Altec Creedmoor-Chassis Storage Lot & Front Lox Exp (print to PDF reduced)

SHEET INDEX
SHEET NO.
SHEET C0.0
SHEET C0.1
SHEET C0.2
SHEET C0.3
SHEET C1.0
SHEET C1.1
SHEET C1.2
SHEET C1.3
SHEET C2.0
SHEET C2.1
SHEET C2.2
SHEET C2.3
SHEET C2.4
SHEET C2.5
SHEET C2.6
SHEET C2.7
SHEET C2.8
SHEET C3.0
SHEET C3.1
SHEET C3.2
SHEET C3.3
SHEET C3.4
SHEET C3.5
SHEET C3.6
SHEET C3.7
SHEET C4.0
SHEET C4.1
SHEET C4.2
SHEET C4.3
SHEET C4.4
SHEET C4.5
SHEET C4.6
SHEET C4.7
SHEET C4.8
SHEET C4.9
SHEET C4.10
SHEET C4.11
SHEET C4.12
SHEET C5.0
SHEET C5.1
SHEET C5.2
SHEET C5.3
PROJECT NOTES
SHEET NAME
TITLE SHEET
EXISTING CONDITIONS
PHASE PLAN
LANDSCAPING DETAIL PLAN
SITE PLAN - OVERALL VIEW
SITE PLAN - PHASE 1
SITE PLAN - PHASE 2
SITE PLAN - PHASE 3
GRADING & DRAINAGE PLAN - OVERALL VIEW
GRADING & DRAINAGE PLAN - PHASE 1
GRADING & DRAINAGE PLAN - PHASE 2
GRADING & DRAINAGE PLAN - PHASE 3
STORM PIPE PLAN & PROFILE PHASE 1
STORM PIPE PLAN & PROFILE PHASE 1 & 2
STORM PIPE PLAN & PROFILE PHASE 2
STORM PIPE PLAN & PROFILE PHASE 2 CONTINUED
STORM PIPE PLAN & PROFILE PHASE 3
HYDROLOGIC PLAN WETLAND POND C
HYDROLOGIC PLAN -OVERALL SITE PRE DEVELOPMENT
HYDROLOGIC PLAN- PHASE 1 POST DEVELOPMENT
HYDROLOGIC PLAN- PHASE 2 POST DEVELOPMENT
HYDROLOGIC PLAN- PHASE 3 POST DEVELOPMENT
HYDROLOGIC PLAN -OVERALL SITE POST DEVELOPMENT
STORMWATER CONTROL MEASURES AND LANDSCAPING PLAN
STORMWATER & MAINTENANCE EASEMENT DEDICATION MAP
EROSION & SEDIMENT CONTROL NOTES
EROSION & SEDIMENT CONTROL PLAN - PHASE 1 - CLEARING
EROSION & SEDIMENT CONTROL PLAN - PHASE 1 - GRADING
EROSION & SEDIMENT CONTROL PLAN - PHASE 1 - FINAL
EROSION & SEDIMENT CONTROL PLAN - PHASE 2 - CLEARING
EROSION & SEDIMENT CONTROL PLAN - PHASE 2 - GRADING
EROSION & SEDIMENT CONTROL PLAN - PHASE 2 - FINAL
EROSION & SEDIMENT CONTROL PLAN - PHASE 3 - CLEARING
EROSION & SEDIMENT CONTROL PLAN - PHASE 3 - GRADING
EROSION & SEDIMENT CONTROL PLAN - PHASE 3 - FINAL
EROSION & SEDIMENT CONTROL PLAN NOTES
EROSION & SEDIMENT CONTROL GROUND STABILIZATION
AND MATERIALS HANDLING DETAILS
EROSION & SEDIMENT CONTROL SELF -INSPECTION, RECORD KEEPING
AND REPORTING DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS - SAND FILTER 1
CONSTRUCTION DETAILS - SAND FILTER 2
CONSTRUCTION DETAILS EROSION CONTROL
PARCEL NO./MAP NO.:
DEED REFERENCE:
TYPE OF DEVELOPMENT, PROPOSED USE. MANUFACTURING, MANUFACTURING
PROPERTY SIZE 100.03 AC.,
EXISTINGPARKING LOT
ROOF
DISTURBED AREA
PROPOSED PARKING LOT -PH1
'PARKING LOT -PH3
1670,072 SF
325,140 SF
811,263
647,553 SF
208,830 SF
WATERSHED
WATERSHED O WATERSHED PROTECTION OVERLAY
UPPER FALLS LAKE
GENERAL REA(WPOGA)
ALTECPROPERTY OWNER PROPERTY OWNER ADDRESS INDUSTRIES,
AVEDs,IG.
ADDITION AREA
ENGINEERIAPPUCANT CAPRINE ENGINEERING, PLLC.
E CHRIS ECKROATE, PE
ENGINEEDAPPUCANT ADDRESS 200 OFFICE PARK DRIVE
BIRMINGHAM, AL 35223
LOCATION .P
BUILDING SETBACKS
SEE SHEET
ACTUAL BUILDING HEIGHT EXISTING NEW ADDITION 26 PT.
NONE
DUSTING BUILDING AREA WA SF
FLOOD INFO ZONE K FIRM NO.3720088600J
ZONE
1. THIADDITIOS PROJECT IS NOT WITHIN FIVE (5) MILES OF PUBLIC AIRPORT.
2. THERE ARE NO NEW BUILDINGS ASSOCIATED WITH THIS RE -DEVELOPMENT
3. ALL SIGNS TO BE SUBMITTED SEPARATELY.
OVERALL SITE AREA SUMMARY
TOTAL SITE AREA 4,357,307 SF
p80,60 d10002 SF
ETSITEREAm 2,887,235 SF
Eer8NAL El. ALLOWED ON SITE 2,021,065 SF
�ff rPROJECT SPECIFIC AREA SUMMARY
TOTAL PROJECT LIMITS AR.
EXISTING
B WITHIN DISTURBED AREA
M
PROPOSED B.
at_ IMPorIOUS AREA:
NET B. CHANCE (THIS PROJECT ONLY).
cE(OOVERALL?T .
811,200 SF
1,023 SF
1,028 SF
648,581 SF
645,581 SF
647,553 SF
647,555 SF
CURRENT DENSITY WITHIN NET SITE AREA: 15.70E
1-1100-621-4149
North Carolina One -Call Center
1-800-632-4949
[phone]
(Greensboro Area)
Call Two Working Days Before
You Dig
Its The Law
SITE IMPROVEMENTS PLANS
FOR
A CHASSIS STORAGE LOT
& FRONT LOT EXPANSION
FOR
ALTEC INDUSTRIES INC.
1550 AERIAL AVE., AND 1515 IVAC WAY CREEDMOOR, NORTH CAROLINA 27522
GRANVILLE COUNTY PROPERTY ID'S #088703106437, #088601186750 AND #0886098369
Vicinity Map
Not To Scale
rill PUNNING• CIVIL ENGINEERING•CONSULTING
200 CHIC F'ARK DRIVE, SUITE 215 BIRMINGHAM, ALABAMA 35223 0:1205)4235082
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG.NP-16291
PROJECT LOCATION
CAPRINE
Benchmark
BM ELEV. 380.05
RAILROAD SPIKE IN POWER POLE.
ALONG WEST RIGHT-OF-WAY LINE ALONG
AERIAL AVENUE AT NORTH END OF GRAVEL
PARKING LOT.
OYER
State Map
Not To Scale
Contact Information
• Civil Engineer
CAPRINE ENGINEERING, PLLC
200 OFFICE PARK DRIVE, STE. 215
BIRMINGHAM, AL 35223
(P): [phone]
CONTACT: E. CHRIS ECKROATE, P.E.
NC PE LICENSE i038850
• Owner
ALTEC INDUSTRIES, INC.
1550 AERIAL AVE.
CREEDMOOR, NC 27522
(P): (919) 5288029
CONTACT: MR. TOKSO PAK
• Municipality
TOWN OF BUTNER
415 CENTRAL AVENUE
BUTNER, NC 27509
(P): [phone]
CONTACT: MR. MICHAEL CIRIELLO, DIRECTOR
FOR PERMIT 06.23.2020
C0.0 1of42

