NCC240454_Site Plan or Location Map_20240216

DocoSign Envelope ID:4BB6E24B-651 F-411A-6A60-156EFBBEE534
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CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN: o
GRADING NOTES: ++ 0 •
A. CONSTRUCTION SEQUENCE: CO in N--1
1. OWNER OF RECORD: -LO,-N 0 =
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1. AFTER RECEIVING AN EROSION CONTROL PERMIT AND PRIOR TO COMMENCING THE LAND DISTURBING ACTIVITIES ON THE PEARL BAPTIST CHURCH OF LINCOLN COUNTY,INC. "4 0 CO CD O_+'
SITE A CERTIFICATE OF COVERAGE UNDER NCG01000 MUST ALSO BE OBTAINED.THIS CERTIFICATE IS OBTAINED BY FIRST Q N
SUBMITTING AN ELECTRONIC NOTICE OF INTENT(E-NOI)ONLINE.AFTER THE INFORMATION IS REVIEWED AND FOUND TO BE 4657 E.HIGHWAY 27 00)
COMPLETE,YOU WILL RECEIVE A LINK WITH PAYMENT INSTRUCTIONS FOR THE$100.00 ANNUAL FEE.THE E-NOI FORM MAY IRON STATION,NORTH CAROLINA 28080 SITE co z W W z 0
BE ACCESSED AT DEQ.NC.GOV/NCG01.PLEASE DIRECT QUESTIONS ABOUT THE E-NOI FORM TO THE STORMWATER 2. TOTAL ACREAGE IN TRACT=9.04 ACRES. tib m� t w o
PROGRAM STAFF IN THE RALEIGH CENTRAL OFFICE.NOTIFY LINCOLN COUNTY PRIOR TO BEGINNING ANY LAND 3. TOTAL DISTURBANCE AREA=3.60 ACRES. 5 3 .1, 0 CO CO ++
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DISTURBING ACTIVITY. o c CO CO 0 N
4. DEED REFERENCE DB 3100 PG 791. ', CO 03 --..,y ;
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT ACCESS POINT TO THE SITE. ANDLEMAN ROA CA •
5. ALL CLEARING DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL ORDINANCES. '81 x 33
3. INSTALL SILT FENCING AND SILT FENCE OUTLETS. 6. ASSUMED SOIL CLASS B. (°PO a li z 3
4. REMOVE EXISTING TREES AND STUMPS. 7. THIS PROPERTY IS NOT WITHIN THE 100-YEAR FLOOD PLAIN AND IS THEREFORE IN ZONE X. WI// 3E�PC\
5. INSTALL SKIMMER BASIN AND STORM DRAIN PIPING AS THE GRADING PROGRESSES INTO THE SITE.ALL BASIN 8. ALL CUT AND FILL SLOPES SHALL BE COVERED WITH NORTH AMERICAN GREEN LINER S 75 STAPLE PATTERN D OR 3CIiRONCE R0 �P��,
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EMBANKMENTS SHALL BE STABILIZED IMMEDIATELY UPON CONSTRUCTION.DEWATERING OPERATIONS MUST BE APPROVED EQUAL.
DISCHARGED INTO ADEQUATE STILLING BASINS OR COMPARABLE MEASURE TO PREVENT THE DISCHARGE OF SEDIMENT. V
9. ALL AREAS OF CONCENTRATED FLOW SHALL BE MATTED WITH NORTH AMERICAN GREEN LINER S 75 STAPLE PATTERN D z
6. NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION ARE TO TAKE PLACE DURING WET WEATHER OR PERIODS OF
PREDICTED WET WEATHER(IE HURRICANES),INSPECT AND CLEANOUT STORMWATER SYSTEM BEFORE BRINGING ONLINE. OR APPROVED EQUAL UNLESS OTHERWISE INDICATED. N =
10. A COPY OF THIS PLAN SHALL BE KEPT ON SITE. o Z
7. THE SITE MUST BE"STORM READY"BEFORE ANY EXTENDED BREAKS IN CONSTRUCTION ACTIVITIES INCLUDING WEEKENDS. w
8. INSTALL DIVERSION BERM TO DIRECT RUNOFF INTO BASINSRRAPS. 11. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PLACED AT ALL ACCESS POINTS TO THE SITE TO PREVENT g
THE TRACKING OF MUD ONTO THE EXISTING STREET.ALL VEHICLES SHALL BE WASHED FREE OF ANY LOOSE MUD BEFORE la
9. INSTALL INLET/OUTLET PROTECTION AT THE END OF EACH WORKDAY ON ALL THAT WERE CONSTRUCTED. EXITING THE SITE. -N- N
10. BEGIN GRADING THE DRIVEWAY,SITE AND PREVENT SEDIMENT LAIDEN RUNOFF FROM GOING OFF-SITE. 12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT NCDENR EROSION LOCATION MAP I
11. FERTILIZE,SEED,MULCH,AND MAT ALL FINAL SLOPES AND AREAS OF CONCENTRATED FLOW AS SOON AS SLOPES ARE CONTROL MANUAL.
GRADED. 13. THE CONTRACTOR WILL NEED TO IMPORT OR EXPORT SOIL AS NEEDED.THE EXISTING TOPSOIL SHALL BE STOCKPILED NOT TO SCALE O
12. ESTABLISH A TEMPORARY VEGETATIVE PROTECTIVE COVER WITHIN 7 DAYS OR PERMANENT GROUNDCOVER WITHIN 7 AND USED IN THE GRASSED AND LANDSCAPED AREAS.
DAYS OF COMPLETION OF ANY PHASE OF GRADING. 14. THIS PROJECT IS LOCATED WITHIN THE CATAWBA RIVER BASIN.
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13. AFTER DRAINAGE AREAS TO THE BASINS/TRAPS HAVE BEEN PERMANENTLY STABILIZED DEWATER THE BASINS.FILL THE 15. ESTIMATED START DATE:SEPTEMBER 2023,ESTIMATED END DATE:DECEMBER 2024
BASINS/TRAPS USING STOCKPILED SOIL AND BRING TO FINISH GRADE IN COMPACTED LIFTS.SMOOTH THE BASIN SITES TO 16. RECEIVING WATER COURSE:DELLINGER BRANCH,CLASS"C",11-119-1-9
BLEND WITH THE SURROUNDING AREA,ENSURING THE BASIN SITES WILL NOT POND WATER,AND IMMEDIATELY
PERMANENTLY STABILIZE.
14. NOTIFY LINCOLN COUNTY UPON ESTABLISHING GROUNDCOVER AND STABILIZATION ON THE PROJECT AND FILE FOR AN
ELECTRONIC NOTICE OF TERMINATION(E-NOT)AFTER RECEIVING A CLOSE OUT INSPECTION REPORT BY THE NCDEQ GENERAL NOTES:
SPECIALIST ASSIGNED TO THE SITE. 1. ALL SITE UTILITY WORK SHALL BE COORDINATED WITH LINCOLN COUNTY AND SHALL BE PERFORMED BY A NORTH
CAROLINA LICENSED UTILITY CONTRACTOR. .,..-QOull I 8dpy:
B. MAINTENANCE PLAN: 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL TESTING THAT IS REQUIRED BY THE PROJECT ZN0
SPECIFICATIONS. ,`,� '
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1. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. 3. THE CONTRACTOR SHALL NOTE THAT THESE DRAWINGS DO NOT SHOW EVERY OFFSET,TRANSITION,FITTING,ETC.THAT �_ �6884S�bA�A839i15rx.
2. RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR,OR WHERE EROSION OCCURS,AS SOON AS POSSIBLE. MAY BE REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM. 28906 °
DO NOT MOW.PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. 4. THE CONTRACTOR SHALL KEEP THE PREMISES FREE OF WASTE MATERIALS OR RUBBISH CREATED BY THE PROPOSED 1 ,16/20
3. INSPECT ROLLED EROSION CONTROL PRODUCT AND ANY AREAS THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH WORK AT ALL TIMES.ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A WEEKLY BASIS. i lQ Ng.I NE .,�;,
THE GROUND SHALL BE REPAIRED AND STAPLED.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER 5. ANY OPEN CUT SHALL BE BACKFILLED AT THE END OF THE DAY FOR THE SAFETY OF THE PROPERTY OWNERS. ,'D, 0 J.POS.,',,
IS ESTABLISHED. ,,,•.,,,
Know what's below.
4. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS 6. ACCESS TO EACH PROPERTY SHALL BE RESTORED AT THE END OF EACH DAY AND SHALL BE MAINTAINED AS WELL AS Cell before you dig.
AND MAKE TIMELY REPAIRS AS NEEDED. POSSIBLE THROUGHOUT THE DAY.
5. INSPECT OUTLET STRUCTURES TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE,OR IF STONES 7. EXISTING UTILITIES SHOWN ARE APPROXIMATE LOCATION,FOR GENERAL REFERENCE ONLY,AND NOT ALL UTILITIES ARE
HAVE BEEN DISLODGED.IMMEDIATELY MAKE ALL NEEDED REPAIRS. NECESSARILY SHOWN.CONTRACTOR IS RESPONSIBLE FOR UTILITIES LOCATING,COORDINATION,AND PROTECTION.
