NCC232612_Site Plan or Location Map_20230830

•\ PROPERTY OWNER: s,.,T,.Q Eampm.ms",.�,..�V m....,.
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/ 7 T\ 1 // I \ \ \ \ \ \ 1 PIN N682427$165.000
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11 I I 1 I \ 1 ITAX BLOCK 381 LOT 105 1 I I H�EL W 14€LLER I \ 6 y Z N
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7 1 I I l DIRS9 \ \ \ \ \ 1598 WESTBROOK PLAZA DRIVE,SUITE 200 8 >
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m m / / / TAX BLO6)3819'LOT 10/5/ / I / I r1' I �322BB' - 836 1 I I I I / \I LPH W AIIMEDFORD \I \I Vs n.,r,..x.o."m.m, C) K O^ o,
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/ / / / / . •r �a I '*ONE�RS9 / / JEFF GUERNIER ❑ Q
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// 4 o L�YY / i T1c6LOCK2291 LOT 041 BPA 682 ] / II ^ 1 r1 / Y_\
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/ yH• , FLAG LE / Dly/V / / /j I \i /y 1 _//� // i--r-i - .. 103 S.
°" s FIRM LICENSE C-1891
/L T //// 4720 KESTER MILL ROAD
S OF TAX PIN:6�2427B3g7 / / / 4 / / / e / I / /
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�, "'r i�■�I��� - - I��1gl�i� �. - I NOT TO SCALE!oI / •�/ / / / ART A BpOFORD MEIRS \w e5� / _�� r ASURVEYOR: "€ I gS'L / G_AhALiiiii _ `�� �� ' - m ❑ 1 / /// 1 / / I PAIRC L K12291DI 411.0T0 2 \\ \ -
w _ I A)V ALLIED ASSOCIATES,PAm T BL CK p291OT 042B \ EAL �= o -_ -- --_ - I tY J - �� I I I 1 ONED R I \ \ \ EROSION CONTROL CONSTRUCTION SEQUENCE kl sv - -sr L -r 6• - ss(( sr-sr 8�-sF- - OI O �' �� - II ' SO{lD El�t I 1 \ \�.\ 4720 KESTER MILL ROAD 2-112-13 pLAN APPROVAL AND PERMIT FROM THE CITYw - w' € e DISTURBED LIMITS �1 ■ '� y / II1 ��■ i / o ( J, 0 �`.. : / ml I I I \ WINSTONSALEM,N.C.27103 I`, © III O /// I1 \L- rt OBTA N GRADING/EROSION CONTR � rAN�'€ \ 1 ,N I 1��❑ �� .' I ® ■� ■INF■ I��■� ❑ /I� �I I I-� I // //// / i 1 / I1 \ \ PHONE:(33fi)]fi5-23]] OF WINSTON-SALEM INSPECTIONS.OL -'t J�j`�,:`:
1 III■ ■ ' ■ ❑ ❑ E. ■ ■I \ €!• I '�/ i1 C I �RA7VCES F�.FAUS\ET �\ 2. CONTACT EROSION CONTROL INSPECTOR AND THE CITY OF WINSTON-SALEM FM"CP,•
I„I I PARCEL ID:6824-37-2208 1
85 I I �' 0/ / 'I 1 � !! / _ , 2 ( ,� I I I WOODS \ STORMWATER ENGINEER TO ESTABLISH A PRE-CONSTRUCTION CONFERENCE AND
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//f I /_O 1 I TAX BLOCK D 13 LOT043
III- II / I II�\ \ INSPECTION SCHEDULE.
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Iw I _J :UIL! 17 7111 •
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6-2---Er ► _ I I�� 0Wy�1 I?� n I / I I T I 4 11 • \ \ I1 SELF INSPECTION-EFFECTIVELARGER THAN
2010,PERSONS CONDUCTING
€ I V •I ,r / FF'= FFE= FFE-� 1 I5 "I('''''��� :Y© / //_ I 1 fr III "Ex1 b' \\I \ LAND-DISTURBING ACTIVITIES LARGER THAN ONE 1 ACRE,MUST INSPECT THEIR
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FFE= FFE= FFFI= FFE= FFER FFE FFE= : 838.33 r \I� �' Rw" IS I -I 1 I 1 1 1 11 1 \\ _ PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION
O 84810 846.1' •I 4 84233 - 842.33:40.33 840.33 .