ENIENTS
•
S.R. 1108
EAST LYON STATION ROAD
R,euc v.
40' SETBACK
t
h �
Legend
- SONE
- ZPVE
gg
EX,SPNG CHASSIS
STORAGE LOT \
VEVE0T9 BUILDING a�
SG
DOSING PO. PG,
GRAPHIC SCALE
Su91cnNC IlE051612L
DUTCHMLfE TOWNSHIP — CRANNLIE COUNTY, NC
PIN 0886-09-8369
MAP/ 088601098389
D.& 1881 PG 36
P.& 17 PG 155
BME: THE BOUNDARY AND TOPOCRPAIIC
SURVEYING WAS PERFORMED BY PULY1EIT
SURVEYOR& PUG CAPR/NE BVOW.MRING, LLC
MAKES NO REPRESENTATION AS TO THE ACCURACY
OF NE INNF8AMATIOV SHORN HEREON AS PART OF
THE SURVEY.
4LRVFWND PFRFIRMFD AND PROW.) RY.
PUCKETT SURVEYOR& PILO (NC REG P-11610
SIEPNEN M. PUCKETT, PLR
1555 NC 58, SUITE 2
CREEDMOOR, NC 27522
919.5288900
WCE
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EXISTING CONDITIONS
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PROJECT NO.19.007
SCALE:1"=EO'
DRAWN: HR I REVIEW: CE
C0.1
SHEET 2 OF 42

ril CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
/l CLEARING ONLYa lu lleyjllIlf�
°
/ - .. Ir.. �.. I
���5 —PHAS 3E BUA
jiall
EXISTING / / SAND FILTER J . /J
IMPROVEMENTS �ji, _ /� r:i{: /�//
/p /) �� �_
l el EXISTING/
/
/��/ ' _``- -
♦`CLEARING ONLY �
is �
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IIMPROVEMENTSSTRUCTURAL
o� ,�
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PHASE 1 BUA •;i''ag'���/
...Ily '/
SAND FILTER A /
EXCESS - / /�
■ �/ j �j// ( EXISTING i
AREA ♦//`�- 7>I I IMPROVEMENTS \ I�
\ ♦♦�/ HASEI BUA \.. .\ \ ¢
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CLEARING/�
} ' . % SAND FILTER F - /
ilip
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WETLANDS &
DET POND II '��'/; //
/ /
(/ �`l '�� '+ l
PHASING PLAN - PHASE 1
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s
/ / SCALE: I'0'
\
'411� \ IIrI I SCALE: I"=1
�, ?: \ 0V
xy�
Lech
_ —
//�.
TMpRovENTS
•y .g ,..
_ - EXCESS
c - STRUCTURAL
FILLAREA
PHASE PLAN
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
r�rcai'>i«+i r
it .-
/' J7
'r4,r7'
-' --
/ �
as
rxwsxo GRADE rovmiw
----36o-- r.,smo GRADE ccrrrara
GRAPHIC SCALE
EXISTING
�` J��__ - _ _ ,/ IMPROVEMENTS
� PHASE BUA / /\
) `/Y \� °
/ ._ / \\ ° \.
I °
\J� SAND FILTER D / _\ffil
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ii
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I �j�j�j�j�j�j///III���IIILLLIII / 19 l
oilE a t IMPROVEMEE/ENNTS� O dam/
Vlnl i ,1'� Il
PHASING PLAN - PHASE 2
y
PROJECT NO. 19.007
'®' �
1C ^/
V O• L
SHEET 3 OF 42
b� �,... _- / SCALE : I'3I00'

EXISTING TREE ENLARGED VIEW
SCALE r=40'
smq
[mark
00 WS (INC o
HOLESCKAGE THROUGH
10' PRIVACY SLATWER'
1wKA Pm'!
6' CHAIN UNK PRIVACY FENCE DETAIL
LANDSCAPING PLAN
scA5_1 =too'
ID
NAME
bIAMETER
32
SWEET GUM
14
33
WILLOW OAK
35
34
SWEET GLIM
35
OAK
20
36
OAK
37
PINE
38
WILLOW OAK
39
SWEET GLIM
14
40
MAPLE
41
SVIEET GUM
42
14
43
OAK
44
SVIEET GUM
45
OAK
46
OAK
47
PINE
14
48
50
PINE
SWEET GLIM
PINE
52
53
WILLOW OAK
WILLOW OAK
OAK
21
54
BRADFORD PEAR
55
BRADFORD PEAR
56
BRADFORD PEAR
57
SWEET OLIM
58
PINE
59
MAPLE
60
PINE
BRADFORD PEAR
62
PINE
63
PINE
64
WILLOW OAK
65
WILLOW OAK
14
66
PINE
67
WILLOW OAK
21
68
PINE
21
69
PINE
70
SWEET GUM
PINE
72
PINE
73
PINE
74
PINE
75
PINE
76
PINE
77
PINE
14
78
SWEET OLIM
79
PINE
80
PINE
23
PINE
82
PINE
83
PINE
84
PINE
85
PINE
86
PINE
87
PINE
88
PINE
89
PINE
90
PINE
PINE
92
WILLOW OAK
93
PINE
94
PINE
95
PINE
21
96
PINE
97
PINE
98
PINE
99
PINE
100
PINE
101
PINE
PROTECTED TREE ID TABLE
REMAINEXISTING (SEE GREEN
IANDS PAINNA
SCREENTABLE)
CBE ; CHAIN
LA
PRO NASRNALT
SToRAGE,PA NG
/,i
EAST LYON STATION RD.
AREA. SEE ENLARGED
IEW.
STING GREEN
REMAIN
IrrALL F
GALVANIZED 10. CHAIN LINK
MATCMEI
STALT
ORAGI,ROPOSEDE/PARKING
Nam; "� �.
ASPHALT PARKING
A
Ole
=T LYON STATION RD.
C - R.O.W.
EN INGALVANIZED STALL
NLINN
_ FENCEWI SLATS TO
— — — —� MA FENCE.
EXISTING TREE PROTECTION ENLARGED VIEW
SCALE 1"=20'
�I�EE°�rr`oA�o R"1-1on�I,"�`TE—s,
V-E)ONE.=VriTNINTNETREE CRON
aasmIG LANEMAPING'AIEELL
DAMON EPEE
EAL{9L p.ai
SEPESIEN
YAggwqNtSTAWYJEWAR
WIl
cIE. gU qn
P.E.*ANE fl10CATA W T
YENNWEEY1 EFIAS ADA WA NH
MM MMDMEE.D[u WA NH
PA.S.. MW NH
NNW 1.5701 1LIN NH
WTY_'Th 1' e
I m[F P.PoIFcnaV ZaVE I
TREE PROTECTION ZONE DETAIL
Legend
ENISPNO LANDSCAPINO SORELY POPE TO RBI.
EVENTS NEES TO RENAIN
5
5
LANDSCAPING DETAIL PLAN
PROJECT NO. 19.007
SCALE: 1"=100
DRAWN: HB I REVIEW: CE
CO.3
SHEET 4 OF 42

S.R. 1108
EAST LYON STATION ROAD
GRAPHIC SCALE
LA
8
5
SITE PLAN - OVERALL VIEW
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PROJECT NO. 19.007
SCALE:1"=60'
DRAWN: HO I REVIEW: CE
C1.0
SHEET 5 OF 42