6. INSPECT INLETS AND CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR 8. IT MAY BE NECESSARY TO HAVE UTILITY COMPANY HOLD POLES IN PLACE WHEN TRENCHING PAST CERTAIN POLES.IF SO,
SUBSEQUENT RAINS.TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.REPLACE THE CONTRACTOR SHALL COMPENSATE THE UTILITY COMPANY AT NO COST TO THE OWNER.IF UTILITY COMPANY IS
STONE AS NEEDED. UNAVAILABLE FOR THIS SERVICE,CONTRACTOR SHALL TEMPORARILY SUPPORT POLES IN ACCORDANCE WITH UTILITY Z
7. REMOVE SEDIMENT IN THE SKIMMER BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE COMPANY'S INSTRUCTIONS. NARRATIVE: W
DESIGN DEPTH.PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.PULL THE SKIMMER TO ONE SIDE SO 9. WHEN THE SOIL REMOVED FROM TRENCH EXCAVATION IS REQUIRED TO BE PLACED ON ASPHALT OR CONCRETE ROADS OR
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE THIS PROJECT WILL BE FOR THE CONSTRUCTION OF A NEW WORSHIP BUILDING WITH Z w
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS DRIVEWAY SURFACES,THE CONTRACTOR SHALL PROTECT THESE SURFACES WITH A LAYER OF SAND OR ROCK DUST AT ASSOCIATED PARKING.CONSTRUCTION WILL INCLUDE INSTALLING NEW UTILITIES O
WATER IN THE BASIN,DISLODGE THE DEBRIS AND RESTORE THE FLOW.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO NO ADDITIONAL COST TO THE OWNER. SUCH AS WATER,SEWER AND STORM DRAINAGE TO SERVE THE NEW BUILDING. U d
SEE IF IT IS CLOGGED,IF SO REMOVE DEBRIS.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE POOL AREA. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY REQUIRED BUILDING CODE PERMITS. 4
8. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,REPLACE 11. RUTS CREATED BY EQUIPMENT IN ALL AREAS SHALL BE SMOOTHED OUT AND REVEGETATED UPON REPAIR COMPLETION. z
PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN 0 U >_
AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 12. FOR ALL SOIL DISTURBANCES,CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING EROSION _
CONTROL MEASURES TO PREVENT SOIL RUNOFF FROM THE WORK AREA. 3 z
9. REMOVE ACCUMULATED SEDIMENT FROM ALL MEASURES AND REPAIR OR REPLACE STONE WHICH HAS BEEN DISPLACED 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEBRIS(BROKEN PIPE,ROOTS,TREE
OR CONTAMINATED. TRUNKS,ETC.)IN A LEGAL MANNER.NO SEPARATE PAYMENT WILL BE MADE FOR DISPOSAL. ABBREVIATIONS '�" L)
10. AFTER VEGETATION IS WELL ESTABLISHED,REMOVE ALL TEMPORARY EROSION CONTROL DEVICES,GRADE THOSE AREAS
SMOOTH AND RESEED. 14. NO SEPARATE PAYMENT WILL BE MADE FOR TREE OR ROOT REMOVALS. PLAN LEGEND: -
15. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SELF INSPECTION RECORDS AS REQUIRED BY THE LAND QUALITY 0 DIAMETER w
SECTION OF THE NCDEMLR. ABC AGBOTTOM
BASE COURSE --ss--- EXISTING SANITARY SEWER LINE O
BW BOTTOMOM O OF WALL OR WALK - Z
CB STORM DRAIN STRUCTURE ---FM--- EXISTING FORCE MAIN
CH GRASS LINED CHANNEL ---W--- EXISTING WATER LINE
E CENTERLINE ---G--- EXISTING GAS LINE
CMP CORRUGATED METAL PIPE OW EXISTING OVERHEAD WIRE
PL EXISTING PROPERTY LINE
CO CLEANOUT
CONC CONCRETE EXISTING RIGHT OF WAY n
CONT CONTINUOUS - - - EXISTING SETBACK N
- - - - EXISTING STORM PIPE N
CY CUBIC YARD
EXISTING CREEK
DIP DUCTILE IRON PIPE N
EP EDGE OF PAVEMENT EXISTING WATER EDGE i A
X EXISTING FENCE
EX EXISTING 0 ' ' 0 EXISTING GUARDRAIL
FDC FIRE DEPARTMENT CONNECTION EXISTING RAILROAD W 9, 3 0
FFE FINISHED FLOOR ELEVATION -- UE- - EXISTING UNDERGROUND ELECTRIC &„o S me
FT FEET ---FO--- EXISTING FIBER OPTIC _ ,
GA GAUGE ---T--- EXISTING TELEPHONE
GV GATE VALVE ---TV--- EXISTING TV
HDPE HIGH DENSITY POLYETHYLENE w PROPOSED WATER LINE Q
IN INCHES PL PROPERTY LINE Z
INV INVERT ss PROPOSED SERVICE LINE WITH CLEAN-OUT
ass PROPOSED SANITARY SEWER LINE0 0
LF LINEAR FEETMAX MAXIMUM A co A A A A PROPOSED SILT FENCE = Z ce
MH MANHOLE °O0 LIMITS OF DISTURBANCE 0 p o
MIN MINIMUM sw PROPOSED STRAW WATTLE PERIMETER
NTS NOT TO SCALE wB PROPOSED WATER BAR = 5 la
OC ON CENTER - - EXISTING UTILITY POLE 0 ce O
PC POINT OF CURVATURE El EXISTING WATER METER I- i Z
PD POND DRAIN ❑ EXISTING CATCH BASIN a Li,
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PI POINT OF INTERSECTION ❑ EXISTING R/W MONUMENT m 0 Z
POT POINT ON TANGENT EXISTING UTILITY POLE d =
POVC POINT OF VERTICAL CURVATURE ce =- EXISTING SIGN Q O
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PRW PROPOSED RIGHT OF WAY iu Ix
PSI POUNDS PER SQUARE INCH EXISTING SEWER MANHOLE 0- 0 Z
PT POINT OF TANGENCY EXISTING LIGHT POLE O
PVC POLYVINYL CHLORIDE EXISTING FIRE HYDRANT
PVI POINT OF VERTICAL INTERSECTION Z
PVT POINT OF VERTICAL TANGENCY PROPOSED FIRE HYDRANT
H
R RADIUS PROPOSED VALVE
SCH SCHEDULE El PROPOSED STORM BOX
SD STORM DRAIN PIPE PROPOSED STRAW WATTLE
SF SQUARE FEET a PROPOSED SILT FENCE OUTLET SHEET
STA STATION 0 PROPOSED PIPE INLET PROTECTION
TYP TYPICAL 0 PROPOSED INLET PROTECTION C-1
VC VERTICAL CURVE LENGTH 1
WWF WELDED WIRE FABRIC
YI YARD INLET 1 OF 7

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(� a � ,; a � •' - ; ssa \\\\ CB-14 FRAME,GRATE,AND HOOD 893.08 887.95 887.90 DpeuflidHRedpY
pus CB-15 FRAME,GRATE,AND HOOD 892.96 887.60 887.55 ZH GA 0
s\.a, P0-16 - 887.00 ' ?
`v �Q 91::
DI1 ' "AIL®3"PIPE CB-17 FRAME,GRATE AND HOOD 888.92 885.92 885.87 r )
A S ""'e =�: CB-18 FRAME.GRATE AND HOOD 889.44 885.60 885.55 - 6884a �AB35p55"_
. ,,lit , .,
Pq = e. 28906
�d • EX-PIPE 883.75 6/20
- 3/4"PIN IC FFE 693.26' ws' matmemewa\� \ '�'••'VGIN '4<s`;'
�d 893 CB-4 DI-20 FRAME AND GRATE 892.90 889.40 O
ld- 1BRTOKY •• 1 �sD-4 • 6.! imi DI-21 FRAME AND GRATE 892.85 888.50 888.40 O J••PO,,
d CBS I / / A� \\\\\y\ \ \ao7 A� „i,,,
ao.oa-
\ / \ \ \ \ \ \ STORM DRAIN PIPE SCHEDULE
WATERPROOF EXISTING BUILDING AND \,RAMP DOWN FROM THE
� FFE OF NE BUILDING TO LENGTH SIZE PIPE
BUILD UP SOIL ON THE OUTSIDE OF ess `PIPE 'i1 �� NO. (FT) (IN) SLOPE MATERIAL
�I / THIS POINT AT1.67% I boa
BUILDING APPROXIMATELY I'TO CREATE AT ` 8
4sgS46 35� \\ \ \ \ \ SD-1 83 12 081% HDPE
LEAST 2%SLOPE FOR DRAINAGE TO CB•5 fs>.! l/� 111,
� \ \� \\ , \ ■ s,ass _- ,. >jl//j IIWORSHIPCENTERBUILDING --- -' SD-2 24 15 1.06% HDPEOQ,� II �(L' FFE 89400 SD-335 15 100% HDPEy�16 \ \ \\.\ DI-10 L SD-4 40 15 088% HDPE Z
6'"` iy,/ESe / \ /� TRANSITION ASPHALT DRIVE UP \ • \e'er SD-5 138 15 084% HDPE Z 0
d- asT r aw
SD-5/ \ , FROM THE SPOT ELEVATIONS\ \ SD-6 18 15 0.83% HDPE O V
✓s S* I s \ M.. TO BE LEVEL WITH THE CONCRETE \ \ _ 5D-7 26 15 133% HDPE
as S` ``'j'r'r ENTRANCE ON EACH SIDE \ \ \ I �; . O
4'\d >f^ 7; , f SD-8 14 18 1.10% HDPE
eye\ --_` \\\\ \\\�sD 10 --p. SD-9 225 24 1.07% HDPE Z N
-\d/ SD-10 57 15 1 13% HDPE O
4 /netagli D •\ \ \\ \ \ J �888 SD-11 29 15 1.04% HDPE Le
121 g
/ - SD-20 •e \ \\ DI-11 'R SD-12 56 15 0.80% HDPE O W
S43 \ \ a SD-13 18 15 082% HDPE p •5
/I ys7r d�S / ®®® a sD x1 \ - TEMPORARY HARDWARE
/// ` - ;a_ sou �� sD11 CLOTH6GRAVEL INLET SD-14 29 15 toa% HDPE y VI
SEPTIC EXPANSION AREA SHOWN FOR / c6� �� SD,6 + D-1a \\ SD-15 91 15 1.38% HDPE
// �l 1..i `, PROTECTION(TYP) - Z_
HEALTH DEPARTMENT.DESIGNED BY OTHERS �' �� G CB-15 1 ' 'i► sD a . y
„ /� f+a�h DI-7 CB-14 991 SD-18 20 15 547% HOP
..I/N A'k•lh�97ff. I I CB 13 \ \ SD-17 30 15 090% RCP-IV
// 0 SD-7 . 'ID-15 I I \ DB-12 4 SD-18 63 15 0.87% HOP �
-
/� V' `I ��., I�a \ \ \ \ s AREA TO BE STABILIZED sD-19 41 24 330% RCP-IV 0
46 6s 4y 1,0 1 CB$ CB-9 \ \\\ \\ a WITH VEGETATION SD-20 31 15 2.88% HDPE
/ uaYtf.5;€' I� B9a \ \ \ 18,972 SF(0.44 AC) SD-21 18 15 4.51% HDPE
'4jt`fj, I.
/ s�Y y �6 -`.
/�f1,yp N I ��� rill!
