NCC242686_Site Plan or Location Map_20240918

JJ \ \ \ \ \ \ \ \\\ \\ �- \ ' \\\\ �' -�;.-�� `� \ \\ \�\\`� _ PROPERTY INFORMATION: s. DcQ ❑
\\ I/ \ " ( \ 1 \ II \\ \ \ \ \ \ - \\\ \ \ \\\\ \ \\\\\\ �__-- _ _-,\�� \ _ \ -_______ ``.-i� \ \ \_�\\\\\\� PARCEL ID NUMBER:6920-79-5691.000 formerlyRUOnIH co Z N
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v v v I / / I v I 7 _-_ /'I FIRM LICENSE C-1891
/ / ///�// I I \ \ I I I \ \\ \\ \ \ l \ \ \ \ I I / l SITE WAS CLEARED WITHOUT AN APPROVED PLAN.
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/ // ./ ///1 / 1 1 I I 1 1 1 1 1 / / I I I I l l I 1 I A 11 /iA/// -----_--- _ �"// FERIN�a po,Nrv\ _ _ _____ ,ey��
/ PROPERTIES
I I / / / / 1 / / 1 / \ 1 / -- `---- EROSION CONTROL CONSTRUCTION SEQUENCE �'+:['G �:�
pu,r r pac�,o.exmae.wn / �� I I \ 1 \ / / / \ \ \ .. .:
_ z«,e"w / I / _ // ` / 1 I ! 1 1 /L �/// 868— — '�l S
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/ - ( l 1 / -___ - __- / / I I I I I I I / l l 1 I l \ \. \ l ��/ /// -_ - -- 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY
J -- I I I 1 j / _-- \ // / / / / l l I I 1 I I i I I / // / I ' _ \ \ \ OF WINSTON-SALEM INSPECTIONS.
/ \/ I 111\\�'qf�I I\ --- -- // / / // I I // l I I I I - // i _-- /870- / I // 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION
// J`\ / / I 1 I \ \l \\1 __ / / / / / I I / / / // I I / \ / / CONFERENCE AND INSPECTION SCHEDULE.
^��G Ij _- /J /�'"/\ / l I 1 I I 1 \I \ \ \\\`\\I\\- - '- _ '_- / / / / I / / / / / / / // I I 1 / \ / / /// / EFFECTIVE OCTOBER 1,2010,PERSONS CONDUCTING
y / I \ \ \\ _```_ / // / / / / I I I I I_1 ,"f ,. I SELF INSPECTION—
EFFECTIVE
\ �\ / I I I I I \ \\\ I\\\I I / ``_ _--� /- / /„. / / / / I / / l / / /I 1 / 1 0 \ \ \\ I / / / /////. LAND-DISTURBING ACTIVITIES,LARGER THAN ONE(1)ACRE,MUST INSPECT THEIR
\ / N / I 1 I 1 \ \\` \\ I - - ��/� / / / / / --\•1`\ \ \ \ / /// / PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION
�s O`! / / / \ \1 `_ i -___ L APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM
01 \ / ,/,
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© .- i- , , , .� I , �\ VA VAA111 A�11 ���
�/ / / / / / / 1 _� /// INSPECTIONS OFFICE.
xeicHrls� / / / // 1 1 I 1 1 1 1 \1\\ 1 1 ! / / /�/ /i/ / / I ���\ U \ //// THE PHASES ARE AS FOLLOWS:
//�� 0 / / / / / / I I I 1 \\\\\\ \1 1 I C -1-1,....'�// 4. / I }te r Z /////// 1 INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2�V // Dye N // / / d / i I I \I\ \\\\\\\\ \\ ----- / i //�-__�/ \ \ I \_I' m --- _ / � 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
/� \//' \ // 0 / / I I r I \ I\\\ \\I\ t'___ - / \ / - / //// 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
II `�� 1 96'12"RCP -1.58% / / 7' / / 1 1 \\ \\ __ -__ - _ //i - / 1 ( / _ - ///// // 4. INSTALLATION OF STORM DRAINAGE FACILITIES.