GENERAL NOTES
NO REPRESENT... AS TO TIE ACCURACY .E SURVEY 11.010.11. SHO
COORDINATE
%LEVa�mHNTN�T ALEMnLLa
OTEP
1100. TIE
u.u.TCD. arm NmoT Ecw avr waver wTNw a arv, roaN Ary eR .11 ,,,,EZHAITS,„4,,Hlt BE IN POSSESSION OF 01 REWIRED PENNI. PRI. TO ANY
IS POMO TIE MORAL ALL
'P'41rErr NIPA IL. AND TC. DAMAGED DURING CONSTRUCTOR THAT
CEMENT CF ALL CONCRETE. SIDENAL.
ARE NOT A PART OF ME SLOPE CIE .E PRO.ECT AREA. ALL DIS.RBED AREAS
MAT ARE 11,0; A PART Of ,THE SCOPE OLT; OR YITHILlyTILTRZJECT AR. SHALL BE
ROPE SHALL BE LIONIPSTED BY A WALE. TO .00MT GE
T ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOT.. SAID CENSULTANT
ID ANY DICESS SOIL MATERIAL AND/ UNSUITABLE STE MAI MAL SHALL BE MA L EYE SIE AND
RIE OHNE. GELTE.VICAL ENGINE. AND ME MM. IMMEDIATELY
ALL SPOT ELEVAIEWS SHOW RETLECT ELEVATIONS AT CUTE.. ASPHALT OR GROUND LE.
OTHERWISE NOTED.
TO TIE FACE CIF CUM FACE BUIL.. OR CF-NTER OF STRIPE UNLESS
AO, ',,Z,Zggv'SATIPLIM
BUFFLR THAT ARE TO Rae,. UNTOUCHED AS THIS PART PROJECT ANY co anin
/cr+
g IrLII awwc ro SLROss1, ASPHALTIC CONCRETE -a sal
TA. COAT
(107017M NOD.aV1
�OER COURSEFpNy
6" MUM. STONE CAB.
(IDES 911. CONFORMINGCOMPACED IN-E. SOIL OR UNDERCUT AND
CEMENT AT
00-50 rs/SPORY .END TED
TYPICAL SECi7ON
HEAVY DUTY
ASPHALT PAVEMENT
N T S
grIE.rff7:'
PRIME COAT
RFA
514
RASE (100%NPR CONEVI VO
C.APAC.D IN-SIRI SOIL OR UNDERCUT AND
�REP.CED STRUCTURAL FILL AS PER .0.
EvDYED BY OWES ED BY INDEPENDENT TESTING AEEv �i
TYPICAL SEC77ON
LIGHT DUTY
ASPHALT PAVEMENT
NN.rs
\EmSTNG CHASSIS
STORAGE LOT
GRAPHIC SCALE
v
«CURBa0�TTER
JCEY NOTES oEsxav goon gr rorvTNzt
gru
NEsgxun aPA ro tc0J. aim IMPROVEMENTS TO
Twru SECTmINSTALL N HEAVY DUTY ASPHALT PAVEMMT. sm
ruerns07.0 mSTALL ✓0707 DUTY ASPHALT PAVEMENT. arc
AND o INSTALL cavcuTE cuae A. GUM.. AIL (SHEET
INSTALL SAND NITER gm. SEE DETAIL Iv MET
cs. r) sr
xcHaNTm eiax reErarexc wau. v rrnveacroe
©r Ds.D arm irl WOE CURB SCE... SEE DETAIL.
0
nONV arm To ommE n rs AEsmrncaur PTEAswa.
ION
uvrs n AND INSTALL
NElUNOS IMPACTS
mar D.s TOao.
0
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PROJECT NO. 19.007
CALF: 1"=50'

GENERAL NOTE&
G mvrucrs ae 1SCxvANaLs SHUT eE eNOvcvT m NiE ATrtvnav a Nr DwvEn AVD PNorcT E.wavax
TOR SHALL COORDINATE WIM THE UTILITY CCMPANIES CONCINMING CONFLICT; RELOCATION, REWOVAZ, AND LVID,RUPTAWS OF SERWCE.
REO9IRF„ TO REL„.0741,Rrig alS,SWEPLACE ETC WRITES. SHALL BE ME RESPON.BILITY OF ME awmacrog ME
1,11S,ONTRACZSriL,MSERmILAND, PROTECT ACCORDING TO ME iNsmucncws or ME LITIUTY INVOLVED. ANY WRITES LOCATED BY ME
ALL BE RESPONSIBLE FOR AN) AND ALL TRAFFIC CONTROL AL ALL
COUNTY /OR N DOT R.aw
B. ME CONTRACTOR ALL BE IN POSSESSION OF ALL REWIRED PERMITS IMOR TO ANY CONSTRUCT. EFFORTS.
ARE NOT A PART OF ME
CT
OR A PTV) BY THE
UNSTABLE A. P.R. SUBORADE CONDITONS MAY OCCUR DURING SI E9ARATON AND GRADING GPERAPONS PROPER PROTECT
MINIMILEOME:T TIATC.ACROZS,41ZE 11191;a0111XNALLZ koLlrwTO LOCAL). EQUIPMENT STA.. AND TRAFFIC TO
ME
SHALL BE PRDMDED ,o st T,m T „nrztrAL� r DDNTRAgr
ALL SPOT larva.. SHOW REFLECT ELEVATIONS AT OUTIERUNE. ASPHALT. OR GROUND LEVEL UNI.S OTHERWSE MOTET
15. AR DIMENSIONS ARE TO IHE FACE OP CURE( FACE a- Rama OR CENTER OF STRIPE UNLESS OTHERWISE NOTED
16. ALL DRAINAGE STRUCTURES INLETS BOXES. MANHOLES ETC. SHALL BE POURED IN PLACE OR PRECAST CONCRETE.
'S RESPONSIBILITY TO VERT, ALL FLOW UNE ELEVATIONS M0 THE PERCINT 0£ GRADE OF STORM LINES THAT ARE INSTALLED.
UMINES IS TO NEON AT ME LOWEST PONT AND PROCEED -.STREAM"
IT
lUALTED
ffRLY
TH. PART OF
5uettrvmACTORS AND TM RAMmGnONS AAND/OR OF TH MOTIONAL WETANDS A. In 50, NETUNDS BUFFER MAT ARE TO REMAIN UNTOUCHR6TIw �i
FILL AREA KEY MAP - PHASE 2
NOT TO SCALE
COURSE (CONFORMING NSURFACE SF-sm)
ACK COAT
(CCOURSE
(CONFORMING NCOOTDIVI-19.0
PRIME COAT
000; MASS (,000
OMPACTED saa OR UNDERCUT AND
SFLOYED BY OWN.
- SPREAD £ 00NwE.17'ATn
TYPICAL SECTION
HEAVY DUTY
ASPHALT PAVEMENT
NTS
SITE PLAN - PHASE 2
SCALE 1"=S0
4
FILL AREA - PHASE 2
GALE 1"=50'
NG /CHAT CHASSIS ram.
i
GRAPHIC SCALE
Legend
ONO
HEAVY DUTY ASPHALT PAVEMENT
.0) GUTTER
KEY NOTES(
OOSING ASPHALT PAY. LIGHT
TaLII TED umROueMEN15 TO SE
@ FURNISH RT vEo ANDINSTALLHEAVY DUTY ASPHALT Pn>narr SEE TmTaL
©i +HZ.D, INSTALL za CONCRETE CURB AND GUT... SEE DETAIL
FURNI.m AND INSTALL SAND FILTER BED. SE DETAIL (SHEET DILT)
NSz STALL 5 wDE OURS SCUPPER. SEE DETAIL (SHEET
AREA OF FYL vUCTMENT,N PREPARATION FOR PHASE.x
DOSING SANITARY SENER PIPE AND MANHOLES TO BE PRE.RVE
ON DLEDRETHE P ACT T k AREA MANHOLE
REFERENCE SAND FILTER DETAILS P.M. A...INSTALL ACCESS
RAILROAD CROSS NE CHECK DAM .SOU GRADING PUN SHE, Cz:.
OJ f INSTALL 10 PRIVACY rtrvCE w/ SUTS To MATCH
INSTALL OMER PROW.Dp CONCRETE 11HEELSTOPS .9 PROM EDGE OF
STALL 5'C R TRAN7ON m\..ro
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PROJECT NO. 19.007
CALF 14=50'
DRAWN: NO REVIEW: CE
C1.2
SHEET 7 OF 42

GFNFRAL NOTFS
VE�r'mcSL�LUAOA
C ZIAITIZRTS CONFLICTS PAN
ME PROJECT ENG.. IMMEDIATEL
A ME RELOCANO,. REMOVAroR L AND PV>E , = CP SERVICE. URUTY <�
ortkraa AND NODOT FOR ANY WORK XI /NIN CI, COUNTY, AND/OR NOD, R.O.W.
S. ME CONTRACT. SHALL BE IN P.SESS1ON ALL REOUIR. PEW. PRIOR TO ANY
CONSIRDONON EFFORTS.
IRAC
CT
cavcZ sOEI as
ARE NOT A PART IHE SCOPE WOW OR m1101 ME PROJECT AREA. ALL DISMRBED
MAT ARE NAT rAjgRRIZL11.1E tOPE OR ZW,11,111EZDJECRT. AR. SHALL BE
TO MINIMIZE EQUIPMENT TRAFFIC ACROSS THE SITE. EVERY EFFORT SHALL BE MADE TO LOCALIZE
AND SOIL STABILOAIION INAT MAY BE NEEDED.
ADVANCE OF ALL REQUIRED IESVNC AND SECURNO COPIES OF RESULIING RIMORTS COPIES
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ME OK... GEOTECHNICAL ENGINEER AND ME OMNER IMAIEDIATELY
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J60
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DUST. GRADE CONTOUR
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AND
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ssArzo nPe'rZG IS ro eE
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PROJECT NO.19.007
SCALE: 1"=50'
DRAWN: HR I REVIEW: CE
C1.3
SHEET 8 OF 42

jai:,•.=.'-:
5
GRADING & DRAINAGE PLAN - OVERALL VIEW
PROJECT NO.19.007
SCALE: 1 ,60'
DRAWN: HR I REVIEW: CE
C2.0
SHEET 9 OF 42