� l NOTE
////t I� / `9 ;\e PIPES SHALL BE HIGH DENSITY POLYETHYLENE(HD PE),
�� 11( I 9s DOUBLE WALL,SMOOTH INTERIOR OR REINFORCED
CONCRETE WASHOUT \' /l ,;'f,4Ir4y7 ,.,,1 \ � s CONCRETE PIPE(RCP)AS INDICATED ABOVE. no
LOCATION / I e16 ` , / I \ �' M
l/.d � sS. y cab ® A A sue, ea KY
895 1_ r
STOCKPILE HEIGHT SHALL tte
1.25"PIN / , 4 f 'r ' I 1� \ �� \S �, ,` �Y g m
NOT EXCEED 35 AND SLOPES (BENT) / f st; ` !�V 1
SHALL BE 2:1 OR FLATTER. / �' h, a\ , soa I , \ I a )
7 // u er /�' e3s ageI a (�(�� z ..
SEPTIC REPAIR AREA SHOWN FOR HEALTH // / \ Y Wlemo
DEPARTMENT.NOT TO BE INSTALLED / / TEMPORARY I�' I -�I� ,�� ;� 3�,
UNLESS NEEDED IN THE FUTURE.NOT O ia/ /, ,� �7 '. DIVERSION BERM(TYP) I, \ ` O N o o
TSB 91 \Y,
INCLUDED IN LIMITS OF DISTURBANCE. \ ;
ess L 130 W 40,D:3 r_-__„...,_,.._____,...„.....„.
- \ R USE2 SKIMMER WITH
IFICE ) ..�\�\ egs
/ 125 ORIFICE � /�\!/ TOP OF BASIN'888.00 y �� -z--� \/// ,/ m � �' I}4 PIN Q
;:TEMPORARYSILT Af 3 y y y ���t��i1y �. o°O� \ 'i Z_
/ 891 �491910 I d � � O
Q ' FENCE(TYP) , - y --��� 1� // NOTE: 0
?Alett, V / .`` i / / ALL CUT AND FILL SLOPES AND AREAS OF (�
o\ '���� / / / � CONCENi0.ATED FLOW SHALL BE MAQED Ce -I V
%���///TERMINATE SD•T AT THETOE OF WITH NORTH AMERICAN GREEN S•75 > 5 2
I / �/ 'SLOPE WRX OUFLR PROTECTION STAPLE PATTERN"D"OR APPROVED EQUAL.
= m Or:
4o/ + TEMPORARY i / `�.UNTIL SITE IS STABILIZED.THEN lAr -�- eas w O
/ „�� + CONSTRUCTION = 1 \ REMAINING PI PE T H Z Z
D INSTALL TXE
�` 0 THE OUTLET. •
/ ., ENTRANCE(TYP) ,t ' esa Ia.I r
/ TEMPORARY SILT `,)�•' Q U
( l'1 r/ �'' REMOVE/REPLACE EXISTING
/ / // FENCE OUTLET(TYP) erg t • m d
y ess PIPE WITH ANEW 24 CLASS IV _
/// // \V �� v`"1'�'1 � � RCP PIPE ON SAME GRADES d' 2 O
,. sD ie" 'Ld WITH AN OPEN CUT(SD.19) Q Ce V
' / // I \ ` SD n' ms - ✓ 882.38 INW v (SEE NCDOi STD.654.01) - 0 Z
sD-i6 r Z i
r-� / / pEOBSTA 1'cett '..�d 15'OVERFLOW WEIR AREA TO BE STABILIZED
\ 0
/ / / _ WITH VEGETATION ELEV.887.30 "...., ,/
V
-M/ / .' OW, OY6 ONE - TEMPORARY OUTLET OW OW / it•B25.00 DIRECTED
BY
3,000 SF(0.07 AC) DIRECTED BV NCDOT Z
s' P _/ �s� PROTECTION(TYP)
/ /
49 / mews
�' EXISTING
es3 :. TEMPORARY INLET �'r�� • ��'
PROTECTION(TYP)_ ' 1 ��T j�R�N � , 4O O 40 8O
EP O�� 60 L 1 UNDISTURBED r20-1) //. COMPACTED SHEET
L�MAl`� EARTH --� GRAPHIC SCALE - FEET C-3
R�_ TT NV a83.03 =40
OF
3
SD-19 CROSS-SECTION

DecoSign Envelope ID:4BB6E24B-851 F-411A-8A60-158EFBBEE534
/ I UMO
Z.
I // - CAR82 jjII 3 // \ C CO2 CO(ND O N
/ / O� MO-MO SEPTIC 2888 PORT S PAy'E8 '(AO ml \• '.i (D U d+'
-MO e OEMp I L N LC)LO -I
/ \ . : OWy__ 3'•PPE \ 0)U M CO O N
INV$82 a5, I �y MO- H I �� r y Z V V Z o
IG--IINN^ M _ OW' 30.00' 0 /. �i
MO
/ Ii 0 •® I - O S1I gyp. L C y U
/ fir/ �i .ACV N N 0)
U II1 PAVED PARKING LOT. H,'/ it I 00 ^a 0 66 0 3
/ A II IJ 6 8PA
�' '1 F�
II .FLAG `w II OLD AXLE O O R U 1
IC / •RIM 883 3 O I / 333
QH / / it
��� FJ_OWER...B 1 Ilk
■ I I / V IL 2
ry'. 2926' 0i
/ / INV 879.66' 24, RGP C �'Wi//'� // III .TnT_ II/I /
I / 54
ti -�� "`i- CIF P. 1 STORY 4 v
7" / / r� RIA(88k 2 'a BRICK 1 A( Z
/yT 1� q _1t'v "1( .. 73.97. ;p UNDAY I o'-RICK WALL in/
"~ I 895.1 STORY
FFE 894.40'+-, /NSBLDG L- / I g
/ QVSC'N 'A7 SP �' PAVED PARKING LOT o" �, SANCTUARY
n
W FFE 895.07'
/ I RIM 88379 flPVED PAR G LOT 6 PIN IN CONCRETE la
/ / INV 880.99' `.1/y S BENCHMARK 739>• ■ I 1��9.24'
/A� II �'�; //4 REBAR 1
/ n -I '�1 `D 892.29• I• I O
® I \ / °I \
I � 6 Pq esr =y. zsz / i/
•\ '' •pl 0.00' I TIE-NEW SDR 13.5 WATER Q DWARF BURFORD HOLLY(11)• r ,� LINE TO EXISTING WATERLINE 1"PIPE
1 �o PEED ING TOACTORTO VERIFY ACER RUBRUM
NANDINA DOMESTICA OCTOBER
LN_ f 'FIREPOWER'(25) ( )
$ \ ,/' j yr • rywRu p31 LOCATION) Q GLORY 12
/' UY `\ GLOSSY ABELIA 24
�- ADD STRIPING iO EXISTING 'O� ( )
,, 40 ACCESSIBLE SPACE \ SHILLINGS DWARF \\o CRAPE MYRTLE(14) 72'17-
U�'Ipµp��,d,4y:
\ =O YAUPON HOLLY(44) . NATCHEZ CULTIVAR 'S 0 '(7 b• ',� *'� ' q \\ AIL®3"PIPEJAPANESE BARBERRY(48) C Al c$EWER SERVICE SXALL BE t6 ".� INSTALL BENDS AS NEEDED ® 688�B3$45$.
60.)3. P9+ AND MAINTAIN I8"OF COVER \ 8 0 °
OVER THE STORM(TYP) ''
1d 3/4"PIN "N/. SE.ID.' o FE:9326' \ LANDSCAPE NOTES: ',,r••.16 6/2Q42�.•,`
-ld- NEW LOCATION OFQ 1 "ORY ® E %OQ;GINS �.,,
�d r 40' 1. ALL DISTURBED AREAS SHALL RECEIVE 4"OF TOP SOIL,SEED AS PER j p0..``.
EXISTING PROPANE TANK / 1F..-�30'
\� BRIC II / )i - CLEANOUT INV i THE SEEDING SCHEDULE,AND WATERED UNTIL A HEALTHY STAND OF '•�I�•'
r l ASSUMED ELEVATION INTO TANK:E89.00 ELEV:891.55 I " GRASS IS ESTABLISHED.ALL MULCHED AREAS SHALL RECEIVE 10"OF
Z`J TXISCOULDBELOWEREDASNEEDED P-•P� 000' TOP SOIL.
AFTER SEWER CROSSES OVER STORM _ ._'er 1� EACH SEWER SERVICE SHALL BE 6" 2. ALL PLANTS MUST BE HEALTHY,CONTAINER GROWN,AND FREE OF
PPE / • PESTS AND DISEASE.
INSTALL(2)119 GALLON STORAGE TANKS WITH A ���_ II DIP WITH CIEANOUIS AS SHOWN. -° I F-
PUMP(TO BE DESIGNED BY OTHERS).INSTALL A Y"SDR si/j ` � I I INSTALL STEEL SLEEVE IN FOOTING I - MINIMUM BUILDING 3. ALL TREES MUST BE HEALTHY WITH A STRAIGHT TRUNK WHICH MEET Z
13.5 WATERLINE FROM THE PUMP TO THE BUILDING t ^'� DO. AS REQUIRED TO MEET GRADE P THE LANDSCAPING REQUIREMENTS SPECIFIED.
.16'47' S ff// �) __ SETBACK LINE QYP) Q
4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ARCHITECT.
WORSHIP CENTER BUILDING 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. a
-Id 6/ CONCRETE PAD FOR HVAC 6. ALL LANDSCAPED PLANTING AREAS MUST BE COMPLETELY MULCHED AS Le.i
CLEANOUT INV 0-
- 4490,4:041.4113 /;,. ELEV:891.55 UNITS.SEE ARCHITECTURAL SHOWN. Z Q
ld �� il PLANS FOR DETAILS.(TYP) 7. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND O
4110, 4, 1 PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS H
SEWER SERVICE SHALL BE 66" CURB RAMP U
/ d OVER THE STORM(TYP) �� CLEANOUT INV PP) TO MAINTAINMAIA (INCLUDINGN HEALTHY BUTPLANT NOT LIMITED
. F Z
' ELEV:890.67 ) ■I II 8. BUT LIMBED TO: WATERING,SPRAYING, Z
_ MULCHING,FERTILIZING,ETC.)ALL OF THE SHRUBS,TREES,SOD AND z Q
-ld SEWER SERVICE SHALL BE 36" s ` ' ACCESSIBLE SPACES SHALL BE J I I SEEDED AREAS FOR A MINIMUM 60 DAYS AFTER PLANTING. (WATER MAY O
OVER THE STORM(TOP) s,ff'� 25 .4"OF 4,000 PSI CONCRETE ' I BE USED FROM AN ON SITE SOURCE IF AVAILABLE) oa
m O� NEW PROPANE TANK
/ 7' WITH 4 ABC STONE 9. A GUARANTEE FOR ALL TREES,SHRUBS AND SOD FOR 1 YEAR O F
1,000 GALLON GREASE ASK,s i .* /,.0 Fes;.R ,l BEGINNING ON THE DATE OF ACCEPTANCE BY THE ARCHITECT AND o
INTERCEPTOR TANK TO BE � 1 it� pyt TURNDOWNSIDEWALK
DESIGNED BY OTHERS ��`' ®� n I SHALL MAKE ANY NECESSARY REPLACEMENTS AS DETERMINED BY THE O
WHERE THE SIDEWALK IS
+--' ARCHITECT DURING THIS TIME. Q
nJ AGAINST ASPHALT(TYP)
�3 i( III/ • ...b 10. ALL MULCH PLANTING AREAS SHALL RECEIVE 3"OF PINE STRAW MULCH. -
rn Ah'':! I --I 11. WEED CONTROL MATTING IS REQUIRED IN MULCHED AREAS.