I 850.10 850.10;,i 0, 0•• ���� �,�\� I.
[I ■■����I�\■■ I�,�� \ I� '^T l� I 3' I \ 1 - APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM
O / . ` ® •• m .� ��✓ \�, -� / 1 \ \\k IN WRITING ON APPROVE
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p 1 fit! II 1 �■IIf�04,var-� \- I ! 4� ' �' / / / eP 7°3048 E N87°30'48"�'• 12f
;ow I g5 � ___ _ .•:1�1� ..��:^`.• \ I�I / ❑ iM. 17 IRS , CONTROL MEASURES.
•�_- 0/!'PA
IL■� L STURBEe LIMIT• Q-I \ l�� sr "' 9='0 II`F /A' 12� \\\\ I\ I 1 7 �\ 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CON w J
/�� F f --- 14 \ 1 I \ 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
THE PHASES ARE AS FOLLOWS: U) Z
p - O /! ■► / \ sr Se s �� ® :: © /}�1p� _ THISBUFFERYARDAREA PLANTIN EQH EXISTING
\ 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
2N 1 a-1,�i Nat,-) :.� E \ \p I mO, dSA"��II `�- -- / H' / IN THIS AREA TO BE M ITH EXISTING2EE SAVE A A-22,500 SF \ \ 4 INSTALLATION OF STORM DRAINAGE FACILITIES O Q
I I! VEGETATION THIS AR HAS AEEN \ \ 5 COMPLETION OF CONSTRUCTION OR DEVELOPMENT J Z
II o m - a _ _ LQ ® / "(THIS AREABE LEFT 2H /// I _ _ 1' Z U I•yI ')NDETERMINEDTQCONTAIN 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAINO
I / A O q - I➢Y'N7 /' _ y/:lc1\ aI� / "UNDUCUMENTEDWAST MA RIAL"AND\ .UNDlSTU_RBED) EROSION. N n1 O �
OPER N W E NO LAND ISTUANCE\ _ L.1_
O % li' ® 0 elp� O €- _ `� / EXCAVATION OR GRA011 a IS ALLOWED. \ -___- 11 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL Q
a Y� / ADISTUR6 E •I� '03' / N68°26'19 / \ l/ // 7Y2"ElF M ASUTEMPOSRARV OCONSTRUCTION ENTRANCE/EXIT O Z V W U
_ '��-. - 711%7
,;, ©� I\ 28.79' /� �, _ DP \ // / B. TEMPORARY SEDIMENT BASINS.FOR SITES OVER ONE(1)ACRE,OUTLET rOJ W 2
I \ � IRS ) 259.9� STRUCTURES[SKIMMERS]TNAT ONLY WITNDRAW WATER FROM THE '^ 1-
3IIII 11 /1 I ❑ F I,o IJ _ .�i ®�_, � 8\- EIG SURFACE OF THE BASIN,SHALL BE UTILILIZED.NO SEDIMENT TRAPS OR v,_weIII IZu� © 'V//I�" , ROCK DAMS ALLOWED. Z WWI II 7�� FFEFFE= E_ ��! FE II I ,1 ' . ■ /II „ gq0840.5 : 838.55 Im 834.85 ` 1� �\ / C.TEMPORARY DIVERSION BERMS OZ 0 Z
0 ^ I --- .: � .� I ^ � d � / /// //// D.TEMPORARY SILT FENCING O Q _
€� � Illy �o�~I m Sp • - � �, �I -/_y5_ '. / : - = 1 \` 812`��' ?\\ \ // /// KEY NOTES SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN" 2 - = m12
■ �� r B NG TSA / / ���\`t t2 HISTORIC WAS"RESTRICTEDE D SPOSAL / WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION.SEE GROUND 2 v, W W
p7'p © \ O EXISTING SILT SACK INLET PROTECTION. STABILIZATION CRITERIA BELOW FOR MORE INFORMATION. O D In Q
..ao{ Ir
WI v � ! 1 / Q' / \ Q t i�I \ (ACCESS LIMITED TO O Et CO
M `/ ■ / iA �_ AUTHORIZED PERSON EL ONL 4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.