\ aR / \ / / I I 1\ \\\\ \\ \ !/ _ / , ❑ - ///
_ , ---- / / / / I I I 1 \\\\ \\`\ I ' //' ©� /�! ^ '/ //j//// 5 COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
/ Zl�� �y _�\ /� 1 I I I I I\ \\ \ \ I /// / / ( I _ / /// /// 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
TIT 'y / / I I I I I 1 1\\\I
\\II 1 i .. \ //// // ///j EROSION.
�' - I 1 III v vv v V`V // �;.'d5 - �I_ ,.. i / / Q
-\- \ i O / I 1 1 \\` \ 3840'36'RCP a 2.86% 8 _ / , / / /i///// Z
\ ( y C 1j E / / \\ \\, C 4%+ _\_ // 1 / 1' 1-1
/ //// / 3. CLEAR SITE ONLY A6 NECESSARY TO INSTALL INITIAL EROSION CONTROL ZLL
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- d �" SOF DISTUR v v A 1 I ,
/ONCE v �O / v / .� -
- A Q — — _ - t �\�N 1 LIMITS OF DISTURBANCE _ ,,� - __ ___
\ , �� �/ / /// MEASURES AS FOLLOWS: (� J
-' / Nili. //��/ / / CE/EXIT
B.TEMPORARY SEDIMENT BASINSA.TEMPORARY CONSTRUCTION .FOR SITESOVER ONE(1)ACRE,OUTLET
-- 1-� �- -_- - i - �I� // /!// / STRUCTURES[SKIMMERS] AT ONLY WITHDRAW WATER FROM THE LLB
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y a __ �_ -- - % / // // // .. ES[SKI RS1 THAT Q
_ \ Y _ _- _ �„—,,.--' (F xNL a ((f% _ / III 1 //, SURFACE OF THE BASIN,SHALL BE UTILILIZED.NO SEDIMENT TRAPS OR — a (�
\i f( \ \ \ L/LVJJ _- Ii�DR.AREA ////�
0 -�/( - _ - - - '--�- 1 \ o.e]AG Ifr
i / _ // /l//III/// \ ROCK DAMS ALLOWED. _
Jfy - F s'� '-` `_ =\ 1 !/ C.TEMPORARY DIVERSION BERMS
- - \_\ x / 1 / _` ® `_��/- O/ _ / i� l //'/\IID.TEMPORARY
NK SILT FENCINGIJJ IWQ.-- \ / I 1 - / ®/ I� III '/' ' - / O ^ //�� -l- -\ / / / 11` ` �////�/ /�/////\` SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN" (7OYp�p��� ` ..v / O,( IN- I1/_\\ \\ / I I I I 1 I I 11/ // / I / / / _ \� \ i%-� --, \ -"O / / ///��/�//lII111I WATER DIVERSION UPON COMPLETION OFCONSTRUCTION.SEE GROUND
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-- •1 �I"r ,.l / \i/ 7GN,)/�D.. /l / \\\\\ / / IiI111I11II(I �//' - / / /// / / C'- S /' ) /// /,----„, \ //////j/�I/I 1I I STABILIZATION CRTERIABELOW FOR MORE INFORMATION. _ J
\// /\/'/// ///\i \\\ / A2n IIIj1 1
1 111 /r / / / / \ \` _-_ -/ _ -- / �/ ///i111 4. BEGINCLEARING,GRUBBING,ANDSTRIPPINGRF SITE AS INFORMATION.