SIRI)[TIJRE SVMMARY • PHASE 1
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PROJECT NO. 19.007
SCALE: 1"=50'
DRAWN: NJOI REVIEW: CE
C2.1
SHEET 10 OF 42

FILL AREA KEY MAP - PHASE 2
NOT TO SCALE
FLIER SIR!P NO7FS'
P SHUIIEATST�Y4STRl THE ES . BE m AT LEAST EVERY G G?ARsuawc
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546 5O 0-• PROPOSED svor REVAMP
360-GRADE CONTOUR
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PP -RAP (SEE ART)
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PROJECT NO.19.007
SCALE: 1"=50'
DRAWN: NJOI REVIEW: CE
C2.2
SHEET 11 OF 42

SIROCRIRE SUMMARY - PRASE 3
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SCALE: 1"=50'
DRAWN: HB I REVIEW: CE
C2.3
SHEET 12 OF 42

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C 2.4
SHEET 13 of 42
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SE
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C2.6
SHEET 15 OF 42

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CREEDMOOR, GRANVILLE CO., NC
PROJECT NO.19.007
SCALE: 1"=50'
DRAWN: HHB I REVIEW : CE
C2.8
SHEET 22 OF 42

CE
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SCALE: 1"=40'
DRAWN: HR I REVIEW: CE
C3.0
SHEET 18 OF 42

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PROJECT NO.19.007
SCALE: 1"=120
DRAWN: NO REVIEW: CE
C3.1
SHEET 19 OF 42

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SCALE: 1"=100
DRAWN: NO REVIEW: CE
C3.2
SHEET 10 OF 42

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SCALE: 1"=100
DRAWN: NO REVIEW: CE
C3.3
SHEET 21 OF 42

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PROJECT NO.19.007
SCALE 1"=100
DRAWN: NJOI REVIEW: CE
C3.4
SHEET 22 OF 42

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5
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PROJECT NO. 19.007
SCALE: 1"=120
DRAWN: N10I REVIEW: CE
C3.5
SHEET 23 OF 42

APPROVED NURSERIES
FOR HERBACEOUS
WEILAND PLANTS INC
ADDRESS: 612 DRUMMONDS POINT RD.
EDENTON, NC 27932
TELEPHONE. (P) (252) 4S2-5707
SALES TEAMONERANDPLANTSINCCOM
FOR WRNS
TA YL RIS NURSERY INC
ADDRESS:
RYEPHONE
3705 NEW BERN AVENUE
(P) [phone]
Lw1P /cLAIS 1 nv-RAP
SECRON
ro EGTLON
BURY CROSS DES
BURY BOTTOM CROSS
4" MINIMUM INTO GROUND
NET TREATMENT SWALE DETAIL
N TS
7RFATMENT SWALE GRASSING NOTES
wCRASS SPECIES
ME SWME SHALL BE
0)NuaUm. vEE DEEP-ROOTED. .
ACED AT AN AVERAGE CP SIX INCHES:
() NOT BE cur LmN1 waa a INCHES AND
2 PEWS., TYPES OP CRASS USED INCLUDE ME POLLOIMNG
(A) BERMUOA CRASS
()TALL 1360E
(C) BAMAI.riASS
(B) Nolrorm BLUEGRASS
() CRASS -LEGUME MuvRE
TENIPORAO'T INON9AE10N 20HEPW1IING SCHEDULE
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TREATMENT SWALE ENLARGED VIEW
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uRE(SS.spA SHALL ANNUALLY
IT AMAALL IN MAINTENANCE
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TREATMENT SWALE MAINTENANCE NOTES B' VITIM":ErSVPIDLE (OR MAINTAINING ME PERMANENT ENGINEERED STOPMWATER LA
ME R REnANO AS DIRECTED BY FIE GOVERNMENT amxCE HAM..PISDICCTTON FOR WATE6esL EDAs
I. ME DMIAGIAREA,:- ME GRASSED
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µ GE ME CBS4BMAL oT ArvGLs �PNSAI ERvoNZFEs6. SEDIMENT FOUND BOnDM v er£S RE'p/Esi m mEE
DISPOSED IN AN AREA ,HAT IRE NOT IMPACT SMEMISOF ME SWALE SHALL OR BAREMORE-SODEJ9 AND LF I TME,„: . Ary A B Z ZLWAY12 SHALL BE MAINTAINED AT A MAXIMUM HECHT 6 INCHES
,Y TO PROMOTE„PLAhlT ESTABUSNMENT AND GROWN ME CONTRACTOR SHALL CONDUCT A
SHALLOW WRIER 20N E ARMING SCHEMA!
AIM 10 T1] U14Arai maw. COG... MI."- 10.01040 DA]
41E5 POMFD[TO.COAWTA 3942e140.WF[0
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NO as T ID THE Aumm AGE FIRST FALL ost Da TINES (APPR mRIL 5M-GCTOBER
E O
T6REBAerv-
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INSTALLED. STAKES SHALL BE PLACED AT ME ONSET OF ME PLANING SEASON
PRIOR TO ME PLANING DA. TO PRESERVE SOIL MOISMRE
CONTACT LOCAL NURSIMIES WELL IN ADVANCE OF CONSIRUC11
HAVE ME DE4RED SPECIES AVAILABLE STOCK SHOULD BE ME.
WETLAND WILL ACT AS A SEDIMPIT BASM DIMINO PHASE II CONS
CVON. CONMACIOR SHALL REMOVE AU. RANTS AND SEDIMENT
AND TEMPORARY INUNDAVON ZONES. AND NORMAL POOL STEPS I-4 SHALL
MD BY “NTRACTCR POST PHA. II CONSIRCUMN.
p�Iry/ � I
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SCALE: EYED
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FOR ANY FUTURE MAINTENANCE
Legend
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22114
PRO ^ MERANO
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PROJECT NO. 19.007
SCALE: 1"=20'
DRAWN: MO REVIEW: CE
C3.6
SHEET 24 OF 42

tAIS
- - — - —am N_\\\%
ucrro
,
/
GRAPHIC SCALE
eo
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PROJECT NO.19.007
SCALE: 1",60'
DRAWN: HR I REVIEW: CE
C3.7
SHEET 25 OF 42