�fs / } © I 12. ALL LANDSCAPE PLANTING AREAS AND YARD AREAS SHALL BE FREE OF F
MOUND SOIL FIRMLY Y+r4�r�, �\ / <�., ) 1. PAVEMENT,GRAVEL,SUB-BASE AND ANY OTHER CONSTRUCTION TYPE
MIN A"LAYER OF AROUND RAISED ROOT BALL //B MATERIAL. IH APPROVED MULCH Q f 0( �, `� el 13. ALL LANDSCAPING PLANTS AND TREES SHALL MEET THE TOWN OF
TYM HC.o) r Ff �,'} 0-11 9' LINCAW COUNTY ORDINANCE.THIS INCLUDES MINIMUM CALIPER
� {`y� , j TOP VF EXISTING GRADE GRADE '4�'' / 1�yrI7 �1I.`,t 1+�� INCHES,HEIGHT AT PLANTING,CONTAINER SIZE,ETC.
1 v� 1K \\lir II 1,..0.11 8�I I 19. REMOVE STAKING AND GUYING AFTER ONE GROWING SEASON.
4 i� � 7 1 '-I T 'ores Y �, 1�+`If ' �
MIN OMIT COLLAR AROUND EACH
• IIy ;y1' I SHRUB WHEN IRRIGATION SYSTEM > �,.l�,' \ .,L - p
V TRENCH AROUND , yT" ,v�m PTH $PRESENT. y'S, O 0 R
ENTIRE FLAN BED ,A1111P11111%.• _l z. INSTALL TOP OF PLANT BALL 2, or.„ Y*Ff _ ` 4 g� N
EDGE OF I- I- ABOVE P ADJACENT GRADE RELY AS PIT . f q0 '+' N m
PwNR NG BED (Humus MIX
B. TA 1.25"PIN .^`AL' y f5 ill,
1 I #
IS FILLED AROUND EACH PLANT BALL (BENT) ; i f� # 24"SPILL TYPE CURB -( ��
cIN ur ROOTS AS NECESSARY 4 PLANT BALL AND PIT BENT F��, ,W IA I - ) BGUTTER(TY P) �1� z�$
CONTAINERIZED PLANTSaL,oM�M=EBE SETTLEMENT 6 K AND U 1 - ;..
THAT REPDRBDDNDTRUNK / 1. 40 o * = e m..
TYPICAL SHRUB PLANTING TAMP SOIL
UN ` it - O� W") 3
WI
_ . PARKING NOTES:
25 * i / / N0.OF SEATS-607
/ 17 REQUIRED PARKING 1 SPACE/3 SEATS=203
* �,- i \�'- 114 PIN EXISTING PARKING-114 SPACES Q
24"STANDARD CURE \+o►0000rr#** 1 N, 7�• 1 PROPOSED PARKING=95 SPACES Z
::1`
NonEs '' B GUTTER(TYP) / ♦06.. i u a/ TOTAL PARKING=209 SPACES
OR NYLON TWINE T j Q A. �j ;i) ACCESSIBLE SPACES=7 SPACES = Z Q
FROM BALL
2.SOAK ROOT BALL AND PLANT
IMMEDIATELY AFTER
INSTALLATION
3 KEEP SOIL AND MULCH AWAY ` ***Lb
� `�(
FROM TRUNK 4MIIIII__ ' Atil:::::;:ti.V.,:`,:,Up, _20'CLASS"A"BUFFER •1�R O = m
la
s LARD ER THAN TREE DIAMETER ff::':.::::1::.:::1:::';;;I:::.;;;:1;
„ L 11 / yh,
3M NYLON STRAP ��i�-- 40. ' 1 L• K; % PAVED ROADWAY \ 0 W O
,,.-' (/(/ __ � '1 1NV
�pp, J�.� g83 5 \ i= F- Z
AT FINISH GRADE: KEEP MULCH AWAY FROMNo10'X70'SIGHT f1��*o -gL , w r
2 ROOT CROWN
N TRUNK I"TO 2' .. TRIANGLES(TYP) I-_
-ae-WOOD STAKE '
cENrEREO3ie-HOLE MAXIMUM LAYER OF MULCH i .�`l•A.I Z
V
DRIVEN N LINE WITH STRAP , ♦ i .. ,. .. .. r m d
NSH ,wl / AA
2 O
GRADE I ^3i / y _ l 1 / I,
II VIEW
I rR�+�\ \�� U Cc, ✓q--2
1 ` ......
W 0 v
UNDISTURBED Z411 II- /•✓ 'R " `,
EARTH 711_II_II II'..Ir - � �-1 / O�882.38 INV � � � � 11 � Z
`� "_ \
BREMOVE TYPICAL EXCESS SOIL �I 7rTl L lslle- •- - - "J`-' V' ��R / .,7d _
REJECT PLANTS WITH UP TO 1'DEN 3. - �PLAMING MIX y�l/ (::•/Ll PEDESTALS / / O
FROM GROWER OVER ROOT "`�lL
SYSTEM,uMOR1•DERTH OW OW OW �® OW OW Z
-ooR BALL DIN. -MO
REMOVE TOP 1.BURLAP AND VARIES #5 PIN . ., ,,"''''; '.',,.' LAT:35.4484 J
0
/ANYNAILS/PINS ETC
AT THE CORRECT TO SETF BUTTRESS
ROOTS ' OFFSET TO FACE OF / ,LONG:-LONG: TTT
RAISE ' CURB 6'(iYP� T R�1 ATTHE ORRRDMRDGHTFIRMSOILUN K`I*
�,
FIRM SOIL UN Ep
60'
INLIC 40 0 40 80
". Ty7
TREE PLANTING DETAIL l� IllWey SHEET
EP - - _ �j
����(Alv R�� GRAPHIC SCALE - FEET C-4
RAND 1`1 1"=40' 4 of 7

DocoSign Envelope ID:4BB6E24B-851F-411A-8A60-158EFBBEE534
AGGREGATE SIZE:USE 2"-3"WASHED STONE.
DIMENSIONS OF GRAVEL PAD: 4-,
THICKNESS:6"MINIMUM C) E L
WIDTH:12'MINIMUM OR FULL WIDTH AT STEEL"T'POSTS(�8'O.C.MAX.(1.33
ALL POINTS OF THE VEHICULAR NOTES POUNDS PER FOOT) L.,
•
ENTRANCE AND EXIT AREA, r-WI 1.REFERENCE FIG.8.O6a OF THE CO O N
WHICHEVER IS GREATER. I LO N 4-'
DESIGN MANUAL. WIRE FENCE NOTES:
LENGTH:50'MINIMUM / III SILT FENCE WITH EXTEND FABRIC AND '1 U7 r N O C
INSTALL GEOTEXTILE FABRIC BELOW 4," II STEEL FENCE 14 GA.WIRE MESH WIRE INTO TRENCH C O CO CD ' 01
2.IN A WELL-DEFINED CHANNEL 1.FABRIC TO BE MIRAFI 100 ..I CO 1D CO CL 4-'
THESTONEBASE. P/ / POST T.P
rr0• EXTEND THE APRON TO THE TOP SILT FENCE ( ) OR EQUAL FILTER FABRIC. .H N M)N '-I
STORM WATER L . , - 0
W2 OF THE CHANNEL BANKS. SECURELY ATTACH TO 6X6,
L f PIPE ) HARDWARE WITH 14 GA. q' j O)U M CO O N
/ II to.S WIRE MESH FENCE.GA WIRE MESH SUPPORT 4-'2 O 01 Z C
O, �y 3.THE TOP OF THE RIP RAP AT CLOTH /// \/ 8 '' WIRE CO V V O
'� { THE DOWNSTREAM END SHALL BE (TYP) r'x:
/ �� '�• LEVEL WITH THE RELIEVING AREA FILTER OF 1" \/ a // ///�` 2.STEEL POSTS TO BE SET .0 C^^U) .
ara L�e' 1/ DIAMETER OF II I II I O Ilo \%/\ \ ��/ \ AT A DEPTH THAT IS 24" +4 O CO CO C+'5 f f4 i•] OR SLIGHTLY LOWER. WASHED STONE 3'FILTER p EFIp 8 �0001 t O ,.._,..4, MINIMUM BELOW GROUND O+''N N N N
1 +�,. _+,�! ff FABRIC ON CI I O O/ O C CO CO U C)
IIIIIOIIIIIIIIIIIIIIIIF'O. O OA O =�A _ RIP-RAP APRON GROUND YS• . Od4<t00@ LEVEL. CO R�---...-...-I
�McSf ". Iy��t` STONE a' )' u OOOjOa81004 TOP OF SILT FENCE 3.WOOD POSTS SHALL NOT BE USED 10 L X
•
4 '4 f�1�f '�'*•�•A La Do La w1 wz D Dso ti �� ; 0.e s eo ep ok Cr z
O t MUST BE AT LEAST O O CO U
MIN .AC1O , •,'X' ►4F0/: SIZE ' FCOw C S I ; .roe'04 1'ABOVETHE TOP 4.POSTS TOBESPACEDAT 333333
0 1 - ��� 12" 6' 3' T 1' 6" \_ +Oa tt ! Y _I CO4Pp0:::::::::,. OF THE WASHED STONE >4 O.' 8'-0"(MAXIMUM)INTERVALS
O....iv,-
O� �y...'O� 15" 8' 4' ID' 1' 6" ' /:O®Oyll O00�0�0 „p0 0'N' • 5.PROVIDE 4-FOOT-WIDE OUTLETS IN FENCE V
9c F .re1'O 17 J NOMINAL PLAIN 18' 9' S' 11' 1' 6" • >OCI60\0®6�',014� A6 , +< O i.