CO 3 ■ r,;;© I /ram 1.� ��■■ E C ❑ ❑u■ ■ I��y��■�I y� 1 \\ cn 1\ /\ `i (�B TEMPORARY SEDIMENT FENCE. /1 Z
W 1 ! 17 ❑ ❑ , �I a'WATER I EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR J
LU
Z
�■ 1 C TEMPORARY CONSTRUCTION ENTRANCE/EXIT.O O
€ �° !� E / 30.-.- - .�1� LA ( ^ a ELEv. I O LLJ F
REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
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'a 32 �P�7�I.. _!. 1 I 8I \ DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR
'•A'I,,4 /.. I 'AJ �g�-ss-.s - LET • 8 `f I-, _ ,�:- \ P _=B1.T `w."RI/ \o I !�D TEMPORARY WIRE AND STONE DROP INLET FILTER. TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN LL In
'p111j� I LL;Jill kil
/ -A oo / !dy \ t i N I y I I / / � m Kg? H.RO I(V'S�V \ INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER 0 Z Z
¢ �[ ■ 0 _ .,j 0 _ / `sales- 836 i:' sF� 83" - -- F I� �" -. \� °I t CO ym_ I 1 / / 1 JAN/CE H.ROB)NS OE TEMPORARY SILT FENCE STONE OUTLET. ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY
I ��1NM; I 0 � tO M 7s ^'- -„ _ /� IQyi Zn-�ft n 1/ EMILYHARMON EROSION CONTROL MEASURES. ❑
1 6 '� mi ana�r Pt O w .sd.�A iii •Oo J ■ j ❑■ ❑0 II- I^N T I t m I I O TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE ❑
01 m m I/ 1 MlC!IAEL HARMON F J
w�:r '� r� m ■ ■ L ❑� ■ ❑ ■ : /I Z"m x- / WOODS PARCEL ID: 24-37$151 WITH LINER.PROVIDE CLEARLY MARKED SIGNAGE 5. BEGIN SITE GRADING.MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
1 ] �I 64❑ , Rj � / Flop ■■sgr •• , /� ! * / "'/ ,m.T�>l� c>I I( 1t 1 _ \ NOTING DEVICE LOCATION. WITH THE MAINTENANCE PLAN.INSTALL ADDITIONAL EROSION CONTROL ❑
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Al ,
1 i' _ TAX BL CK 2 1 LO 046
' h ❑ I Cp I O I I I IN `-'�~ Z- 11// l\ zpNED RS9 MEASURES AS REQUIRED. CO
W B ! NG ! ITS _1 I A ry,, \ \\ \\ \ 6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.STORM PIPING SHALL BE
ses° LL O, z I 1 j �� <� I © �� B !I fG ITS I I I ti 1 m-° �i 12s22' v4^E)R INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE.COMPLETION OF PIPING
T(�8�4N^^$WW1 _0.
i 1. r L \ L- = WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE
lNjjTj7-837gQ� rt ILL m! ®� I _ FFE= I I FF - FFE_ - FFE- I =' p; _ �4 /. flr� \ _ GRADING AND EROSION CONTROL GENERAL NOTES EROSION CONTROL INSPECTOR.INSTALL PROTECTION AROUND ALL INLETS AS
Itlit _ FF FFE= r 83..20 '8:2.20' i 830.0 .p7"EIIP L\ 6 \
INV OUT=&?7.71' �� ®� 83�80 '`_ 83680 834.80 4 ' �`. i x � �L= I PRN O STORM DRAIN SYSTEM IS INSTALLED. N NIh
i '^ sF l ACYFENC 1. TOTAL SITE AREA=8.418 ACRES.