EROSION CONTROL NOTES:
1. DISMRBANCE SIREN.. DR aET,ANDe,6 DESICI. AND NO PATER. 401 PEWITS IOU DE REQUIRED.
PERMANENT SEEDING SPECIFICATION ry s
ItIVR'P'E'RPZEA'Fa CRASS SEEDING
A. CRASS
B,q Ta - PER acRE.
(I);TAtt FESCUE - 2!U LBS PER ACRE PLUS CroNNVEIGw - PSaL(BSAmRED) 60 ,Bs Pm A[BE
BATSmRLL - ICE s- 8 L.
PACR
E `"`
(wE PL. RYEcrsa m5,ss. Pm ACRE
LL
AALLFESCUE-206tB=PERa.EPLU=SERECIA
AFESCUE (S.RI.D)_80UMP A.E.
AMIFR IEETIVERY MAY 1 ANTI AUGUST IS)
(1) TALL FESCUE - 250 L. PER ACRE PLUS SWANGRASS -I5 L. PEA ACRE OR 10502N MILLET - 10 .5/ACRES
m ads. - Pam Y mrvTFlL
(1) TALL FESCUE - 250 OS PER AC.
CUA T PEA Am0.
(I) TA s 0EREba Lc250504 (Uusc4R,P,EO) - 60Les PER a*RE.
() TALL fr.. - 150 LBS. PER ACRE.
CE255w2I25a005585(2=
BALES pa E) APPLY ASPHALT EMS IoME SMAwM 7 RAZE GALLONS PER 2CR0 i5 ABOVE
SEWING REM...AWNS AND RATES HAW BEEN PREPARED FCR SELECTIONDVEGETABLE
£a��m� ERO8ON CONTROL IN MEFAYETIEOLLE AREA. AREA SOIL TYPES CUMAPC LtlrvIONS mNTY AND LPLANT
IZER,A2ar IF GROWTH IS NOT Fully ADECVATE .SEED. REFERPLIEE AND A0LCH OAAIEDIATELY FOLLOW. MOWN OR OTHER
TEMPORARY SEEDING AND GRASSING NOTES
1. SCOPE OF WORK
THAT ARE 0,55,5550 55 ME CONTRACTOR'S OPERA nava
MATERIALS
2 TANT NaME, EDE rvA ZORLIta, aND :NW DE CDUPC✓ 72 m st nuD PEDmu Uas CNRmS n,EM,uL
SEIM DELIVER SE. TO PIE SITE 51 ORIGINAL SEALED P C. BEA
OED SLED
.ED AND LATEST S.SCN'S CROP.
SEED SHA
FAOES
.ED ACT
,,w.00VErlelOSE_EIBER; PROCESSED TO CONTNN NO GROWN OR OERMINAPON - ArhOBITING FACTORS AND DYED AN APPROPRVITE
QU
SEEDING
REQUEST TO ME ENGINE. STATING ME SPECIAL
AP SO
TO
DRILL_SEEDIND: 0E1/4 IN. Aa
CLA. SOILS AND I/2 INCH IN Wm�SANDY SO. COVER SEED BYSPIKEOOIN NARROW CULTIPACKM OR OVER APPROVED DEVICES
IN. IN CLAYEY SOILS D 1/a N W SANDY BOILS CoT OR DROP DE 1.IMMEDIATELY AFIER SEEDING FIRM MIRE AREA EXCEPT FOR SLOPES IN EMESS OF J TO 1. WM A ROLLER NOT EMEENVG 90
THY aET D AND 7.7oRmR ro
APPLICATION SLURRY MIX. MAKE SEPARATE APPULAPON MOD CELLULOSE MULCH Ar ME RATE 500 POUNDS (DR
EwAe z Ta.SfDi �E17r,.�;L A,�Dw RAwEaN. DE APPNED WAITS TOPERCOurr TODNDran. s0a. TOTAL APP
DC NOT USE ASPHALT NUR PmESTmary manic aREas aCavc smucniREs�
BE
CT
COLD
REBUS,. AT TO ME ANRCIPA. DATE AL ACWPWCE. ErDATErUPOUN AnATFEAre;YN„r.-
c a o mDaoE/ of TxE sa PR,aR m ommueL —rS1 CFae OwuDnr aeF:47,4,CATrcrvsn :1 i
NEW STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
7 DAYS
Z DAYS
J DAYS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
T DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
LOCATION MAP
14 DAYS
NONE, EXCEPT FOR PERIMETER AND HOW ZONES
�oA
ol/
VICINITY MAP
EROSION AND SEDIMENTATION CONTROL LEGEND
Site Preparation
Surface Stabif¢ation
Chemal etlon
® Dune Send Pence
Dune vegetation Planting
Dune
Dust Control
ErosioWalkover
a nil Blanker
Turf Resnforcernent Mat
Grounds Mulching
lMepng
Permanent Seeding
Retaining Wal
Shrub, We and Ground coverer Plaminga
Sodding
Temporary Seeding
ree Planting on Disturbed Areas
Flex. Growth Media/Mem,
Runoff Conveyance
Rock Check Dam I
Drierslon
Drop Strucbse
Grass Swale
alma Swale
Outlet Protection
liprapamed Swale
▪ SempomWSlope Drains
Sediment Control
Block and Gravel Inlet
ExcavatedBrush/Fahns Berner
Protection
b Drrop Inlet Protecton
▪ HeroWare Cloth end Gravel Inlet Protection
Floar nurbd.,Barrier PROJECT INFO
® Rock FlXer Dem
Rock DeuebnutInlet Prlenean
® Sediment Starner
B® Sad.. Berner Outlet
Bak Sediment p
g Temporary
Tmp
® be
HOPE Inlet FlXar
Storm water Management
rID
✓ m�wateell nE:ten=nn
Stream Protection
BOW Zone
Channel Si:WASS:ion
S tream trank Protenlon
Temporary Stream Crosang
Ss. Grid
SITE ADDRESS: ALTEC INDUSTRIES INC.
1515 I AC WAY.
LRE£DAIOOR, NC 22522
CONTACT.
MR. TOKSO PAK
(P) [phone]
LATINDE: 36198'29.00,1
LONCINDE 78'A3'25.6"17
TOTAL DISTURBED AREA: 81120ACRES
RECEDING WATER. LEDGE CREEK U ARY OF
RIVER BASIN:
NEUSE RIVER BASIN
ass
IR
=
IIIIe
IIIIIIIIIII
a X 0
24
CR ANOTHER Trif OF
5
HHHHIiI.....
mom m ErFrtA • ' MOWN
.r
x.
5
RIP -RAP
nuv so ut
0AMETER OE PIPE IN FEET
EROSION CONTROL STONE
smucmaE !as)w a (J w (S) (P5) Ins (FT.)(J ss reaurersSOURCE
WANK tr LI
T FA
DIM. OF DESIGN AND CONSTRUCTICA 190
.RIP —RAP PAD SIZING
5
5
EROSION AND SEDIMENT CONTROL NOTES
PROTECT N0. 19.007
SCALE: NONE
DRAWN: HB I REVIEW: GE
C4.0
SHEET 26 OF 42

DISTRUBED AREA (CONT'DI
SCALE 1,50'
EROSION AND SEDIMENTATION CONTROL LEGEND Sediment Control ccontd
)
Sediment Control
Site Preparation stone water Management
orm Water Detention Basin
® Temporary Inlet Riser Extension
Surface Stabilization
(" Chemical Stabilization
0
1r
Dust Centro!
...Control Blanket
Turf Reinforcement Mat
Grounds peg
Permanentseea )rer N07 0
• Retaining Wall 0 ,„„ IMP„„ w „,„,M „„,.a>w„, A„oBro»:c,,.
• over Plantings c ran © XISDNc s issr ro BE PRESERVED AND PRosc,ED.
®D EXISTING rwcc TO BE PRESERVED AND PRDscrzD.
Sodding BonTemporary
Seeding
O x " °"—" SA WBU, RD.,. AN
Tree on Disturbed Areae0 �Burs BRr„B PHASE I. AND
Flexible Growth Media/Matrix ©� o ,RER„e,m RRm ,ENT
Runoff Conveyance ® N ss avaR Lau cx INsra= ,, Dmv ImF w rem
M mM
®rDwNISM u MO Ivsrarepo- rm DAM n u.AHEIGHT SEE DETAIL.
OK FURNISH avo INSTALL ROCK CNECN DAM. SEE Dsrat
© FURNISH AND INSTALL 20' wATTLE CHECK DAM. SEE DETAIL.
RD I,Rr As.,Sn0RE0 ,OBE PPREgm0ED AND
Sediment eemer Outlet
Block and Gravel Inlet
Sedment
ExwBeam
Brusvllabsce arser
Straw Balk Sedim
ent Tap
doInlet
Febnc Drop Inlet FMec.. e ® Temporary nt rep
Sediment,.
Hardware Cloth and Gravel Inlet Protection
Rock Check Dam
Overslon
Drop structure
Grass Swale
Lned Swale
Outlet ProlecCon
Swl Subsurfacea
Temporary Slope Drains
Filter Sack
®J Floating Turbidity Barrier
Rock FnerDam
Rook Doughnut
® See mein Barrier
nld Pnedion
O ice AMD sNMMarer sH[ET a.r0 Ba9N. 4T SEdvENianoN ea
© 5w 5uuvaRr SHEET FCR Ex,cr 9ZE. SHEET w,D iamy.
S• IZ,I=O D IN a.r0. SWALE SEE m.IPORARr wVERsmv
AND SPECIACARD.
OFABPoC SEE DETAL — ,'eIP reap. uNDENur vnm eoz. rrzmr
l
• u£ MINT GREENMAY EASEMENT
LEGEND
LIMITS
DE SPNAL /CONCRETE
i A 1 LIMITS OF PROTECTED WETLAND
DISTURBED AREA (TO BE CLEARED)
DID DIAMETER RAT.
SILTFENCE
S/LTFENCE OUTLET COOTS.
ROCK ALTER DAM (SEE DETAIL)
PROPOSED EDGE OF PAVEMENT
CO(SEE DENCRETETAIL) WASBDUT AREA
® DIVERSION SWALE (SEE DETAIL)
BASIN DRAINAGE AREAS
30' RIPARIAN BUFFER
50. RIPARIAN BUFFER
z
0
to
z
X
w
0
J
z
z
0
ce
LL
00
0 z i
J z
acc(.7
00
von
t„z2
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< IJ.l W
ce
U <
CE

