NCC242241_Site Plan or Location Map_20240801

WS/FC EROSION CONTR ICE
PLANS APPROVED FOR N UCTION
This plan complies with Ch er ,Se n 4-Erosion Control
of the Winston-Sale rs ounty fied Development TEMPORARY SKIMMER SEDIMENT BASIN#1
Ordinance. A printe of the p pproved plans must Max.Disturbed Area= 1.83 Acres
be kept on the const on si a of ce when installing N/F Required Volume=3,296 cf `
required erosion con m r WILLIAM E.ANGEL 10'PUBLIC UTILITY EASEMENT I ----85x C0 cv
Q CONTOUR CONTOUR INCREMENTAL ACCUMUMULATED '4� Z N
DB 3350 PG 802 s
PB 41 PG 114-155 LOT 6 PER PB 41 PG 115 g `P,. w Z
I ELEVATION AREA VOLUME VOLUME 'Po
I PIN#:6856-96-3531 1 5, SITE p
/ ° - ZONED:LI \ __`�' / \ a' Xe4sz 1 //, ,I 859.0 3,1 3 2,874 2,874 9% y Si
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IPFi� 1 __ N 89 273T E 477.62' \\ X%\_\\\ / ap0 i _i I I I IPF. ,.B8o 5aas^E g 861.0 4,641 4,265 10,680 g
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v v / can V A v v I/ (T/� • g O z n S�\\\ ,, \0\ • % /-� ,\ I \ Volume Provided:3,300 et
02'SIDB-8t iEDING SETBACK�� \\� \ wl \\\ --��\// \ \, �\ `1\\ I At Elevation:859.20 N IY N
'i • ` --AA III V i - /' V A /„ 1 A A, �,I a W 0 rL
` �� VvV0 I1VAA v � � /v / A v �/V `v�v � vi/ \ 1 � - Max.Drainage Area(Acres).2.77 Acres w �d
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TREE SAVE AREA-8,989 SF -� -C 1 ��\ \ \\1\\`\\\ \ \ \ ` \% y�9 Z W N u)hT�
\\\.,9 e46' \ \ //�, ` \\�� 1, I Calculate Runoff:CI 5� $ H Z
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• A \9 OUvAI I V I / \5/ r V voa �" 'I =5.5 ,♦ - pZ o i A v1u�P 11 vv vv _ v\v v�vv`vvv /I i o(cfs1=7.6 Q ci v 2 Si li
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\ \ \ \ ; \` \ I I/ Surface Area:A=325 x O
1 Required Area 2,470 st
WOODED AREA \\ \ \\ `\ III\ \1I I quit
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/uW p16N��LIMrt • \ \q l`� \ \ // j1\ 'I\\ ; At Elevation 8590
US HIGHWAY 4.21
\\ \11 \I \ \ I X 660.7 \I Ny$2
III \ \\ W Desired Dewatering Tlme'2 days
•/ �, 1 H ce FIRM LICENSE C-1891
Skimmer eadGnorr
II u / ti DISTURBED \4 `I� 1 / Size (ft.)
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o /� �, iltvv v v / r X85aa 1 R� is 0.13 ® VICINITY MAP
• I I �� <r \�ylu(1 v I I 1 z.o an
I 1 I I / / / / /' �'\III \ \ \\ \ \ STORM PIPE - . ) 1"=1,000'
/ / / / / / / - 0 .-'ll \\1 \ \ \ \ \ „CROSSES LINE ""4- ) 2.5 0.21
/ 1 I I / / / / / 0 JR.AREA\\\I \ \ \ \ \ • I I e- ) `
/ a� / / // / / fs,600 SF \V Vv, v v vv v �, 3.0 0.25
/ I / - A vv vv v vv vv / I v- I c� I , Dewatering Flow Rate 04 Vol Provided/Dewatering Time).1,650 cf/day PROPERTY INFORMATION:
I / /y / / / / / / / ,-_ y, \� �_;b4B \ \ \ I - M I ,s2 Select See of Skimmer:3.0 PARCEL ID NUMBER:6868-983028.000
I /W 1 / / / / / / / / ti -���� \ \ ZONING LI
N/F I / I / I / - © i \ /_ \ / = I ¢ Cale_Orifice Demeter 120nches ACREAGE:5.64
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JIM TAYLOR& ml I / 1 C I / / I I i' / / / r' - ?\ \ I I J '-aD 1 I °;(N-.CARp4',..
