NCC231533_Site Plan or Location Map_20230519

- ,.. .,..„,‘„4848:„..: .-- '------' \c___,' .....A........-- r--- --- - .... r 1 ,,,,,,_
S\ ♦•♦ EXITING F S z N
\\ 4 ♦ SKIMM€R � - � S w z
\ � - ♦ E
_ DM
g \ \\ V /�` \ �I 1p
��♦�^♦♦' ❑ ' 1 1 ' / '��' ��� �r / IS _.C. Z Mom?
u� � 0,8
\\♦�/ ` ♦ _ 1 ` ` '/ \ -'y� xauwumusmwioxrve W J W :1!
_ IH � ��---= =� ° Yr. �� \ FE /� `` ` - - J
/-� `�kS SITE Z W ro h Tp_ v- O8� ♦ -❑ 3 N Z M\ > °vs.--_-- saw \� JN°t.P� � \ ---\ tee ' 1 ^'�w Q ci v a li c
RIMT27:35- .♦ Z� ♦ \ / JIN 710.01 E'XIRV70951- • -♦ / IN1/ 177.1✓
..'•••- >
_ \ I�� �O�E�• E; /� ¢ �_ DISTORBEUtIMIT�- j,
_ •�
1
DISTURB IMITS �\ ��\'`` I-I- PSI' ^ -
/'F� VICINITY MAP
ISy \ \ �- FIRM LICENSE C-1891
1 I NOT TO SCALE
,.I / 4 1: ,. :.84
RIM 725.9s� I © .......\ \\ NV 720.98 PROPERTY INFORMATION: • "`"
�7 Nv711.ee p N ARO
\ \� R' �I 1 l6"HEWER LINE / [1 C I PARCEL ID NUMBER:PORTION OF 6813-04-9865.000 ,;0�'� 5......
\- I �7 ��� ZONING:GI '9 �
\ I / \/ ,00/i' i,, f:--.--"'/ / ACREAGE 12.184 ���r SEAL �-
1 3��,
�'I ( � PROPERTY OWNER/DEVELOPER: •
1 NEW MH#10K .1 'S(,c. MARVIN E.LOWDER s'(0I R.•'•
/'� \ / TOP=734.50 4�• LOWDER RECYCLING&DISPOSAL,LLC
Mr
11 \ / / / INV IN=713.32 \ //O` III 2810 GRIFFITH ROADWINSTON SAEM,NC 27103 M.
CPJ
I I \ \ INV OUT=713.12 J / 04, PHONE(336)]66-0250
\' '�'S O 720.84 EMAIL: GL 6)7664gLOWDERINC.COM
\ I I \ I \ DISTURBED LIMITS •� I / \ \ /
�� ENGINEER:
ç / WMH 1 M472IED STERN,INC.