V'v�F I(J. RIP RAP BURY WIRE FENCE +Oa000 0N0 ,...............'......................................• 940 ve 1'
N1 STORM WATER 24' 13' 6' 15' 1.5' 6" BURY 6"OF �G.p®p.A\ .�� fEf EVERY 150 AND AT EACH LOW POINT IN
/ FENCE OUTLETS SHALL BE PROTECTED
l() SEE SCH. FILTER FABRIC AND O : WITH 8"THICKNESS OF GRAVEL (Ln
PIPE ( - OF FILTERE E II II II II II >\\\ i
36" 16' 8' 18' 2' 12" HARDWARE CLOTH IN ? // \�� r
42' 20' 9' 23' 2.5' 12' TRENCH \\ t 6.SILT FENCING SHALL BE PLACED
D1 D 46. 22. 11 26. 3' 12 FABRIC IN TRENCH \/ \ / N /N . = = 10'OFF TOE OF FILL SLOPES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE "" "" CROSS SECTION VIEW FRONT VIEW BURY WIRE FENCE '` �11�J1' N
LFILTER FABRIC AND K/ ,/.,//.>,//.�//�//�///.,/. ./ -1414 J
STEEL FENCE POST SET HARDWARE CLOTH IN l
B"OF#57 MAX.2'APART MIN OF TRENCH COMPACTED FILL N
WASHED STONE 18"INTO SOLID GROUND
FILTER 0
24"9 MANHOLE FRAME PRECAST.REINFORCED FLAT SLAB TOP OR FABRCNKET
AND COVER FLUSH WITH GROUND SILT FENCE DETAIL
U STONE OUTLET
RIP-RAP APRON DETAIL NTS
NOT TO SCALE
\/\\ /\ %�`•' //�//\\�//\� . INVERT PIPE
S2-
-�\J.�\\ - \��\��\; TOP LENGTH 100' �
2' Al �i ..A..
STANDARD ACCESS L X. .4 FLOW
1'
w- PANELS MIN BOTTOM LENGTH 88' ��S?`
>w >y 1 COMPACTED f J ry j NOTE: ,.�DAOUl1'• ky:
JL ! I w/ .. Tt "STRUCTURAL STONE'SHALL BE CLASS"B" rt
f i,t 1 `f Z SOIL >), Y y(i) 18"MIN. Fl-OW STONE
��'�� S{'yyy''y��{�/}",.'.�,4'',�'y
L iL/X\
%\/\\' /Y �//\\/ �/ � \�� No.5 STONEONTROL STONE"SHALL BE No.50R Q '��: '
',X:X< </i ///i\///i\/ X\X\/X\X\/i✓, X\X✓X/XVX\�r�,�'7l//i�// X\ PLAN `�--isssa��A63sgss`
2"SKIMMER WITH DIMENSIONS AREMINIMUMACCEPTABLEUNLESS 289OG
! ,1111111111111111111,
6'TYPICAL 2"PLATE OTHERWISE SPECIFIED BY THE ENGINEER. �/16/2
SECTION VIEW = STRUCTURAL STONE I�.;/}/G N� �`,`
TEMPORARY EARTHEN DIVERSION DIKE M.) o FLOOD STORAGE ZONE r3'MIN1 ..0 J POS,,.`'�
JUNCTION BOX DETAIL = """'
NTS Q >O .14
-F NATURAL GROUND
> > SEDIMENT STORAGE ZONE 1.5'
JUNCTION BOX NOTES: d O .�i 1 1.5 ! INVERT �IPE(FLOW
1. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. m _•.i, 8.�
STEEL"T"POSTS 6X6 WWF WITH STAKE TO SUPPORT . SEDIMENT CONTROL STONE
2, REINFORCING SHALL BE WELDED WIRE MESH IN FILTER FABRIC 9 GA.SUPPORT WIRE WIRE(TYP)
KNOCKOUTS AND#4 BAPS IN FLOOR AND CORNERS IN SECTION A-A
ACCORDANCE WITH AASHTO STANDARDS FOR H-20 LOADING.
,/ /7 Aipmmiiiiii
3. PRECASTER SHALL BE TINDALL CONCRETE,STAYRIGHT STANDARD ROCK PIPE INLET PROTECTION -
TANK,DUI CONCRETE,OR APPROVED EQUAL. Q
q, GRATE AND FRAME SHALL BE CAST IRON,NOMINAL 24'X A O .
38.GRATE RATED FOR H-20 WHEEL LOAD.FRAME SHALL
BE BY NEENAH,VULCAN,U.S. FOUNDRY,OR APPROVED U 0
EOVAL. 1S'WIDE SPILLWAY s L� '
BAFFLE(TYP) IIMIZ O
5. JUNCTION BOX SHALL HAVE PRE-CAST FLAT TOP IN LIEU 2ce
OF GRATE.SIZE AS REQUIRED. - O H
NORTH AMERICAN SKIMMER BASIN PLAN = P d ��" u Z
GREEN S75 MATTING NTS I - � `t „a„,„„, O 0
BOTTOM OF SEDIMENT TRAP OR APPROVED EQUAL (- • • } .- Vag" o (�
_ 15' WIDTH g � Z
-i /- -_
SEDIMENT TRAP BAFFLE DETAIL • • ( • " MATTING IN DITCHES -C°'" 0
NTS f
MATERIAL NOTES: 'Mae" axu„Ea wvxTaxa
NCDOT#5 OR#5] 1.WIRE FABRIC SHALL BE 14 GA.,6X6 STEEL WELDED WIRE MESH.
• •'o• + xro auxr ua0[a08aN /x,nercx ce
LL!
2.BAFFLE FABRIC SHALL BE JUTE MESH,COIR FIBER OR EQUAL. L '
WASHED STONE 3.T-POSTS SHALL BE 1.33 LB/FT STEEL POSTS,6'IN HEIGHT,SPACED �� �- -III -III OA
�... - , AT 6'INTERVALS. III - -III IIIIII-III-
INSTALLATION NOTES" (1.61M) -_ j a y T STAPLE:x[cx xaiTFxN
^ 1.DRIVE STEEL T-POSTS AT LEAST 24"INTO GROUND.WOODEN POSTS O O`J O O • • • /ap V ,I
\\ SHALL NOT BE USED. /� r STAPLE
it.� 2.ATTACH 6X6 WWF AND FILTER FABRIC TO T-POSTS WITH WIRE STAPLES. UNDERLAY RIPRAP - 1 X
. 3.BURY WWF AND FILTER FABRIC IN A MIN.8"DEEP TRENCH AND COMPACT 6" RIP RAP LINING WITH GEOTEXTILE s�
_' • SOIL OVER ASSEMBLY. • q'(•2M) • ^� �� STAPLE w s� T M
I� ,� d.BAFFLE SPACING SHALL BE AS FOLLOWS FROM INLET TO OUTLET: SKIMMER BASIN SPILLWAY FABRIC '� / Ir ,.. O
•: ,,; ,,� ,,` ' INLET ZONE-25%OF TRAP LENGTH a =1_ " 1 X N
�.� FIRST CELL-25%OF TRAP LENGTH NTS STAPLE PATTERN"D" . �..� CIJ_ DIAGRAM O m
SECOND CELL-25%OF TRAP LENGTH e /OUTLET ZONE-25%OF TRAP LENGTH NORTH AMERICAN GREEN MATTING ON SLOPES
an
STAPLE PATTERN D:4'(1.2M)WIDE ROLLS
INSTALL USIN.G 3,4 STAPLES/YD SC/(4.1 STAPLESMI SO),6"(15.2 CM), DIAGRAM2
19-GAUGE HARDWARE CLOTH 11GA.WIRESOISHAPEDSTAPLESLONGERSTAPLESMAYBE REQUIRED - _
4'MAX FOR LOOSE COIL CONDITIONS.LARGEE GAUGE STAPLES MAV BE NEEDED
(1/4 MESH OPENINGS) FOR COMPACTED OR ROCKYSOILS.SECURE RECPS BY PLACING MATTING INSTALLATION DETAIL
STAPLES/STAKES USING THE NOTED SPACING, W J�'�p
(SSTEE NOTE 3 1
(SEE NOTE s V 4 s-
J1 e e- =i e-e dq I GROUND STABILIZATION TIMEFRAMES
VMI- Me Me 11 Me Me SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS '
NCDOT#5 OR#5] ��II Mal -Ii Mi Mi ]DAYS NONE
PERIMETER DIKES,SWALES AND SLOPES
WASHED STONE ;MI- _II M HIGH QUALITY WATER(HOW)ZONES ]DAYS NONE
lit �e �e II ROM IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE NOT STEEPER
SLOPES STEEPER THAN 3:7 ]DAYS
MI- WINO
eM eM _II MOO
M eM 2' ARM ASSEMBLY -T\ THAN 2:1,14 DAYS ARE ALLOWED Z
MM MM II MM MM L 1 ALL R FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
___TIAMIVAP-J-
C ENCLOSURE ALL OTHER AREAS WITH SLPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS ABS HOW ZONES Z
16" teat I((( PERMANENT AND TEMPORARY SEEDING SCHEDULE O
ce
\j'\�~ \ \,k#;! WATER ENTRY GRADED AREAS: SEEDBED PREPARATION: V CI 0
2' PERSPECTIVE UNIT 1. APPLY GROUND AGRICULTURAL LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST 1. INSTALL SURFACE WATER CONTROLS IN ACCORDANCE WITH THE APPROVED PLAN. ce
__________1 VIEW RECOMMENDATIONS. 2. REMOVE ROCKS,ROOTS,AND DEBRIS THAT COULD INTERFERE WITH SEEDBED = _
PVC VENT 2. IF SOIL TESTS RESULTS ARE NOT AVAILABLE,APPLY LIMESTONE AT THE RATE OF 1.112 TO 2 TONS PER PREPARATION. = co
ILTERE x. PIPE SCHEDULE ACRE AND 10-10-10 GRADE FERTILIZER AT A RATE OF 800-900 LB/ACRE. 3. AREA TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF 4-6 INCHES USING A V ce O
WATE- PVC END CAP PVC 90.ELL PVC PIPE 3. INCORPORATE BOTH FERTILIZER AND LIME INTO THE TOP 4-6 INCHES OF SOIL.