• �'� Actual Orifice Diameter:1.00 inches
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___ `�/\ .�'./" r \ H- PROPERTY OWNER/DEVELOPER ��Q:'S$ /'
MARY TAYLOR II I 4 / 1 / .�; \ eN , O•EE /O.,/, %
DB 3394 PG 2013 ' n / I / ' _ \ 0 I Calculated Dewatering Time:2.88 days KSM PROPERTIES,LLC =.f0 .T r / I / 1 / / �� e EX.RIPRAP /i� ?,N:\\\ 0 1 = 2101 SUNNYSIDE AVENUE II-1WI'
C / OR.AREA / / / / / / �� / �� (TYP) \ ,�...I 5 Weir Length: L=OI C,.%Hi° ' FO. ri _
PIN#:6856-86-5054 - 18,500 sr I / / I / / l ,. 1 \ I a 9 ( 1 P:336.]246316 _ SEAL
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. / N/F J , H=0.50 ALLIED DESIGN INC. ',,v - IL _
i 1 J © 3 ` X&51.6 CLASS I SAS 4720 KESTER MILL ROAD t`s."
1 KSM PROPERTIES rL 11DL.12wxn D) _�,` 1 -y. y� '�;,kEyIN 0.
• / DB 3766 PG 4016
/ vR `/ Xa523 \\ I L=7.2 Use 8feet WINSTONSALEM,NC.27103
/ I I\ ��1 P:336.7652377 rrrirr
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PIN#:6856-96-3028 � � A
rs v O 1 I I\� ! MAGNETIC SM#iglL SET EROSION CONTROL LEGEND&KEY NOTES
/ \\y, BXX=STD.PRACTICE,FROM NC E85C
�� / \ / B A �r� i \\\C ELEV.=657.84 ( MANUAL)
' % X86 \ O NEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT. (6.06)
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1 / 1 / / `� as 1 \\
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/ 1" `I sy T.I I o�� O AREA :1,7 - - OB NEW TEMPORARY SEDIMENT FENCE. (6.62) W Z
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1 / / \ / \\J/ �' I I I LG'10 SF \\\ O TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION/OUTLET. U O
s°5 / // / \ / O \\ FOR DOUBLE ROW SILT FENCE INSTALLATION,BOTH ROWS SHALL TERMINATE AT EACH OUTLET AS INDICATED. ry
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/ \ \J/ \�' I _ _,_ \\ WHERE SHOWN,PROVIDE FOR EXCAVATED SEDIMENT STORAGE AT OUTLET. J 0
\ a \ J. /��2 )))) • 0 NEW TEMPORARY DIVERSION BERM.(6.20) 0
EE
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' / / 1 \� / ¢' $O 8J 88 ��o f.L -' O NEW DOUBLE ROW OF TEMPORARY SEDIMENT FENCE. W W d
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,�+ U OF NEW TEMPORARY SKIMMER SEDIMENT BASIN.THE INSIDE SLOPES OF THE SKIMMER SEDIMENT BASIN SHALL BE J Q' 0 O
/�z PV ' �' o "� 4° - j'03 STABILIZED WITH NORTH AMERICAN GREEN S75 EROSION CONTROL MATTING UPON COMPLETION OF CONSTRUCTION. w IX Z
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Z •a/,0 Q �1}1 \ ---_ '� 0 ` O� ciloy �a(L (8.89) d Q/ / Z �t� I \ \ • \ p��� Q I } a __ O NEW COIR,JUTE OR BURLAP BAFFLES (8.66) w }o LL0w / 1A.� - \ SKIMMER BAST 1 '-' � � yy�� D_y�qFE �" \ �> ! \--
Q e NEW TEMPORARY SKIMMER DEVICE TIED TO NEW STORM INLET. I- Q 5
N 1 1 3 ED AREA m -� DISTURB LIMITS \ SEE CHA' I�'�_1,,,,„ I A Q J CO
RBF IN • 333 �' 1 C+l TEMPORARY EMERGENCY SPILLWAY-UTILIZE NEW STORM INLET(SIZED FOR 25-YR EVENT). V)
IRON PIPE ' /q' .A v__ © 1 1© illI� 0 Y Cl- W
w \ \ ♦ ♦ I I - \ �' ICI 1 O NEW TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH LINER,PROVIDE CLEARLY MARKED SIGNAGE NOTING U 0 Z
BARB WIRE FENCE IN 0.17'FAST•A < F �i --, / X8733 \ � ♦ ♦ , ,; I� I• DEVICE LOCATION. IY
DISREPAIR OF LINE 4 � o x f� --, \ \ 0 iii a ' W
L. _ ,/ t �,` ,��' �' OK NEW CONCRETE FLARED END SECTION WITH RIPRAP OUTLET STABILIZATION.(6.41)
��' Ire" I O CLASS B RIPRAP TO THE BOTTOM OF THE BASIN.INSTALL FILTER FABRIC(MIRAFI 500 OR EQUAL)BETWEEN THE RIPRAP
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.r <(;I--�IA `' _ •PF AND SOIL FOUNDATION.
