY POINT
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. A. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
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.ronswuma staple 0 a s a]ws 0110,a:a: .w ris e,mmanemon:„a.°onth::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 It 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
••,Mex„na.x 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.,rsr.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 (3)Stormwater At least once 1. Identification of me discharge tfaus inspected, P P PP 2.Reporting Timeframes and Other Requirements
,,,no 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(5130s) 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,floating suspended solids or discoloration, requirements for at E&SC Measures other requirements listed below. Occurrences outside normal business hours mayalso be
g or suspen have been performed. q
24 hours 5. Indication of visible sediment leaving the site, 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 s4Gt tic Vmndel-cydmlada Rd. report to indicate the completion of the
AMERICAN Po:eyvme,Indiana 47e33 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
oroffsite 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•,tyea •„�• permi determine that additional requirements are needed to assure compliance
PM Period a (I)Ground After each phase 1. The phase otgrading(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:95% measures have been provided within the required a similar inspection form that includes all the required elements.Use of substances per Item
Nadia AStm A re mos ma ..e Nan sot sr amnia s.ee/p, 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 ia
o.z sax a 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.V.a. 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,4h(1.2m NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE.. 04/01/19
s4012 rolls
Install wring 3.4 sga.wire U"0.shaped stapl staples s.
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°yA 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 ✓ Tr 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&r'ove 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 ale,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'•� :• • INNS" rr •• �4 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)
1S " • -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 7-I0, 68-13
' '- 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 _-
- •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>,
6BCCRmCA 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 a neycNagmall.com
40 0 40 80
IV NOT TO SCALE 1=1 ICA ICET
SCALE: 1"=40' G4