RIPPER,HARROW,OR CHISEL PLOW. H W Z
4. TEMPORARY SEEDING SCHEDULE: Vl 1-
4. SURFACE FOR FINAL SEEDBED SHALL BE TO GRADE,SMOOTH,AND UNIFORM.
M \161I�� �II IIXX WATER SURFACE M�IEm �. SLOPES SHALL BE GROOVED OR FURROWED ALONG THE CONTOUR. 1 W II r
. .m,r=,.•� ,1 • �� REGION DATES SEEDING MIXTURE RATE I-
HARDWARE CLOTH&GRAVEL 1RI-11W1 PVC END CAP r'v MOUNTAINS FEB.1-MAY 15 RYE GRAIN 120 LB/AC. 5. APPLY LIME AND FERTILIZER ACCORDANCE WITH THESE SEEDING SPECIFICATIONS Q U Z
�A B. APPLY SEED AND MULCH IN ACCORDANCE WITH THESE SEEDING SPECIFICATIONS. m
�rl * KOREAN LESPEDEZA50 LB/AC. 7. RESEED AND MULCH AREAS WHERE COVER IS SPARSE OR WHERE EROSION HAS = =
INLET PROTECTION DETAIL PVC TEEJ
NTS PVC PIPE -SCHEDULE MAY 18-AUG.15 GERMAN MILLET 40 LB/AC. OCCURRED. 4 = 0
4.HOLESIN 40 PVC PIPE PVC TEE 60 ORIFICE PLATE AUG.i6-DEC.15 RYE GRAIN 120 LB/AC. Q H
UNDERSIDE Ce
CONSTRUCTION SPECIFICATIONS: (TYP) PIEDMONT JAN.1-MAY 1 RYE GRAIN 120 LB/AC. 0- 0> Z
KOBE LESPEDEZA 50 LB/AC. NOTES: O
1.UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. FLEX HOSE MAY 2-AUG.15 GERMAN MILLET 40 LB/AC.
1. MAXIMUM SLOPE ANGLES SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE
2.DRIVE 5-FOOT,1.33LB/LINEAR FOOT,STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. S AUG.18-DEC.30 RYE GRAIN 120 LB/AC. ADEQUATELY RETAINED BY VEGETATIVE COVER OR EROSION CONTROL STRUCTURES.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET,AMAXIMUM OF 4 FEET 'i \\\ BOTTOM SURFACE 2. ALL PERIMETER DIKES,SWALES,DITCHES ABS SLOPES SHALL HAVE FGRADICOVER Z``
APART. 5. PERMANENT SEEDING SCHEDULE: PROVIDED WITHIN]DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING/PIPE
LAYING.
3.SURROUND THE POSTS WITH THE WIRE MESH HARDWARE CLOTH.SECURE THE WIRE END VIEW FRONT VIEW REGIONDATES SEEDING MIXTURE 3. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE GROUNDCOVER PROVIDED WITHIN]
MESH TO THE STEEL POSTS AT THE TOP.MIDDLE.AND BOTTOM.PLACING A 2-FOOT FLAP
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. RATE DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING/PIPE LAVING.IF SLOPES
SKIMMER ASSEMBLY NOTE:ALL BASIN SLOPES SHALL BE 2:1 MOUNTAINS AUG.15-MAY 1 KY 31 TALL FESCUE 100 LB/AC. ARE 10'OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1,GROUNDCOVER SHALL
4.PLACE CLEAN GRAVEL(NCDOT#5 OR#57 STONE)ON A 2:I SLOPE WITH NTS OR FLATTER. AUG.20-APRIL I5 RYE GRAIN 40 LB/AC. BE ESTABLISHED WITHIN 14 DAYS. SHEET
HEIGHT OF 16 INCHES AROUND THE WIRE,AND SMOOTH TO AN EVEN GRADE. AUG.1-JUNE1 SWITCH GRASS 15 LB/AC.
4. ALL SLOPES 3:1 OR FLATTER SHALL HAVE GROUNDCOVER PROVIDED WITHIN 14 DAYS
5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,REMOVE FOLLOWING COMPLETION OF ANY PHASE OF GRADING/PIPE LAYING.IF SLOPES ARE
ACCUMULATED SEDIMENTATION,AND ESTABLISH FINAL GRADING ELEVATIONS. PIEDMONT SEPT.1-APRIL 15 KY 31 TALL FESCUE 100 LB/AC. GREATER THAN 50 FEET IN LENGTH,GROUNDCOVER SHALL BE ESTABLISHED WITHIN]
CENTIPEDE GRASS 10 LB/AC. DAYS.
B.COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. APRIL 16-JUNE 30 BERMUDA GRASS 25 LB/AC.
5. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL HAVE GROUNDCOVER
JULY 1-AUG.31 USE TEMPORARY SEEDING, ESTABLISHED WITHIN 14 DAYS FOLLOWING COMPLETION OF ANY PHASE OF
RE-SEED AFTER SEPT.I WITH PERMANENT SEEDING. GRADING/PIPE LAYING. 5 OF 7
6. APPLY STRAW MULCH AT THE RATE OF 4,000 LB/AC.ANCHOR STRAW BY TACKING WITH ASPHALT, 6. ON EXISTING LAWNS,ONLY REBEL FESCUE SHALL BE APPLIED.AND ASPHALT TACK
NETTING.OR A MULCH ANCHORING TOOL.IF USING ASPHALT TACK.APPLY AT THE RATE OF 0.1 GAUSY SHALL NOT BE USED.
(11 GAUSF).DO NOT APPLY ASPHALT TACK IN CLOSE PROXIMITY TO LIVE WATER.

DocuSign Envelope ID:4BB6E24B-851 F-411A-8A60-158EFBBEE534
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PLYWOOD co▪ - co
48"X 24" GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE CONCRETE WASHOUTS '-N O c
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment dischargec CO CD CD ' 63
PAINTED WHITE q pment to prevent of fluids. 1. Do not discharge concrete or cement slurry from the site. cp p 0 d
SANDBAG Implementing the details and specifications on this plan sheet will result in the construction 2. provide drip pans under any stored equipment. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local .-I N LO to '--I
BLACK LETTERS activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the and state solid waste regulations and at an approved facility. aai 0 o')co 0 0
10 MIL PLASTIC LINING sections of the NCG01 Construction General Permit(Sections E and F,respectively).The ++z co M z 0
f*1 Fl project. 3. Manage washout from mortar mixers in accordance with the above item and in
6"HEIGHT permittee shall comply with the Erosion and Sediment Control plan approved by the m V V 0
CONCRETE 4. Collect all spent fluids,store in separate containers and properly dispose as addition place the mixer and associated materials on impervious barrier and within 0 .0
dely not a ply dependinge nlon sitei conditions All and t and legated specifications shownh in this sheet = 0 =
WASHOUT maynot apply on and the delegated authorityhaving jurisdiction. hazardous waste(recycle when possible). lot perimeter silt fence. ++ 0 CO CO e++
I I pP yg gl 5. Remove leaking vehicles and construction equipment from service until the problem 4. Install temporary concrete washouts per local requirements,where applicable.If an 0++N N d ro
+ :13
I_I 1"LAG SCREWS SECTION E:GROUND STABILIZATION has been corrected. alternate method or product is to he used,contact your approval authority for ry c co co J CO
Required 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products review and approval.If local standard details are not available,use one of the two
Re red Ground Stabilization Timeframes •
ill f- x
in - to a recycling or disposal center that handles these materials. types of temporary concrete washouts provided on this detail. o O t6 U
Stabilize within this 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk V 2
many calendar Timeframe variations sections.Stormwater accumulated within the washout may Site Area Description y not be pumped into or
1 days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE discharged to the storm drain system or receiving surface waters.Liquid waste must
BERM T and disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. be pumped out and removed from project. V
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it X
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. can be shown that no other alternatives are reasonably available.At a minimum, N
SECTION A-A CONCRETE WASHOUT SIGN DETAIL perimeter slopes 3. Locate waste containers 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 IE
LATH AND NOT TO SCALE (OR EQUIVALENT) (b) High quality Water 7 None waters unless no other alternatives are reasonably available. spills or overflow.
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 7. Locate washouts in an easily accessible area,on level ground and install a stone Vi g
FLAGGING ON NOT TO SCALE from upland areas and does not drain directly to a storm drain,stream or wetland. entrance pad in front of the washout.Additional controls may be required by the b
(c) Slopes steeper than If slopes5. Cover waste containers at the en each workday an roving
t steeper than 2:1,14 days are a authori
slopes are 10'or less in length and are
3 SIDES 3:1 7 hd of h kdd before storm events or PP ty.
10' _ allowed provide secondary containment.Repair or replace damaged waste containers. 8. Install at least one sign directing concrete trucks to the washout within the project 10
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. limits.Post signage on the washout itself to identify this location. 0
L o 0 0 length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if 9. Remove leavings from the washout when at approximately 75%capacity to limit
O O O O -7 days for perimeter dikes,swales, containers overflow, overflow events.Replace the tarp,sand bags or other temporary structural U
Li (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. components when no longer functional.When utilizing alternative or proprietary
Zones 9. On business days,clean up and dispose of waste in designated waste containers. products,follow manufacturer's instructions.
Y \/ / -10 days for perimeterin dikes,swales, PAINT AND OTHER LIQUID WASTE caused by removal of washout.
(e) Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
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
0 O ' _< 0 0 there is zero slope waters unless no other alternatives are reasonably available.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. HERBICIDES,PESTICIDES AND RODENTICIDES
1'
A A 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. 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
cr+ 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 restrictions.
a O I O I activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 2. Store herbicides,pesticides and rodenticides in their original containers with the Dgcuu€tg necI by:
surface stable against accelerated erosion until permanent ground stabilization is achieved. label,which lists directions for use,ingredients and first aid steps in case of CA /�+
PORTABLE TOILETS accidental poisoning. ©ti�-ly'
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is E.....",„,
9l•,,
I ' 0 Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot possible or where they may spill or leak into wells,stormwater drains,ground water r6884SEj AB39a55=
O -‹ 0 techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place or surface water.If a spill occurs,clean area immediately. - 28JOF)
Temp0eamstablhzaelan Permanent Stabilization on a gravel pad and surround with sand bags. 4. Do not stockpile these materials onsite. - 28900
\ .Temporary grass seed co•erdwmr enso or •Permanent grass seed covered will straw or 2. Provide stakingor anchoringofportable toilets during periods of high winds or in high •�'',,N F '�:
SANDBAG //�\ rider mulches and tackifiers rtner mulches and caauaers BB ,O �IN6..(�>x,
• v g permanent Monitor
foont torp areas. ,�Q-........'( a
ti drosedin •Geaextilefabricssuchaa J.p0a
O O O O •Rolled erosion control us saes with or reinforcement mating 3. Morrie a parnsele dsantoilets ry waste hauler
properly dleakin of ortabl leaked material.
e HAZARDOUS ANDTOeICWASdE r tt
without temporary grass seed .Rydrorce en Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 1. Create designated hazardous waste collection areas on-site.