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,,��,� ,_', ; ■ .` L@RBI 832 11��-� 1 . ����, 820-y �r x� �-�iQW E \\\ GROUND STABILIZATION CRITERIA CO N
■ii■ ! t€ .© e.plx - '-� I x x\ \ 169.19'(TDTALf 2. TOTAL DISTURBED AREA=174,349 SF(4.003ACRES)TOTAL. o
❑ • O ,�. I `�I DSTf:1RBE 71MITS I O0 � ll 6'W000 317E AREA STABILIZATION STABILIZATION
! I I I E 0 •1 T I I PRIVACY FENCE DESCRIPTION TIMEFRAME TIMEFRAME iii
EXCEPTIONS
IJ� II �' FENCE CROSSESGINt
FLOW=B43.53' , - I• © F A O :Y PERIMETER DIKES,SWALES, 7 DAYS NONE - y
O O _ :O / / II / TREE SAVE AREA SUMMARY CALCULATIONS DITCHES,&SLOPES Z m m
�}1 I
INVOUR839.BB' % •• �� /Ica �O II / []
' 1❑ - / A V / // /� 0 / SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN W Z y
I i yO © A /O �O I L ,� ADDITIONS TO EXISTING DEVELOPMENT: LENGTH&ARE NOT STEEPER 0 Ill
/,�'�■17iI 7./ 8'/ N - THAN 2:1,14 DAYS ALLOWED 8 g W '-
I �' ■ I� yyy,, II"EN, / O O DIS URB L LIMIT• ®- \ TOTAL SITE SIZE(IN SQUARE FEET) 174,349 Q. O U O
2 GV �!,� ■I i l 4����. _ _ - l'E":'
4'CH IN CEDA�GROVE PARTNE S SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES,50 FEET
- - ���� .r I LINK E IN LENGTH
111011216V. O` ri �� :7�-•T 7 . �- T,:: J N y11iI11-- PARCEL ID:6824-36-2934
FLOW=&A7.d0' '�' `�� I'I■���� ® , �I '_ �//�( , , , [• 'p�, TOTAL SITE AREA EXCLUDED FROM TSA SQUARE FEET OF PROPOSED R.O.W.s 0 -
' - ® 1,. ©� �� ��� ������ INI j TAX BLOCK 2291 LOT 049
INV IN=439.BB' ;: C 7�r �ti4ai � 1 I � I� 11°! F I ZONED RM18 *SQUARE FEET OF EXISTING UTILITY EASEMENTS 0 ♦SQUARE FEET OF ALL OTHER AREAS WITH 14 DAYS NONE
_ FFE=' FFE- FFE- / "FE= FFE'= B D50 - EXISTING WATER BODIES AND STORMWATER PONDS 0 _ 0 SLOPES FLATTER THAN 4:1
INV OUT�39.B5' 1 O FF FFE 'FFE= FFE 1/�
83�/fi0 i 838.¢0 i 83860 838.0 8�`5/ 834.25 I�I 832.50- ' 830.50'
A"'- /-- QIN -'/ UWI - / /B -`J" ,• I--- ��,,,•�,/, ,.UIL /�� 1�►„ L III 7.UPON COMPLETION OF INSTALLATION OF THE STORMWATER MANAGEMENT SYSTEM
9' _ _ €I¢$T J - O:. y,l 'N., MINIMUM TREE SAVE AREA REQUIRED: X 10% 12% AND ONCE IT IS OPERATIONAL THE DESIGN ENGINEER OF RECORD MUST PREPARE
fmp 0 �1/�//' / TOP AD HE1248' AND SUBMIT A SET OF CERTIFIED AND SEALED HARD COPIES OF THE 00 i
FLOW-841.38' I I I / I© / I=Io IN-INV AD HE1199''3' AS-BUILT/RECORD PLANS AND CALCULATIONS TO THE CITY OF WINSTON-SALEM
INVIN=&?8.39' I \//INV OU7=871.99' TOTAL REQUIRED TREE SAVE AREA(IN SQUARE FEET):TOTAL SITE SIZE OR TOTAL STORMWATER ENGINEER FOR REVIEW AND INSPECTION.THIS SHOULD BE DONE a
INVOUT�.38.37' '• , / ■ ■ LIMITS OF LAND DISTURBANCE-EXCLUDED AREA x BEFORE THE CONTRACTOR LEAVES THE SITE SO THAT THE DESIGN ENGINEER, m m
�'" �,�\.EAR• ❑ ■��■�■■�■�■ �❑ I /■ ®❑�I�mIIJ�■ ■ O�❑ .■;r���`■ I�Q ■ ❑ „,1 •, I MINIMUM TSA 1��= 1],435 CONTRACTOR AND CITY OF WINSTON-SALEM STORMWATER ENGINEER CAN INSPECT 4 w
V THE SYSTEM TOGETHER AND THEREFORE SATISFY THE COWS STORMWATER >>
3 I
II ENGINEER THAT EVERYTHING IS INSTALLED AND FUNCTIONING AS PER THE APPROVED W
© 0 30
Y . � - ' TOP GRATE=81238' rc
!i - � � VAULT_IT I T AND PERMITTED DESIGN.IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR AND
/ �i �� ggg���I1 EXIS G = / INV IN 15,818.60'
f ,-- . 3' g. Y - N / RAIL FENCE ENGINEER KEEP PHOTOGRAPHIC RECORDS OF THE INSTALLATION OF ALL -
ARO,'r EASEM Ir. t C j x SOT BOXJkq.00' TREE STAND METHOD USED: o
Iv‘
/ MONUME 1 COMPONENTS OF THESE UNDERGROUND BMP'S SO THAT THEY CAN BE PRODUCED IF w
II EXIS _iNCRETE V 830 IJ'-ggpp1 X YES NO NECESSARY UPON REQUEST AND INCLUDED IN THE AS-BUILT RECORD SUBMITTAL.