\ 4720 TER(336 MILL ROAD
1\ \ TOP=735 00 \ WINSTON-SALEM,N.C.27103
I INV OUT--. PHONE:[phone]]]
I \ \ \ y//// INV OUT- 16.30 EMAIL:SCAUSEYGALLIED-ENGSURV.COM
\ \ \( \ / 1 r - '
I \ J J Z
U UI m Q O
\\. \
\ N I i I a U rn
I
\II1 I \ // N I I \ STAGE 1 CONSTRUCTION SEQUENCE Z_ o J U
I ii
NI \ L ❑ III 1.OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY OFO ❑ _\ // � \ WINSTON-SALEM'S INSPECTIONS DIVISION. ^ ❑ Q I
11E�\ Li
I / I \ \ \ \ N J / 'r? I Ii
2. CONTRACTOR IS REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT(e-NOI) '_q FORM.ALLCONTRUCTIONACTIVITIESAREREQUIREDTOFOLLOWTHENEWNCGO,PERMIT. . Z
\ / I00
3 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRECONSTRUCTION w' CONFERENCE AND AN INSPECTION SCHEDULE. 2 } UJ.I
I pp*
\ \ \ / / ------ I I I \ 4. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT I („) r� aCONTROLMEASURESANDCOMPLETETHEFOLLOWING COMBINED SELF-INSPECTION FORMUJIl.lzINEW M�#03 FOUND ON THE DEMLR WEBSITE; IYI I (� \ // =-=•=- ' I (htV:Ndeq.nc.HEDEooAdivisionslenergy-mineral-land-resources/erosion-sedimenlcontroETOroN).COMPLETE w Q. 0
OS? I / TOP=73y1 6 INSPECTIONS FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES.IT ll.l
\ ititi
\ \ / �---- ' INV, =r118.6 IS RECOMMENDED THETA COPY BE KEPT INAPERMITS BOX.SELF-INSPECTIONS FOR STABILITY ❑ CO\\7\\\\1
\ \\ i� AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED\ \ // -._•=-' INVU 718.40 \ AT LEAST ONCE EVERY SEVEN CALENDAR DAVB AND WITHIN 24 HOURS OF EACH RAINFALL EVENT Z\ CIMEASURES AS DES GNED.ALL EROSION AND SEDIMENTATION CONTROOF GREATER THAN 0.5 INCH.ANY NEEDED REPAIRS SHALL BE MADE L MEASURES SHALL BEEDIATELY TO NOOJ❑ /
-------\
`- OL `./. O MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE SHALL
I ® ���. \ \ \ CB Aill - BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
• GRATE]28.10 \
INV 719.52 5.A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT,A HARD COPY OF THE PLAN,AND ALL
\ \ I l -��,,� \ 4F--T,
]2 78 SELF-INSPECTION RECORDS MUST BE KEPT ON-SITE,PREFERABLY INAPERMITS BOX,AND
:== \ \ \ \ \ \ ' l0�-- I I ACCESSIBLE AT ALL TIMES FOR INSPECTION. M m U N
1 0 0 \\ ` ` ''----N
\ I\all ry��=-= al I 8.REMOVE AND/OR MOW VEGETATION IN EXISTING DIVERSION BERMS AND EXISTING SKIMMER G Q
Q \ SEDIMENT BASIN TO ALLOW INSPECTION.ENSURE FUNCTIONALITY OF EXISTING MEASURES 'A
S to N
b / PRIOR TO ANY LAND DISTURBANCE. G
I�I �--� �\ ` N \ al ,per /----- -1 I 7.BEGIN INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.INSTALL EROSION CONTROL S
\ F'y rI; MEASURES AS FOLLOWS:
• 4�.- �_ l `, :.w�.• A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
\ ,� -A•� Q \ �� I O ---'� �'INV 723.55 ^ B. TEMPORARY DIVERSION BERMS.
`��-=� __ -�--• `\L/_ / \ C. TEMPORARY SEDIMENT FENCE. Z " m
-_-- - In \�-- 7_M �- O --w-�-``s� \ © B.SEED EMBANKMENTS OF BASINS AND BERMS. W Z
O '�-�-�--•`T \ l '� `� I \ 9.INSTALL 100 SERIES STORM DRAINAGE SYSTEM AND REMOVE EXISTING 42"RCP BEING U W
® _ G'� , T T • \���_: ` RELOCATED.CONTRACTOR MAY NEED TO STACK NEW MANHOLES UNTIL GRADING OPERATIONS Z = Q
/ / W, = ''0 Ms _c- . !I \ MAY BEGIN. d O U ❑
\/`Miry/�- /� r-J L�.�.L I 10.SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED.