"----rr qh.. S 84'04'07"E 50 03'X 873.5 RBF EXISTING TREESNEGETATION TO BE REMOVED TO LIMITS OF NEW TREELINE.EXISTING TREE TO BE REMOVED TO THE
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ay (TIE) w I STUMP.NO STUMPS MAY BE REMOVED UNTIL THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED
Y ^� p S I BY EROSION CONTROL INSPECTOR.
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I STOBGAIN GRADING/EROSIONE 1 GN CONTDROLENCE PERMIT AND PLAN APPROVAL FROM THE CITY-COUNTY N r`
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- \ Xa]2.4 bkT(/R \ 1 INSPECTIONSDIVISION
O ` \ -�M/LS 2.CONTRACTOR IS REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT a-NOI)
\DR.AR. GRAVEL \ - - I FORM.ALL CONTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NEW NCG01 PERMIT. O Y
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I 1 <600 SF i W CCONTINUES 1 - w r m 17
OUTLET ON X872.4 TIDTY LOCATOR 3,CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRE-CONSTRUCTION
�_ \ \ 11 I I III I I qW C WOOD POST7 ABL TO T.- -- - b75 \ CONFERENCE AND AN INSPECTION SCHEDULE. W Z V'
\ 1 1 I I II / m ___ _qt '" - It _ 4.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL Si 23 0 0 O
„I\ \ 1 1 I I I 1I I,Iu _--------------- ` MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF INSPECTION FORM FOUND ON THE
ll` 1 1 I I 4 1$I \W - - e _ /"co SSM BASE
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�\ \ \ III / '.II a^i -8>s 1`? - �/ O X 874.8 BT4.A . / �A ( 1 COMPLETE INSPECTIONS FORMS SHALL BE KEPT ON SITE AND AVAILABLE FOR INSPECTION AT ALL
\ \ I I III / 1 1 j 874 J Y X e]a.9 ) -,_ ': I S-1' RSW,a]482 NAD 83(2011)0 ` i �I9 w - TIMES.IT IS RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX SELF-INSPECTIONS FOR
N/F v 1 1 a ////�//S f74.0 ����,� /ove5HP',���������//'L r A I ---
IN YN:865932.2] 1i STABILITY AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE
ANN VANHOY I / E.1,859499.59 I''_ _ "' PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EACH
DB 2384 PG 633 \ / ELEV:873.31 _ 1= RAINFALL EVENT OF GREATER THAN 0.5 INCH.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
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` I I� "I TO MAINTAIN MEASURES AS DESIGNED.ALL EROSION AND SEDIMENTATION CONTROL MEASURES w
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PIN#:6856-85-7318 <o /^ SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE 00 a
ZONED:RS9 - X857.5 / `"- 11 SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. a
EX.ASPHALT 5,A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT,A HARD COPY OF THE PLAN,AND ALL p w F w
870.8X F ONE STORY F'-; PARKING �`\•�? 1,- SELF-INSPECTION RECORDS MUST BE KEPT ON-SITE,PREFERABLY IN A PERMITS BOX,AND o
FANS ONE
BUILDING / ^ /SG9 6• ACCESSIBLE AT ALL TIMES FOR INSPECTION. w
I / /r,,, ASPHALT EP:873.39 \Rl'PyT 9q g3 OVERHEAD WIRES 6.INSTALL THE CONSTRUCTION ENTRANCE AND SEDIMENT FENCE ALONG EDGE. o