•Appropriately applied straw or aher mulch •Shrubs or other permanent plantings covered with properly operating unit. 2. Place hazardous waste containers under cover or in secondary containment.
0 0 •Plesdcaheetmg with mulch 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
•Uniform and evenly distributed ground cover
sufficient to restrain erosion EARTHEN STOCKPILE MANAGEMENT
10 MIL PLASTIC LINING BERM •Structural methods such as ronrrete,asphalt or 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least
wing walls h 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls
PLAN •gone"erosion control pmMctswith grass seed and surface waters unless it can be shown no other alternatives are reasonably
available. PART III
NOT TO SCALE SELF-INSPECTION,RECORDKEEPING AND REPORTING y
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of ..I
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. -
SECTION[:REPORTING Z Q
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access paint when feasible. 1.Occurrences that must be reported O 1-
BELOW GROUND po _ W
construction,selecting from the NC DWR List of PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
CONCRETE WASHOUT 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 Permittees shall report the following occurrences: U CI
3. A flocculants at the concentrations specified in the NC OWR List o Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated (a) Visible sediment deposition in a stream or wetland. .-
NOT TO SCALE Apply P ) PProve on disturbed soils for tent t control needs. O
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion temporary or permanent
NOTES. ee
4. Provide ponding area for containment of treated Stormwater before discharging (b) Oil spills if: 0 I-
offsite. • They are 25 gallons or more, O Z
1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover • They are less than 25 gallons but cannot be cleaned up within 24 hours, 0 0
2. THE CONCRETE WASHOUT SIGN SHALL BE or surrounded by secondary containment structures. • They cause sheen on surface waters(regardless of volume),or ci
.....
L..)
INSTALLED WITHIN 30'OF THE TEMPORARY = Z
• They are within 100 feet of surface waters(regardless of volume). _
CONCRETE WASHOUT FACILITY. = on
PART III PART III 0
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING (a) Releases of hazardous substances in excess of reportable quantities under Section 311 ce
of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA W
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING (Ref:40 CFR 302.4)or G.S.143-215.85.
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The (b) Anticipated bypasses and unanticipated bypasses.
personnel to be in jeopardy,the inspection may he delayed until the neat business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection.In addition,when a storm event of equal to or
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 (c) Noncompliance with the conditions of this permit that may endanger health or the
performed upon the commencement of the next business day.Any time when inspections described: environment.
were delayed shall be noted in the Inspection Record. '.3
Item to Document Documentation Requirements 2.Reporting Timeframes and Other Requirements O
N
(a)Each E&SC Measure has been Installed Initial and date each E&SC Measure on a copy After a permittee becomes aware of an occurrence that must be reported,he shall contact r'+
inspect (a,wng no
normal inspection records coon include: and does not significantly deviate from the of the approved E&SC Plan or complete,date the appropriate Division regional office within the timeframes and in accordance with the m
busin
•hours)
(1)Rain gauge Daily raa Daily rainfall amounts. locations,dimensions and relative elevations and si gn an inspection report that lists each other requirements listed below.Occurrences outside normal business hours may also be an
maintained in If no daily ram se gauge observations are made during weekend or shown on the approved E&SC Plan- E&SC Measure shown on the approved E&SC reported to the Division's Emergency Response personnel at(800)662-7956,(800) i g_
good working holiday periods.ana no individual-day rainfall information Plan.This documentation is required upon the 858-0368 or(919)733-3300.
order o - initial installation of the E&SC Measuresr if
a de record
(an).Days on whichn mil o rain fa e he E&SC Measures are modified after initial d2 c or.9,
zero. y se another rain momto g vice rred shall be recorded as
installation. Occurrence Reporting Timeframes(After Discovery)and Other Requirements O N o a z
(b E&)A phase of grading has been completed. Initial and date a copy of the approved SC (a)visible sediment • Within 24 hours,an oral or electronic notification.
(2)[ At least once per PPdenuficatgn of the measures inspected, Plan or complete,date and sign an inspection deposition ina • Within)c'alendar days,a report that contains a description of the
Measures 7 calendar days 2 Damof the inspection, report to Indicate completion of the stream or wetland sediment and actions taken to address the cause of the deposition.
and within 29 3.Namethe person performing the i construction phase. Division staff may waive the requirement for a written report en a
hours of a rain a Indication of whether the measures were inspection,
reseby-c se basis.a' re
event ILO inch in properly, ICI Ground cover is located and installed Initial and date a copy of the approved E&SC • If the stream is named on the NC 3031d1list as impaired s Description or maintenance needs roc Me measure, in accordance with the a approved E&SC Plan or complete,date and sign inspection pairs Q
6.Description,evidence,and data of corrective actions taken. Ppro p gn an inspe� related causes,the permittee may be required to perform additional
Plan. report to indicate compliance with approved
Z_
(3)Stormwater At least once per 1.Identification of the discharge potions inspected, monitoring,inspections or apply more stringent practices if staff
discharge7calendar days 2.Date and timeof the inspection, ground cover specifications' determine that additional re qued-wateruendeded to assure compliance 0
pulrallz lSDOsI and within 24 3.rvamepi the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. with the federal or slate Impaired-wales conditions.
hours of a rain Evidence of indicators of stormwater pollution such as all require is for all MSC Measures (b)Oil spills and • Within 24 hours oral or cloth/attic is otificatIoD The notification =
event>1.0lnch in a.seer,Floating or suspended sands or he ala,ration, have b en performed. release of shall Include information about the date,time,nature,volume and Z Q
24 hours S.Indication of visible sediment leaving the site,
6.ascription,evidence,and date of corrective actions taken. (el Corrective actions have been taken Initial and date a copy of the approved E&SC hazardouslocation of the spill or release. ce L.)
(4)Perimeter or a:least once per :r vlsMe sedimentation is found outside she limits,then a record to E&SC Measures Plan complete,date and ansigninspection substances per Item = •2
site 7 calendar days of the following shall be made: ° ° 1(b)-(c)above 7
report toindicate the completion Of the = H
and within 29 1.Actions taken to clean upon stabilize the sediment that has left (c)Anticipated • A report at least ten days before the date of the bypass,i/possible.
m 1d
hoursaf a rain the site limas, corrective action. bypasses 140 CFR The report shall Include an evaluation of the anticipated quality and cee Q
event>1.O Inch in 2.Description,evidence,and date a corrective actions taken,and 122.41(m)(3)] effect of the bypass
24 hears An explanation as lr the actions taken to control rt ore y) 1 1 t Z
releases.a 2-Additional Documentation (d)Unanticipated • Within 24how,an oral or electronic notification. r Z
Is)Streams or At least once per If the stream or wetland has increased visible sedimentation a um bypasses 140 CFR • Within 7 calendar days, report that includes an evaluation of the
In addition to the E&SC Plan documents above,the following items shall be kept on the peae a ad Lg2 r
weuanaa posse 7caendan days mhaatismle increased turbidity from me construction site 122.a1(m)(3)1 quality eHeRofthe bypass. 4 Q z
r offsite and within 29 stream has
then a record of ire folowing shall be made: (e)Noncompliance • Wehin 24 hours,an oral or electronic notification.
(where hours or a rain t.Descripton,evidence and dale of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the with the conditions • Within 2mlerMar tlays,arepon that contains adescription of me COm d 7
accessible) event>1.0 inch in 2.Records'of the required reports to theappmpriate Division Division provides a site-specific exemption based on unique site conditions that make this of this permit that noncompliance,and its causes-,the period of noncompliance, K = O
nO
24 hours Regional Office per Pan Ili,section C,Item(2)(a)of this permit requirement not practical: r,
of this permit. may endanger including exact dates and Imes,and if the noncompliance has not •C[ V
(6)Ground After each phase L The phaseof grading(installation of pedmeir Eric health or the been corrected,the antidpated time nnncnmpliance is expected M Y2
stabilization of grading measures,clearing and ginbbing,imuRatiar onion" (a) This general permit as well as the certificate of coverage,after it is received. ero ronment[40 continue;and reps taken or planned to reduce,eliminate,and d 0 Z
measures drainage futilities,completion clan land-disturbing CFR 122.410)(7)) prevent reoccurrence of the noncompliance.[40 CFR 122.410)(6). J
canon or redevelopment,permanent (b) Records of inspections made during the previous 30 days.The permittee shall record • Division staff may waive the requirement for a written report on a Q
Documentation a,r) L.)the required observations on the Inspection Record Form provided by the Division or case-by-case basis 2.grou trmt the reuired ground .
es hare been provided within me rcgmrcd ion a similar inspection form that includes all the required elements.Use of Z
measures
or an assurance gnat they will be provided as electronically-available records in lieu of the required paper copies will be allowed if =.
arenas possible. shown to provide equal access and utility as the hard-copy records.