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��. I _ - / \\\-J/ \/ // p'1y/// / \\ - _- // sem LL I1 1 I\ -- / _- __-- __-__. %/ / \ ///// IIII! EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR U O =
e X / _ _ P Imm�1 V III 11 I I I I I / \ \ _ -\_ -,- -_- p� /-\ __ / / // III 1 REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND W
/ /' N///// /%A v / I 1 I I IIII\IA0AV ILA \\ A I A v v ` v -- - ( / / '- /��/,//i/////:/�IIIIII:I <
_/ / // I \'‘‘‘'..-_:)_------'\ I / I I 1 \\\ \ \‘‘‘
\ 8 \ K I �u� DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR IJJ
\ /• / /// tI / I I I I I j 1\\\\I \ \ \\ \ _ \\ V�\ \ `\` \ -- - --- 8- P / / / // /// /l 1 1 TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN J IX
//// �' /// y� I I \ __ I / 1 j I 1\\\ ` \\ IT \ \ \ \ - -- 1j // / l / / ///�/// 1111 11 INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER L- D
rFir=rowEry/ / �i/ /i/// //lI, /, / / �\� _ // / // I I II \\\\\\\\\ \ \\\ \� 3 \\ \�\\�\ _ __--; / //� _/_�_\_ �_ --ice//�/////�///?I I III III I
/ _ _ \''"-----_-_-_----_-_-___- ➢ ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY
_ __ / _ __ EROSION CONTROL MEASURES.
// / (,� �A _ / / / I I V 1 AA A8V A A\ --__-- _- / / / 1 II11 I
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\ \\ \ 11n \ - _-_ pp. - - //1 III 5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
/ / // //���// / / �\ - - • // I I / I I 1 I \ I \ \ \ m 11 \\\‘‘
\ I�__ _---- , / // _ __--_ _---- ---�//////j//\11 IIII 1 WITH THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL
p / / / / ��_ / ! I vV A / 1 v\v IA A A A __ // / //A 1
/ / _ / I MEASURES AS REQUIRED.
/ lI a`N/ �'�l / / yam— o- � ' -_7 /'� / / I !� I 1 I I 1 v\ vV A A 1 I `�\v V` `� ' ` . --- -- -_-'_��� � /I II I1 11�
I 1-/ // // / A . l ! I 1 I I A / A I A A A A \���� / / / / --- / // II 11 I
''y I//j / h--' ��� \\ / / /// l / I I \ I 1 1 / 1 I \ \ \ \ \ \ \ I - / / - /// /1 III I11 6.INSTALL STORM DRi•INACC CVCTCM AND UTILITIES.CTORM f'If INC CI TALL DC
CHANNELNORTH MERI RAN GREEN I 1 / // / -S'__-.N \ //// I 1 \\\\ 1 r \ - 1 .\ -- 'I/ f \ _- // / 1 1 I\ \1 1 {NQTAULD TO TI IC POINT WI ICRC IT CNTCRC CACI I DEVICE.COMPLETION Of rru.8) o ❑
CHANNEL • // \_- \• / I // / / I I I I / I \ \ \ \ \\ \ \ \\ • 1 / / \ \\1 -- ///�\I I1II \1 II WILLONLYOCALLOWEDECOC.ICCITEIIAOOLCDCCMCD.NDLC IDY NTIIC (Vo Y (v
DEPTH - / / / / / I I 1 I 1 \\ \ \\\\ / / / //!/ \ \ 1 -_ �/ 1I I1 1 \11 CR✓JION CONTROLINOf CCTOR.INOTALLfROTCCTION AROUND ALL INLCTO AO N
18. 1 ///// � v / / / I / / ; I ; ; I 1 I `\\VA\VA \\ 1\ \ '. / ,/',//// 1 \,v1 ,;I,I,A VV /;//I I,�1111111VAA1� _,..........•.•......_�..•.... cm
\ �Ojy� l / l / / I I \ \ \ \\ \\\\ \\ I / / / \ \\\\ \\\\ C_;�//I I\\�\\\\\\\ GROUND STABILIZATION CRITERIA p
1.CHANNEL LINING NAG 575 SHALL BE A STRAW BLANKET AS / / 1 / I \ \ \ \ _/ \ \\ ` \ ` \\\\ \ \ ` `
\ / / / I 1 \ \\� \\ \\ ,,____/ - \ \\ \\\\ \ \ \ \\\ \ SITE AREA STABILIZATION STABILIZATION
1 1 MANUFACTURED BY NORTH AMERICAN GREEN(OR EQUAL).LINING / / / / I / I / I \ \ \ \ -_ \ ` \ \III `` \�11 \ I\ \ DESCRIPTION TIMEFRAME TIMEFRAME
SHALL BEAMACHINE-PRODUCED MAT CONSISTING OF 100% O I / / / 1 / I I 1 \ \\ �\▪\\\ \ �Y- ---�\\ \ \ \1\ l) ! \ \�L� \