o Top seam wal arMrDaMeer
rI Intension ,oP1
Surface Stabif Lion ® y gin° RunoR Conveyance cawtee Drop inlet armeamed Dam
and Gravel Inlet
Stitt
amm atadlMeomTenter, Seth° Grass Swale
A a Bel.utAreas
eswm�nm !mad Swcia
Outlet
on
Plp
itle
Turteevaacemre Na ® subsurface Temporary ream reins
Grounds
Mulching KEY NO7ES
easnns
rs ro sr PRESERVED
ROTECTED
nsEwc VRAL WALK PAIN TO BE arum AN ®S AA D W.I.,.
© nsmc ERNOOr ro ec PRESERVED AND PROTECTED.
• MEN.NErV.TO BEPRESERWDANDPROTEeTEn
OPROIECE AND MaNEAaN aA N. DI.LSION SWALE AND SKIMMER.
Ensnno SANITARY ETRUD ES TO sr PREsmWR AND PROTECTED
Dune sand Fence
Oust con.
DISTRUBED AREA (CONT'T'
Dj
SCALE 1,50'
EROSION AND SEDIMENTAAON CONTROL LEGEND
Sib Preearetion Surface Stabilzation(Cenral) Storm water Management Sediment Control
Benue
Land Grading o ...Pmment
© NswaE wow O TrzPwNOa�r`"<rA'" n"u.�Aiw °rero �H°NDf°"im slTrErNCE.
0 INSTALL P I KIR LW
PROIECT 0RAND MaNEAti su.EENL£ WnEi SEEDEE. �TRfR
ROIECE AND MaNuw ROCK NinR DAM. x MIa HDONT. SEE DETAIL.
PROTECT AND MAINTAIN ROCK CHECK DAM. S. DETAIL
© PROTECT AND MA•HTAIN z0• WAD. CHECK DAM SEE DETAIL.
OMPROTECT AND MaNTAIN CaysmuCKON Enr Pao. s2 DETAIL.
FURAVSLI AND Insrau STAK. pavacrenakapE FLoccuimF co.
DE
O s RE mE0 ar THE PRIwucTs sraNDaaos aHD TmNDRAM
© uMEs AND PROPERLrdos CTESI2. B aND GumR nrvo CavERETE
o FuFuRny:4po wsraucuss 1RIP_RAP.I MERurvon po=TILER FABRIC
ow oen waffle
moron, Inlet Pran
gi. and Gravel
Foa mn Turbidity acme Baer Protection
Lem
hnut Inlet
Batier
Seeementaemero „� Medan
Sedment
en
spew saet
e sediment Trap
•
e �p�lrfr
`IT CREENWAL EASEMENT
GRAPHIC SCALE
(wFEET )
I inch oa rt.
LIMNS OF PROTECTED REILAND
EBE CLEARED)
." DIAMETER WATTLE
NORTH AMERICAN GREEN
SOISOBN EROSION CONTROL
BLANKET (OR APPROVED EQUAL)
SITTFDVCE
fit« SILTUENCE OUTLET CONTROL
ROCK FICTER DAM (SEE DETAIL)
PROPOSED EDGE OF PAVEMENT
CONCRETE WASHOUT AREA
(SEE DETAIL)
® DIVERSION SWALE (SEE DETAIL)
r r r BASIN DRAINAGE AREAS
. 201,1E SD' RIPARIAN BUFFER
- zayE E 50' RIPARIAN BUFFER
PROJECT NO. 19.007
CALE: 1"=50'
DRAWN: HB I REVIEW: CE
C4.2
SHEET 28 OF 42

DISTRUBED AREA (CONT'DI
SCALE 1,50'
EROSION AND SEDIMENTA770N CONTROL LEGEND
Site Preparation
Land
Grading
MTop soilng
Surface Stabilization
®H Chemical Stabilization
Dune Sand Fence
Dune Vegetation Plantmg
une Walkover
Dust Control
O Erosion Control Blanket
Turf Reinteroement Mat
co
171,
Grounds keeping
Permanent Seedng
Retaining Wall
Storm water Management
® Porous Pavement
€0 Storm water 0eteNion Basin
® Temporary Inlet Riser Extension
Runoff Conveyance
® Rock check Dam
Eel
Gr▪ ass Swale
Lineal Sale
Outlet Protection
▪ pa04mee Swale
Subsurface Dr.
Temporary Slope Drains
Shrub, and
�Plamin Ground
SoddI
Temporary
tngonosbrbeaAreas
Bonded Fiber Matnx
Sediment Control
• Block and Gravel Inbt
• xca0Barrier Protection
Feivated cDrop opInlet Inlet Protection
Hardware Cloth and Gravel InletProtection
IS Filter Sack
® Floating Turbidity Barrier
® Roca
Dam
Rock H Doughnut tInlet Peedion
O Sediment Barrier
seaimem Berner owlet
Straw Bale Sediment Trap
Temporary Sediment Tube�ntTRp
KEY NOTES
smo IMPROVEMENT' m BE PRESERVED AND PROTECTED.
QLOSS. ASPHALT MAU< PAN TO BE PRES....,RED PROrzcrzS.
© ESSIINO BREVE TO BE PRESERVED AND PROTECT..
O SRND ro BE PRESERVED AND PRo,rcr
VM n:ENrH INsru/ARm wR/IN DRIP IINr cr mFs�
Flexible crow. Media/Matrix OF FURNISH AND INSTALL snnrrux ODn0T. SEE DETAIL.
© s NEEDED. PERMANENT SEED AHD MVEw IMkRE REWLRm.
eH � aRaw wAreR RD z ORA<vs DIRODC« sRRDCII,wE IN
•
CRNWAL EASEMENT
Enu£ MINT!
GRAPHIC SCALE
(mFE.)
I Man 50 IL
— ,
Jam_
CeEouw LOUNTY,,
SCANn r EROSION CONTROL
BLANKET (OR APPROVED EQUAL)
LIMITS OF PROTECT. WETLAND
DISTURBED AREA (TO BE CLEARED)
DO' DIAMETER WATRE
SILTFENCE
SKI -PENCE OUS£T CONTROL
ROCK FILTER DAM (SE DETAIL)
PROPOSED EDGE OF I � PAVEMENT
30' RIPARIAN DUET.
50. RIPARIAN BUFFER
oQ
nz
O5 LT
z�
OW
0 <
cc 2
W a
z
0
to
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LL
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W
0
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0 p
V
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WNa
cc
a(.9
cc
z
t/T V
Q W W
V Q V
PROJECT NO. 19.007
CALE: 1"=S0'
DRAWN: HB I REVIEW: BE
C4.3
SHEET 29 OF 42