T-Y.1 O `^' \ OillW O \A f D \ SLOPESRGREATER THARY IVE N 3:1.VTEMPORARY VEGETATED WITHIN 7 DAYS ON IVE VE COVER SHALL BE PROVIDEER D WITHIN S14
AND
IVV 1/y W V V DAYS ON ALL OTHER AREAS.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15
\ El(.8"WATERLINEX CI#104 Oi O \\ hWORKING DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER.HOWEVER,NPDES
(/ \ )1N W E ST P O I N T B LV D IN 729.65
20.3 PK NAILV / GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
PK NAIL INV]2o.a6 _
I A(1, �NV OUT=720.26 0 N9 612 ' 11 CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN p
N:127713I .` 60'PUBLIC RIG T-OF-WAY EX CI#105 E:-5 3.10 ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION 8
E:-743 9 \ TC]29.5] Z:727.84 / I CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. m 5
INV 721.84
Z:742.6 I 4 w
KEY NOTES KEY NOTES
0
O TEMPORARY CONSTRUCTION ENTRANCE/EXIT. O TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH LINER.
PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
OTEMPORARY SEDIMENT FENCE. d
O EXISTING STORM DRAINAGE PIPES AND STRUCTURES TO BE
O NEW BRICK OR CONCRETE MANHOLE.NCDOT STANDARD 840.51 OR 840.52. REMOVED/RELOCATED.
O EXISTING CURB AND GUTTER TO BE REMOVED TO ALLOW FOR PROPOSED O NEW TEMPORARY ROCK PIPE INLET PROTECTION. SITE DEMOLITION
DRIVEWAY.SEE SHEET C4 FOR DETAILS.
O NEW TEMPORARY EMERGENCY SPILLWAY.
O EXISTING DIVERSION BERM.CUT AND REMOVE EXISTING VEGETATION AND STAGE 1
AND/OR MOW SO THAT BERM CAN BE INSPECTED FOR FUNCTIONALITY AND OO NEW 42"RCP TO BE TIED INTO EXISTING CATCH BASIN.NEW 42"TO UTILIZE
WS/FC EROSION CONTR ICE STABILITY.ENSURE DRAINAGE IS DIVERTED AS INTENDED.MODIFY AND OPENING FROM EXISTING 42'TO BE REMOVED.IF EXISTING OPENING
PLANS APPROVED FOR N UCTION RECONSTRUCT BERM AS REQUIRED. CANNOT BE UTILIZED CONTRACTOR SHALL SAW CUT STRUCTURE FOR EROSION
TIE-IN AND FILL VOIDS WITH BRICKS AND NON-SHRINK GROUT.
O EXISTING SKIMMER SEDIMENT BASIN.CUT AND REMOVE EXISTING
VEGETATION AND/OR MOW SO THAT BASIN CAN BE INSPECTED FOR P NEW TEMPORARY"SILT SACK"INSTALLED INSIDE OF EXISTING
This plan complies with Ch er ,Se n 4-Erosion Control FUNCTIONALITY AND STABILITY.ENSURE BASIN OPERATES AS INTENDED STRUCTURE. CONTROL PLAN
of the Winston-Sale rS OUnty fied Development AND HAS APPROPRIATE SKIMMER DEVICE AND CORE BAFFLES.MODIFY
Ordinance. A printe of the p pproved plans must AND RECONSTRUCT BASIN AS REQUIRED. O NEW PIPE OUTLET STABILIZATION.SEE DETAIL SHEET FOR DIMENSIONS.
be kept on the const On SI e of ce when installing O NEW BRICK OR CONCRETE MANHOLE TO BE BUILT OVER EXISTING LINE. OR EXISTING PIPE TO REMAIN IN PLACE.PROVIDE OUTLET STABILIZATION
GRAPHIC SCALE SHEET
NCDOT STANDARD 840.51 OR 840.52. UNTIL REMOVAL. /� /�
requirederosion con m Ur OH NEW TEMPORARY COIR,JUTE,OR BURLAP BAFFLES. © Lip m I" r� I •4
O NEW TEMPORARY SKIMMER DEVICE. ( IN FEET)
matthewo 5/09/2023 4:22:54 PM 0 NEW TEMPORARY 10'210'CLASS"B"RIP RAP OUTLET STABILIZATION PAD. 1 inch= S0 ft.