RAMP 3T4-- Pj�• CROSS LINE o w\\ \ 51111" 7.BEGIN CLEARING AND GRUBBING JUST ENOUGH TO ALLOW FOR INSTALLATION OF THE SEDIMENT
I. • •'I X 8T4.4 /r ` / l •PF �5 BASIN AND DIVERSION BERMS,STOCKPILE TOPSOIL ON-SITE WITHIN AREAS PROTECTED BY EROSION w
'\ \ \ I 1 / I�{ \ / j c CONTROL MEASURES FOR LATER DISTRIBUTION. `�
\\ \ \ �� SHED % F. / 4.4 \ 1' •
I'_,
\ Y X HO _ 9.THE SEDIMENT BASINS CAN NOW BE INSTALLED.BEGINNING WITH LOWER DAM AND SKIMMER
\I \ V/ / - / / / \I W,C.' OUTLET.COMPLETE SKIMMER INSTALLATION,SPILLWAY AND BAFFLES. Q i
\ \I 1 e \`� HVAC X2/ .3874074.B8 \ T ' e0 0
\ \\ I,// V"_�� t 8745 CONC.PAD Xe]4.7 I/IBT e4.e E74 aT j T >� _ __-7"-- e 3 c 0 \ 10.ONCE THE
ATITHE TOE OF SLOPE T WITHTIN HAS BEEN HE SEDIMENT FENCE WITH STONE STABILNSTALLEQ THE SEDIMENT IZATION NCE SHOULD BE `
\\ >//��,� (TYP.) _ e E ---T�=ei5 e� _ - a\a z
FOR THE
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/, • �Bf�r \ --,,,,,- P.��- -_ G G ry0), 11.ONCE THE SEDIMENT BASINS HAVEBEEN INSTALLED,ITHEN CONSTRUCTION OF DIVERSION DITCHES
a6
\ l J_ \� I �' __ - - 369 -erg _ -- Ho\ \ 2 AND BERMS CAN BEGIN.
L .� �I/' MraL`"` / ---- v w� EXISTING CONDITIONS,
_ \ \ '-- \ \ \ POST6 \ \3 12.SEED EMBANKMENTS AND DISTURBED AREA OF BASINS,DITCHES,AND BERMS UPON COMPLETION
1 \� \, \� \ ` \\ I� eao 7 ---'0 OF CONSTRUCTION,PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR
y, 1 1 _�\ \ /X879.5 O' \. 90 CALENDAR DAYS,WHICHEVER IS SHORTER.HOWEVER,NPDES GROUNDCOVER REQUIREMENTS DEMOLITION AND
B Iz'- - \\_\\\ / \__\_ \, -- `-- seis 8- a7a-_� / ego- _ C/e` \ a\ TAKE PRECEDENCE.
EEE �/ `\•\\ \\\\ ` E,�p-1 Z6Z g4 X 8]98 N/F AC`RC(XT 13.TEMPORARY SEDIMENT BASINS TO REMAIN IN PLACE UNTIL THE SITE DRAINING TO THESE BASINS 1
+�aaa \\_--� \\ Jill \ \ \��.\-- �� `1 \�\ �41 GRESHAM PROPERTIES '� /� \• HAS BEEN SUFFICIENTLY STABILIZED. STAGE EROSION
L __� _ ---I g..._ I -g0'a WOODED AREA DB 2487 PG 3751 e�i/� v
--a64--__ `-� \ \ /\ \ \ �Z/ $ \ \ \ A C`y \ 14.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
_ -bay- �I ,�-`-�/-// L-I �_ `,l<\ 1 / / \ \ PB 41 PG 114-155 LOT 8 C77 S'' N ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION CONTROL PLAN
-� y \ ` PIN#:6856-95-5721 S 9/F N CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
DISREPAIR a
\\\\ Xa60.6 Sf010 - /
IPF aee-,____--- v /-- -89°25'38"W 221.95' IP♦• 1 / ZONED:LI 1'T v
\\ \ BARB WIRE FENCE IN \• WATERSHED INFORMATION GRAPHIC SCALE SHEET
• BARB WIRE FENCE IN \' / N/F E \ \ \
DISREPAIR SUBJECT PROPERTY IS LOCATED IN SALEM LAKE WATERSHED 6 3 D 0 16 30 80 120
BARB WIRE ACF ENTERPRISES (WSIII-PROTECTED/BALANCE) /� .
FENCE DB 24P9 114-155 51 I •L
CROSSES THERE ARE NO CLASSIFIED STREAMS ON THIS SITE PER USGS MAPPING NC DWR
LINE PB 41 PG STREAM CLASSIFICATIONS,OR FORSYTH COUNTY PLANIMETRIC DATA.
PIN#:6856-95-2344 25'BUFFERS ARE RECOMMENDED ALONG NON-CLASSIFIED FEATURES. (RI FEET'
ZONED:LI-S NEAREST CLASSIFIED SURFACE WATER-MARTIN MILL CREEK-420' 1 inch= 30 ft.
NEAREST FLOOD ZONE IS LOCATED-24C FROM THE PROPERTY.