R.O.w. — �1...,
GRAPHIC SCALE
ril CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
-
.11111111M
EROSION AND SEDIMENTATION CONTROL LEGEND
=���m_
Site Preparation Runoff Conveyance Setliment Cpnirol
.6ilaiiihiiimill ± / j
(w eaer
Rook Che. Dam
end Gravel
IandGredrnp ® ...sin Channel Sl+
Gn
rtructure
`
Amima
���(. .�rl
r� / 8+ �.
Legend bo n
BrqusM1;Fabn Bark rier
��i
Top soiling p
❑
�r
t
ExcavatedP et Protection
Swale Ex Drop n
essS
4
r
es .e�rvmacro st rzxcc
Surface Stabilization Lined Style Yahoo Drop Inlet Proteaon
P
utlet
ourau
1 O
^ 1 �I
ta
II
Ace FENCE OUTLET
IMENT
repined Swale re Cloth and Gravel Inlet Protection
Dose sans renoeeon
Subsurface Hardware
�P®xl Fa...
® Dune Vegetetlon Kenton ® Temporary slope Grains �J Floating Turdtliry Barrier
® nook er Dam
Dune wallmver
' •:• _---/---------',
\
--ii = ZZ r
//
-
\
V W
; ii AM (SEE DETAIL
ROCK /cx DAM
Storm water Management ® ocN Doughnutlnla Prlaoton
0. .on Cones Blanket ermvramr Deramon Basn 15 Porous Pavement ® Sediment saner
Reinforcement Met
��� ��
.ir,., ���\`\ �ssll,�
i
® CONCRETE WASHOUT vrt( DETAIL)
"e (SEE DETAIL)
®:m�rerynktR�rBmenaen otlmemeaserGndm�
0 Mulching Stream Protection rew Belo Seement TrapLIMITS
�, , \sue
DRAINAGE µ�
OF
s err rery sacmemTrep/�IW
a teem Tube
meson hannn on.IStream
�'I
f J III
0 4
__----BASIN
KEY NODES
Noe auvrar STAxm As PER Mari,. saccsFURINSH AND INSTALL PERMANENT GRASSING IN ACCORDANCE K. NCOGT . °LORIN a rwv
O scsA
® Rate n ngw§ nnnk Plcet non HIF HGPEInIe[FMer
—� _
-- =—I'il
��
i!1
as EQUAL).
®s Mile and andreemCrossing
Ground ®L Flocculent/ Floc Log
coverPlantings
®� e D Baffle
Sodding
m Temporary
yr n Drswrbed Areas
Bonded Fiber Men,
e Flexible GrowlM1 Metle/Mmm
-
1 �/ -o _
ea "y" Off'
\ /
� Ia' f \ • .
\ % �/ l i l I
I
�li.,
� a
I
BO FURNISH AND aysiissS .aERcwTamo strttrva"s REQUIRED. SEE DETAIL.
AND INSTALL CLASS A .� REwFDR�ED sLpEA�E AS REDmam �,�E ROW. ,�
D rAa AND ALL��aWDET�REWIRED. SEE DETAIL
O FURNISH
O FURNISH AND INSTALL Brow: AND GRAVELINLET PROTECTIONIL scr DETAIL
FURNISH AND aysuLL CONCRETE wAsro,T PIT SEE DETAIL
® FURLPSH AND INSTALL IRUCTION EV) PAD. SEE DETAIL
G ,,,r, A.AINTAINBSIN vENSON SWALEA AND SKIMMERBASES.
PROWL,SIX LIG, POLES
C o
m.'
it /
i
--\
'
I
EROSION & SEDIMENT CONTROL PLAN -
PHASE 2 - CLEARING
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
XY j ,/
e
\
swx —
1
I
PROJECT NO. 19.00J
1 1
i�
.� .
SCALE: 1"=50'
DRAWN: HP I REVIEW: CE
_
1i'%4T
C4.4,%
SHEET 32 OF 42
'

!,
GRAPHIC SCALE
VICAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
20D OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
EROSION AND SEDIMENTATION CONTROL LEGEND
.
— R.o.W— ��T,m - '` '
��
lJ %rc / j
w Eser)
Site Preparation Runoff conveyance Sediment Control
— — —
�e 8
Alf
A
and Grav Inlet
0 Land Grading ®RaakGne ^�^� ®�
8'
;
Legend
Blook
Os/arson
c Barrierplet
`h
f
o p(
Top so ng s s wale 0 Excavated Protection
Swale �ed
_- • - � `
ill
@
iE'= u
NaPrx AMERICAN DwE£N p.
rvrc[ir(aa
ao)—
Ls
SurfaceStabluton ea Swale Fabric Drop Inlet Promaon
©
-Qjll Qar, �� /1
uRDN SILTMCC
utlet
Rump
T
reptneE Scale redmtr and Inlet
area n Hardware
Rp Faer each)
Dose San
eDuna Vegetation Pleating ® Tambora, slope Arens Floating Turbidity earner
Q ��,
Ili
I 4� Q \ `
/
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Roca /urzRT IVBE
' AM [ DETAIL)
COCO
® ounewallmver ® RecN�er Dam
Storm water Management e Roc ugnut Inlet Pantos
t/,!- .e
I
El
rmcr vaorcerrau
2 oust Gamm Porous Pavement
Sediment Darner
y, r `O Q
•••••
E ® ®
ediment
rynIAaser Extension 6 setlmem easnrouum
0 Art Reinforcement Met ® Temporary
© n Stream Protection e) srraw Bale Segment Trab
�� SS`
k h _ ss
i,� `�
mLcr PROrzcrav
® corvsTa cnoN EnTv PIT pa. DETAIL)
u PAD (SEE DETAIL)
2 Permanent Seeding i
porary Trap
Sediment Tube
ream lm�Plromnon
4 Ale
BASIN DRAINAGE
u or asrywenxcr
CD Retaining Wallateon
HOPE Inlet Filter
® ne and Groundemporarym
- ��
r - — -
/(Ey N07ES:
A vmu TrmL euNNET SEANED as PER MANMr. X dn' =7
0 Gry
g
coverPlantings® same OW Namaland Floc tog
Sodding
Tree Planting on DWALed Areas
Bonded MaPx
le Flex le Gro.. Media®.
T�
It
I 9Q / 4 / / / \ m
'ft T %/ li
// 11 Y
TOREM �AND CR&VAL)MAINTAIN cussA Arc NUN.axm s-FENCE as NEEDED s[[o[ia¢.0
Pr T AND MAINTAIN CLASS A MRE REINFORaro SILnFNCE DOD,£ ROW.. SEE DETAIL
® PRO. AND MAINTAIN AO-FENCEn AS NEEDED . SEE DETAIL.
MAINTAIN BLOOK AND SnLN SEE DETAIL
C a ROrrco doo /wooed cavrArrr W.AS.IIT ° Er wMIL
© PROTECT MO MAINTAIN caysmucnav EXIT PAD. SEE DETAIL
C o
Q.I /
/
/
</7—
0
CV;
0
'PILE
El
-,,,,,
,
I I
\ ..,----.`
r��m� •
EROSION & SEDIMENT CONTROL PLAN
PHASE 2 - GRADING
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
e�
'I
�II
1r,
\
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•
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��
—
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c®
, _Q -
If1 `
,
PROJECT NO. I9.00J
1
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Ik
Ii
CALE. 1"=5c'
DRAWN: HB I REVIEW: CE
46.
___V-
SHEET 31 CF -2
I I i
\ .��

GRAPHIC SCALE
VICAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
EROSION AND SEDIMENTATION CONTROL LEGEND
R.o.
Site Preparation Runoff Conveyance Sediment Control
_ — . —' — r_ ' / 8.7
< m r/'�>'
and Gravel
LandGredinp ®
kusM1lFabi
1
�I,II i 8+
SO ft
Legend
LAdersion ?!-i erCD
Bark riert
` . �f�
Top soiling OrosStructure
�\
3
I(ae
Crop n
Grass Swale Ex... P et Proteotin
LS Lin.
SurfaceStablut on ea style
o W r�l,.
.
o
rc
iE='n'�dill�,yl lR--11
FlPI.
y O Inlet
Outlet Prote(tion Fabric Drop n
m)eµc
& AIRE auu SILIENLE
. .x. .
OF Sbti Uadon
emw RPrePfned Scale ...NB Cloth and Gravel Inlet Protection
Dune Sand Fence �Fl
.s � 1111
'll
SATEEN C E FENCE cur
SEDIMENT MEE
ae ..
eDuna Vegetaton PIM ng ® Temporary slope Drains �J Floating Turbidity earner
_`_-_____�____
I/ \\ 1J
" SPNERETE wawour MT( o[rac)
® Roon Alter Dam
,i l'
LL®Nia'�.
wellmver Storm water Management
® R. Wu hnutlnlN Pdecton
`it
dossmucnov ter vsu(sr SETAE)
Dust contra Porous Pavement
teem Beper
(�$Ark
y, ': r
® m ® Sed
} Erosion nket
D Turf m Control
ruet
L®QW
. ( �• 'jEy S�\S-410
,, tlmrs SE psrvwBAvcE
KEY NOJE,£
® Tempoarrn.R:eer Extension 6 sediment eas'nroa
Pnglom.
QMulching Stream Protection sawBakSediment,.
S`
O 1:&00r AVM rvrax EROSION mvma BLANKET as rrz-mES rcwunrvErvr s�nrm uviw as
CI reserve on Vegetation one Temporary Sed men[Trap
ream lbenteN Sediment Tube
I '
)I
4
AW �nl e
3
Gass a rwR[ rs[mrman NerrFrle[ ow rsow. srT AND MAINTAIN CLASS A IMPE-REINFORDED MUTTS. AS NEEDED. SEE �rocraa
© sv[eer am ITAINTMS
O INSPECT AND MAINTAIN ttwcR SEE
As
Planton rotecnon
12 Ratan. Walld
® ne and Ground te g HOPE Inlet Fner
Gro Flocruland Floc log
coverPlantings
®Soddingry D e meGndI
m Tr.Plant Disetrbednreaa
110 Bonded Fbermada
'� Flexible Growm Media®..
- --
- •_
__ _-- -
tI r `�! -�
i
I ©i . i /
i '1
ri % / / ( ,
// 1 ,
O lnm[er AND ucnw ear vao cmm. s¢oEind_
p. 2
2
P
of
Ail
i r hW
ce
'
/
�" .\..\
�._
\\sr',
,,,
, ,
.
_______________%
-
SI
V
LI
\
t, •
Lae
\i
EROSION & SEDIMENT CONTROL PLAN -
PHASE 2 - FINAL
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
ii
-11%
�'
el
1 I `
1 II
e
VI'''
1`
PROTECT N0. 19.00J
`
/ 111
%
^=/
SCALE: 1,S0'
DRAWN: HB I REVIEW: LE
�``
/I�trttlt
11►,�
�;
C4.6
SHEET 32 OF 42
,, ��� ,.
111
I
I t
\\� . ..._-__„.-- /