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AHU 'ANMO UMENT ASPHALT i x �.I x O ,i ��A iI OHUX� OHU JHl
s-r €II
:I OF�U _ _____�i 'i0'°1 ElP HU x� /N BCEI�� M O
O� I i T 9 _ �. .,' .11 OHU O U - �\ TREE STAND BEING COVER
0,-,1,--.-i .Hg." y s sF ��s. sv s. -3r r„ . -V -. - �� z .i'-- =- ,.._s, _ • , B2' 0� S 9 _ LIST THE AREA OF EACH8 HAS BIEEN ESTABLISHED O ER ALL DISTURBED AREAS AND SI E HAS BEEN
s �J �_q
de, WV \.__`l:F 15"RCP W/FES`. •-'s DISSDR .LIMITS/V.53BGP--_Y - VJ2US5I, 825 M•'/'y+ -884 ---'- �IM SAVED: 22.500 STABILIZED.REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL 9
i 15 C J 8,7, 'a3$ _ ^wP 828- - E7 _.� TOP RlM=81603'
EP J - � INSPECTION AND APPROVAL BY INSPECTOR. 00
• ,1i�x BELLSOUTH TELEPHONE EASEMENT = s ---_ ----
l� V = TOP R/M=84079' N OB/971,PG.3619 "CH=451.70' / GRID COORO/NATES DESCRIBE EACH TREE STAND(AGE,HEALTH, EROSION CONTROL MAINTENANCE PLAN
J/ = G INV IN 157AJ=837.28' Si/AS CRFFK PARl(WA y -R=444094F-- /-f- - - M846,d34.7173 US FT SPECIES MIX): 2-12-f3 Z Q
m INV 15"(B}-337.28' E'1,61$010.3118 US FT MIX OF DECIDUOUS
•� INV our-8.3723' VAR/ABLEWIDTH PUBLIC R/GHT-OF-WAY ARC=4$1.73' AND EVERGREEN 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND
pt♦ GRASS MEDIAN VEGETATION FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
O4 ' __ .I` _ _ _ _
NCHMARK - - - - - 2. REMOVESILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME
"RIURGIO SPIKE IN = HAS REACHED 50,CAPACITY. EROSION
POW RPOLE" .(, 0I FLOW=839.97' •2J 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
ELEV=84.46'(AAVD88) /TOP R/M=84232'I INVOUT=8371T O TOTAL SQUARE FOOTAGE OF TREE STANDS BEING
SAVED TO SATISFY MINIMUM TSA: 22,500 WHEN DEPTHEXCEEDS APPROXIMATELY 0.5'.REPAIR AND REPLACE SILT FENCE AS
NECESSARY. CONTROL
@\ / FP d�/
O EP EP EP 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
WS/FC EROSION CONTR ICE BCONSTRUCTION ERMSASR QUREDUDING"CLEAN^wnTERDIVERSION BERMS.RE-GRADE/REPAIR PLAN
PLANS APPROVED FOR N UCTION TOTAL REQUIRED TSA(IN SQUARE FEET): 17.435 5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF
INSPECTIONS IN ACCORDANCE w:rH THE PROVISIONS OF THE GENERAL NPDES
This plan complies with Ch er ,Se n 4-Erosion Control TOTAL PROVIDEDTSA(IN SQUARE FEET): 22.500 STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. SHEET
of the Winston-Sale rs ounty fled Development GRAPHIC SCALE
Ordinance. A prince of the p pproved plans must a o 20 a m NO ClO
be kept on the const on si a of Ce when installing ' IV-I
required erosion con m ur
( IN FEET)
1 inch= 40 ft
kentw /11/2023 12:50:14 PM