3 3 AGRICULTURAL STRAW.THE BLANKET SHALL BE A CONSISTENT y�/-- / / 1 I l \_ �� \ \_---_ __ '1
1 1 III IIII III 1 \ \1 RP EXCEPTIONS
THICKNESS WITH THE STRAW EVENLY DISTRIBUTED OVERTIRE / \ \ \ _ \\\ \ -F------ �� IIII 11\1 I11 I \ ` Z
ENTIRE AREA OF THE MAT.THE BLANKET SHALL BE COVERED ON \ / \ \ \ \ \ \� �-seoa8%D'=---- - \ \ \ PERIMETER DIKES,SWALES, 7DAV5 NONE f ¢] ❑
IF 2'-0" THE TOP SIDE WITH A LIGHTWEIGHT PHOTOXIMATEABLE \ / ` / "Ni\\\ \ \\ \ 5 \ \ I 1II \\II/t// / 1 \\ ` \` \\\ DTCHES,BSLOPES W Z y
POLYPROPYLENE NETTING WITH AN APPROXIMATE 1/2 INCH x 1/2 \ / _ 9°�x_ \ I \ IIII/!// / I \ ` \ \\ U Ill
MESH.THE BLANKET SHALL BE SEWN TOGETHER ON I.5INCH s/-AXLE \ \ \ \ - I I Ili, I)///I//////(1 1 \ \\\ \ \\ SLOPES STEEPER THAN 3,1 7DAYS IF SLOPES ARE 10'OR LESS IN O a W_ H
CENTERS WITH DEGRADABLE THREAD.WEIGHT SHALL BE 0.5 WSV. I \ \ \ \ \ \ 1 / //// t //�\ \\`\ K Q
\ \ I 1 I /11 \ 1 \ LENGTH BARE NOT STEEPER o_ ❑ ❑ ❑
WS/FC EROSION CONTR ICE v I A ` III/ / I I I ` v v v 1 THAN 2a,14 DAYS ALLOWED
TYPICA
NOT TO SCALE SECTION PLANS APPROVED FOR N UCTION I v 1 v _ vv vII / I / l / 111 i1I1,1v Iv' v v- I v'1 v'
�// � / / I I II ---__ // Cl:II I SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50 FEET
/ / I 1 I \ I IN LENGTH
This plan complies with Ch er ,Se n 4-Erosion Control I ALL OTHER AREAS WITH 14 DAYS NONE I-
of the Winston-Sale rs ounty fled Development SLOPES FLATTER THAN 4:1 r
Ordinance. A printe of the p pproved plans must 7.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER a
BUA CALCULATIONS p s
be kept on the const on si e of ce when installing EROSION CONTROL LEGEND&KEY NOTES HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN r j
required erosion con m r June17,2024 (6J(X=STD.PRACTICE,FROM NCEBSCMANUAL) STABILIZED. I) 5 O o
o OA TEMPORARY CONSTRUCTION ENTRANCE.(6.06) ,/Oj 8 3 L
�� ACRE
INSTALLATION
—eF—O EXISTING TEMPORARY SEDIMENT FENCE.(6.62) L'DETAIL TOTAL SITE AREA: 5,386,471 123.656
t '_ I IT 1 a- matthewo 8/21/2024 9:16:53 AM - "-0 EXISTING TEMPORARY SILT FENCE OUTLET. e, or -17 I III0= 1 II — I)i 0sm1 y m
II II I I ii II i EXISTING BUA T 1 O NEW TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH O
m CO =II=11-- 0 r•s^4� 0 ��x^s•• 2••s^�� ® ��2^s•• LINER.PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. 8 a
(slze.mr • (s-1z.s.mr (s-1z.s.m Is-,2.s.m1 BUILDING: 1,645 0.038 EROSION CONTROL MAINTENANCE PLAN
03.m) • • E 2-12-13
GRAVEL 2,712 0.062 O ROCK PIPE INLET PROTECTION.(8.55)
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND F N
IMill o, (am"1I (0'9m1 TOTAL: 4,3$7 0.100 OF PIPE OUTLET TO FLARED END SECTION WITH STABILIZATION.(6.41) FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. p /0 A
(Lam) • (1,am ADJUST SILT FENCE TO ENCOMPASS ANY DISTURBED AREAS AROUND n
0 4I 2'' ss' PERCENT BUA: 0.08% THE FLARED END. 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME o
AM 4'� If-II, (1m) (1mr HAS REACHED 50%CAPACITY Z
® (osmr STAPLE a m
•,1 I• • • OG NEW SILT FENCE J-HOOK TO BE INSTALLED BELOW STONE OUTLETS. 3 REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
II S=1f II P I .�g s 2w, PATTERNS EXISTING BUA TO BE REMOVED
6 0 II' L� (1m) 4 NORTHAMERICANGREEN 876 EROSION CONTROL BLANKET.SEE THIS WHEN NECESSARY.