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
maintained for a period of three years after project completion and made available
upon request[40 CFR 122.41]
SHEET
C-6
6 OF 7

DowSign Envelope ID:4B66E246-851 F-411A-8A60-158EFBBEE534
7'-0"NEXT TO PARKING LOTS (0 E
8" 36" 6" PAINT SAFETY
G
JOINT SEALER YELLOW 6" CONCRETE 4"-4,000 PSI d v SIGN "A" ^ . SIGN 4' 0 cD
•
1/8"RAD 1 PAVEMENT RESERVED 1.LEGEND&BORDER-GREEN 'C' CO U)_ n"+'
2.WHRE SYMBOL ON BLUE P
1/2" ' 1 SURFACE OF GUTTER -- � RAD.3' 1/4"PER FT. PARKING -LO N o
1 J-Eke
/8'RAD -I (� m ' __ _ 0 3. BACKGROUND-WHITE El
A' .-I-I N 111 Lo d.-1-1
SIGN c CO GO(D 0
T m 1v AS REQUIRED �p��",,,• -�'- [ SIGN"e' ,
14 IBQ���I /vim`' 1.LEGEND&BORDER-GREEN 10
1-2- J -� 4'OF 2. BACKGROUND-WHITE .p^ N ++2 CMD M 2 C
�� / ^ JOINT FILLER J-8 L COMPACTED ABC J J ® SIGN"C" z „'4 w 0
2 I �lf -� MIN (FOR SPACES SO DESIGNATED) o 0 2"STEEL o 00 0o c+'
1.LEGEND&BORDER-GREEN
TRANSVERSE EXPANSION JOINT 12' 2.BACKGROUND-WHITE z PIPE 'o c m GNG Gw Ow
TYP. CROSS-SECTION OF SIGN"a" o WISHED a 3
CURB AND GUTTER IN CURB AND GUTTER PLAN VIEW LL 4
NTS NTS SIDEWALK AGANTSSST PAVEMENT SIGN R7-8 GRADE o `o cxe c�
JJOTFS. $m V M U_z
GENERAL NOTES FOR CURB AND GUTTER: AN NNCo T FR E,GRATE'OR 12" 11
2 MO CONDITION#1 PEDESTRIAN PATH L UIU
0,0) DOES NOT PASS UNDER OR •V
FRAME AND GRATE AROUND SIGN. 12"DIA.
1. CONTRACTION JOINTS SHALL BE SPACED AT 10' MAXIMUM' X 24"
INTERVALS,EXCEPT THAT A 15'SPACING MAY n9990099999 VARIES-SEE PLAN PENALTY CONDITION W2• PEDESTRIAN PATH a'
BE USED WHEN A MACHINE IS USED OR WHEN -L 2 COURSES OFF COMPACTED w 3/8'TYP. GOES BY UNDER,OR ONCRETE JOINT SEALER BRICK WITH MORTAR 4"-4,000 PSI BACKFILL $250
SATISFACTORY SUPPORT FOR THE FACE FORM �� /.TI= CONCRETE 1 1/2"BELOW J 3/8"TYP. AROUND SIGN.
�" SURFACE OF CAN BE OBTAINED WITHOUT THE USE OF TEM-
PLATES ��� %� OW= E
s1D wALK BARRIER FREE SIGN DETAIL
PAVEMENT AT 10'INTERVALS. JOINT SPACING '"'"-,. 1.REGARDLESS OF AGE,ALL NTS C
SIGN"B"
MAY BE ALTERED BY THE ENGINEER TO PREVENT ACCESSIBLE SPACES SHALL
maziommie UNCONTROLLED CRACKING. SIGN R7-BD BE IDENTIFIED BY ABOVE-
STANDARD ACCESS V a"OF GROUND SIGNS ONLY. J
-iF-1/2' 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE !^ PANELS COMPACTED ABC f 12"y 2.NEW SPACES SHALL NOT USE W
JOINT FILLER USE OF TEMPLATES FORMED BY OTHER APPROVED V-IES + GROUND-PAINTED SYMBOLS. V1
METHODS.WHERE SUCH JOINTS ARE NOT FORMED (SEE PLANS) TYP. CROSS-SECTION OF o c. 3.ACCESSIBLE SPACES ARE O
BY TEMPLATES,A MIN.DEPTH OF 1 Yi"SHALL BE VAN REQUIRED TO BE STRIPED
TRANSVERSEINSIDEWALKION JOINT OBTAINED. SIDEWALKS NOTAGAINST PVAfT. O ACCESSIBLE OFF ONLY,BLUE COLORING
NTS 3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH +J IS NOT NECESSARYAI NOR REQUIRED. U
I 4. USE WHITE PAINT ON ASPHALT PAVEMENT
JOINT SEALER. PER STRIPING SPECIFICATIONS.
(ONE REG'D EVERY 30'AND SIGN°c" 5. ALL STRIPING PAINTED ON PARKING SPACES
AGAINST ALL OTHER EATERIDR VAN ACCESSIBLE SIGN SHALL BE ONE COAT OF GUDDEN SERIES 22683
HARD ABMHG'VERTICAL SURFACES.) 4. EXPANSION JOINTS SHALL BE SPACED AT 90'IN- °
TERVALS AND ADJACENT TO ALL RIGID OBJECTS. �a
EQUAL
LATEX WHITE TRAFFIC PAINT,
OR
OR EQUAA L APPLY 2.0 MIL DRY FILM THICKNESS MINIMUM.
5. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. SECTION VIEW
BARRIER FREE PARKING SIGNS DETAIL
CATCH BASIN (CB) & DROP INLET (DI1
NTS 3"S9.5B VARIES
PAVEMENT PARKING AREA I ,Roetlsla ed,¢Y:
CATCH BASIN NOTES •,. '
1.CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. 8'ABC CONCRETE CURB r
A ` '' !a•' -
2.REINFORCING SHALL BE WELDED WIRE MESH �_ 46884A8P 6AB3445x
IN KNOCKOUTS AND/4 BARS IN FLOOR AND
2BJD6
CORNERS IN ACCORDANCE WITH AASHTO - -
STANDARDS FOR H-20 LOADING. / Y J �', I q 4• ' 1/16/2ASA ' ^
3.PRECASTER SHALL BE 11NDALL CONCRETE. a 44 45 is�1 } 'A V.11 1 ', 11• (% } -':'o� /G I1,i.-' .
STAYRIGHT TANK,D&M CONCRETE,OR `r 70 �4ii • t O "••.P(
APPROVED EQUAL �N��OA+S�VA�*40.LNMY�iNN�00�N:0�NN%�$NiV `V �JyA 1:12 "''� J PC�.```�
4.CATCH BASINS SHALL HAVE A STANDARD D.O.T. ■ I .FA% MAX """'
FRAME,GRATE,AND HOOD OR PARKING LOT I
GRATES AS REQUIRED.
5.NO WAFFLE BOXES ARE ALLOWED. OMPACTED SUBGRADE
(PER SPECIFICATIONS) 0
1' 6' 5' A' I'
TACK COAT ON STONE AND
BETWEEN ASPHALT LAYERS
STANDARD ASPHALT PAVING BARRIER FREE RAMP DETAIL
NTS NTS y
CONCRETE CURB W/(2)#4 BARS CONT.
Z
8 5/8"CHAMFER O 4
EXPANSION JOINT MATERI F MJ
FINISH GRADE a CI
Z
2 0
CONCRETE SIDEWALK 4^ OU r
6 0
I I o =
Mil 1
a ce
MINIMUM TRENCH WIDTHS a . y
PIPE DIAM.MIN.TRENCH WIDTH • I I II ( I I I Q
ri a 4"
21�� 0
FINAL (100mm) (533mm)
BACKFILL 6" 23" SECTION A-A
(150mm) (584mm) NIX
MIN.COVER TO MIN.COVER TO 26
RIGID PAVEMENT,H FLEXIBLE PAVEMENT,H (200 ) (660mm)
10"mm 28"
/ L6, ����\ ��
d ,.;. L r. (250mm)
(300mm) (711mm)
(762mm)
} I " , ; (375mm) 64mm)
c
M1` ; 'vs:'e, INITIAL 18" 39" N
z SPRINGLIKE 1 ,u ` BACKFILL (450mm) (991mm) m
2"-3' S9.5B OR SB.SC 11"B25.0C BASE COURSE �� {.!` 24" 48'
SURFACE COURSE z F U 1 _ -v HAUNCH (600mm 1219mm
( ) 6"k)OR 10"0 CAST IRON i
EXISTING EXISTING I��a.,i ' �' _� 30" ss^ VALVE BOX WITH LID THREADED CAP
'�¢ (750mm) (1422mm) z
°¢wi BEDDING _ e m
1'-0" 2'-0" x 2'-0" 1'-0" WREO� 4"FOR 12"-24"PIPE 1 0m 24^ WITH THE WORD"SEWER" WITH A2"NUT S;..3 s
(9002" (1626mm) p N o 5
6"FOR 30'-60"PIPE SUITABLE 42" 72"
■ ■ mti LLo� MIN.TRENCH WIDTH -6 w
z�Na (SEE TABLE) FOUNDATION (1050mm) (1829mm)
�ryx 48" 32 �y v��v�� a a a
o (1200mm) (2032mm) ' ,• p�p�1 ,,, �, �,
tC71.11M (1500mm) (2438mm) Q
NOTES:
Z
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE
D X W (PIPE IS PLACED UNDER EXISTING PAVEMENT) FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW 0Q
APPLICATIONS",LATEST ADDITION = Z
15" 1'-7" 7'7" Q
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, (J CI V
18" 1'-10" 7'-10" v1 ce J
WHEN REQUIRED. 24"MIN. = =
7
e S9.5B OR MSC Z N F = m ce
30" 3'-1" 9'-1" SURFACE COURSE 3 3. FOUNDATION:WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A
a 36" 3'-8" 9'-8" W H DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE L) ce 0
/ H 1-
11"B25.00 BASE COURSE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH ('I 45°BEND y Z
42" 4'-5" 10'-5" / ` o¢FL w BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
48" 5'-0" 11 ° EXISTING 7 / EXISTING ,~Q ` SOLVENT-WELD a 11.1
0
Q W a 4. BEDDING:SUITABLE MATERIAL SHALL BE CLASS OR II.THE CONTRACTOR SHALL PROVIDE (1)45°WYE `. JOINTS Q (.) Z
x z'-o" ,'-0" 1-"L"y DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE ` GO 0- =
w W ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24"(100mm-600mm);6"(150mm) 1 J
- w - 3 a O FOR 30"-60"(750mm-1500mm). aII II Q . Q
5. INITIAL BACKFILL:SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS Z
THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL 0- 0 _.
SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,LATEST Q
G EDITION. 4°OR 6"SCH 40 PVC 0
6. MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS) Z
IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED PREVENT FLOTATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H,IS 12"UP TO 48"DIAMETER PIPE
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) SHEET 1 Of 1 AND 24"OF COVER FOR 60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
TYPICAL CLEAN-OUT DETAIL
654 01 PAVEMENT OR TO TOP OF RIGID PAVEMENT.FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER,EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. NTS
7. MATERIAL CLASSES ARE DEFINED IN ASTM D2321.IN GENERAL,CLASS I OR CLASS II MATERIALS ARE SHEET
GRAVEL OR SAND WITH VERY LITTLE FINES AND WITH NO PLASTICITY.SUBMIT PROPOSED MATERIAL
INFORMATION TO ENGINEER FOR APPROVAL PRIOR TO USE.
C-7
STORM DRAIN PIPE INSTALLATION DETAIL
7 OF 7