EXCEEDS APPROXIMATELY 0.5.REPAIR AND REPLACE SILT FENCE AS
IcxxlNECESSARY.
• •• BUILDING: 0 0.000 O SHEET FOR DETAILS.
• ! rrr m ",k • 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CLEARING&
GRAVEL: 0 0.000 CONSTRUCTION INCLUDING'CLEAN.WATER DIVERSION BERMS.RE-GRADE/REPAIR
ce,Sp VD. t.15 Sdp ce o.VO. BERMS AS REQUIRED.
a 4 1 I5u5 ,L� II ru if TOTAL: 0 0.000 EROSION
;, _ Bm e: e, .5
�1,�IWIyI�Is- ..xE�°...aw,...e
y,,11 it If 9i =ff1„LF„Ll- :N1M1j°6vgy 7 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF
• 11II=1 D1✓1Il= B IIIIILL1=IIILL1=- `bpe INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
°'-I. °� "`ll L ,H llll ll mmma.ax _II— © -II- -II- —II— —_b� --=S PROPOSED BUA GRADING GENERAL NOTES STORMWATERDISCHARGEPERMITFORCONSTRUCTIONACTIVITIES L��OIL1zII ® •III III III III III III II-II--ilrlll III III III III II II (5-�2.Sen1 IE-�25em - - - , I�'123� FOO O 09(E.12'S5m,
BUILDING: 0 0.000 1.CUT SLOPESSHALLB OF3:1 NLESSO:1 UNLESS OTHERWISE SHOWN.FILL SLOPES CONTROL PLAN
.d„ m. (o.am) a, I (o.om) I (a.nm) (Es.m, SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE SHOWN.
c.Lwmm ma,A (1.zmr • �•1 9.zmr 11 QT-e O H nzmr C [)-},,-� O GRAVEL: 0 0.000
c.c.......,e rale.sim"vm moo„m.a,e,M m% °^xEo=xv=•^a 'a• IOlss'wsmrI
IH2e^(usml TOTAL: 0 0.000 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL EROSION CONTROL
mn.ce et.o�m I(osmr 1I • 0 II —C O 0 0 0) REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EROSION
a mA= ((') IZ2A��•1I Ha^(ss.m) FINAL DEVELOPMENT BUA CONTROL PLAN APPROVAL FOR OFF-SITE BORROW OR WASTE SOURCES. GRAPHIC SCALE SHEET
xmmre xmre er AB �cpc n m p,m.m ma,.I u, • I O • V I C O Q O J BUILDING: 1,645 0.038 4.TOTAL SITE AREA 23.51+/-ACRES. IOU 0 100 030 MO
NDR10 • c O O O D C O O O b D GRAVEL 2,712 0.062
�AMERKAN 5.TOTAL DISTURBED AREA=3.31a ACRES. ® `/^--1
cR xaN Pomm.,,a.m"a:;k;. Fw„�m,.,xlzm°m, a�a °�,o.n N."..°".". I - - - TOTAL: 4,357 0.100 V 1
c _ - _ J 0 0 0 0 0
"" vsaw•>per saro. as sway p•sD.ro. vs p a" avo. PERCENT BUA: 0.08% (IN FEET)
1 inch= 100 ft.