EROSION AND SEDIMENTATION CONTROL LEGEND
Sae Preparation
Too sobng
Surface Stabilization
chemical Stabilization
Runot Conveyance
® Rock Check anal
man
reStructure
mS ale
Stele
Outlet Promocon
prapsin oSale
Dune rain
Dune Sa�Fen Planting ® Temporary Slope Drains
O Pune
Walkover
Dust
Erosion Control Blen.t
Tug Reinforcer...Mat
Permanent Seedng
Nam 9wall Preseembon of Vegetahan
Shrub, We and Ground
cover Plantings
Sodding
Temporary Seeding
Tree Planting on Disturbed Areas
Bond. Fiber Matnx
Flexible Growth Media/Wax
Storm water Management
Storme Porous Pavement
mpowWater
0 Inlet Baer EWnaion
Stream Protection
I Sur Zone
Seam bank nel annbiation
Prot.ton
Temporary W.m Crossing
Bele Grid
Sediment Control
a
Bloch and Gravel!.
Brush/Fabric Barrier
Excavated Drop Inlet Protection
brio Drop In. Protedon
HaaNsre Cloth and Gravel In. Protection
Filter Sack
Fbating Turbidly TurEarner
Filter
Roch
Rook Doe Dou
ghnut Inlet Pnea®n
Sedment Earner
EL) Sediment ner Doan
Sediment Base
iETemporary
Sed
culent/ Floc Log
/(EY NOTES
• kE AND PROTECT &1ST. • A. PROTECT alsnno CURB ICE R S ROD s
©E PIPE TO RETAIN.
O onSTING FENCE TO RENAw.
CEAST. ETAT POLES m eE PRESERVED AND PROTECTED
• CrED IXa rzr CD AND PRD,zg5P05m COCrF-9TE.
ARE. TO BE REA.. OURINC RNA. I AS
© EV.. AND INSTALL Roca FILTER D. SEE DETAIL.
0 LEW. AND INSTALL CL.S A MIRE-RDNLERC. SEEN.. DWELL- ROW rRFxrH w,Tu snow sae. DRIP0 FURNISH AND INSTALL rRF n mrrx
FURNISH AND INSTALL Sa ss MIar-aeNForerso t awn[. xD Tarn. wsratt anon, wMw DRIP IME orTREPS
O 5n AND INSTALL CpKmoCMw EMIT PAD SEE De Tax.
© FIIRFAiN AxD wSTALL Rtoar axo ORaeEL wtEr PROIE,:nox SEE DETMII.
QMPRESERVE AND PROTECT EXIST. IMPROVEMENTS
' GRAPHIC SCALE
55
Win= D)M.
LEGENQ
DISTEDED AREA (ro SE -�-ry-« EnREDJ
..FENCE COLLET awn.
Roar FILTER Dan, (SEE DETAIL)
5
5
PROJECT NO. 19.007
SCALE: 1"=30'
DRAWN: HB I REVIEW: PE
C4.7
SHEET 33 OF 42

EROSION AND SEDIMENTATION CONTROL LEGEND
Sediment Control
Sae Preparation
Top soiling
Surface Stabilization
Chemical
tion
Dune Sand Renee
Dune Vegere.n Planting
0 Dune Walkover
Oure Control
...Control Bien.
Grounds keer.
Mulching
Permanent Seeding
Preservation of Nam 9wall Vegetation
shrub, Vine end Ground
cover Plantings
Sodding
Temporary Seeding
Thee Planting on Disturbed Areas
Bond... Marx
Flexible Growth Media/Ma.
Runoff Conveyance
® Rock check anal
reStructure
mS ale
SwaleLined
Outlet Protection
pray -fined Sale
SUbse
Ce Drain
® Temporary Slope Drams
Storm water Management
ePorous Pavement
19 Storm
0 Tempera,teInlet Riser P.neion
Stream Protection
I Bur Zone
etion
Steam banel annEnk ...ton
Tempora,..m Crossing
Bele
a
Block end Gravel!.
Brush/Fabric Barrier
KEY NO7ES
® PR R aDPRD DTErosa„DSRIF.R. SSTPCSREB
QO PRESEDE AND PROTECT Ewsn. CURB INLET.
© m5nrv0 PME ro Ram..
OD ERVING FACE m RAam.
REPLACE OR MAINTAIN ROCK FILTER DAM SEE DETAIL
Hiter Cloth and Gravel Inlet Protection O &FRIA.. OR MAINTAIN CLASS A In EPUCEOR MAWTAIry rwry Eyr s [L NO TRENCH
sralla anon! WITHIN DRIP llrvFx INLET
Filter Sack
Floating Turbidly Earner Q R
Rook Filter
LACE CAL MAINTAIN BLOCK AND GRAVEL INLET
' Inlet Pnearoa © PARESERrE arvDETAILPROIFCT EwsACIx^RovnsRrsPROTECTmx SEE DETAIL
Rock Doughnut
@ Sediment Berner
OliC) Sediment Berner Doan
Sediment Bass
iETemporary
culent/ Floc Log
GRAPHIC SCALE
LEGENQ
m5TORDED AREA (ro BE aE...DJ
5
5
z
J
0
H
0
U
H
w o
� Z
o<
(Rio
zm
ow
N N
oa
OL2
wa
PROJECT NO.19.007
SCALE: 1"=30'
DRAWN: HR I REVIEW: CE
C4.8
SHEET 34 OF 42

Surface Stabilization
(H Chemical S[abif lion
Dune
nce
Dune SeFe Vegetation Planting
ODune Walkover
• Dust Control
Erosion Control Blanket
Turf Reinforcement mat
• Grounds keeping
• Mulching
• Perm
nent Seeding
• reservation of Vegetation
Retaining Wall
0
sh' . kntings r°"nd
Sodding
Temporary Seedng
Tree PLtntingOAuRad Areas
Bonded Fiber Matrix
Heoble Drown Nedesnetn.
EROSION AND SED/MENTA770N CONTROL LEGEND
Site Preparation Runoff Conveyance Sediment Control
0 Rack Check Dam
Diversion Channel
Drop Stru.re
Grass Swale
Lined Swale
Outlet Protection
'medSwale
aim.. Drain
emporary Slope Drains
Storm water management
PFr
CO ▪ po ryInletRierExt�„an
Stream Protection
Buffer Zone
Channel StaNlization
ream hank Protection
® Stream
Temporary Stream Crossing
BeMG td
Block end crate Inlet
Brush/Felon° Belmar
teE Drop Inlet PMecton
ebnn Drop Inlet Protection
Cloth
a Faa Hardware
ddrynBeeler
�llnl Protection
® Rock Filter Dam
0 Rock Doughnut
® seamen Barriernln Pn«von
® Sediment Berner ONlet
Sediment Bale mentTra
p
Cji
Temporary
e imamTubeSediment p
HOPE Inlet RIter
eaulemf Fb Log
0
GRAPHIC SCALE
Legend
5
z
J
0
1-
H
z
0
U
H
z
w
2
PJ
N z
LL
z m
0W
N rn
0<
K
PROJECT NO.19.007
SCALE: 1"=50'
DRAWN: HR I REVIEW: CE
C4.9
SHEET 35 OF 42

DBE
SPILLWAY
2--3- (SO-75A. [OURS;
...EGA. FN. .6.
(150.0 micK
\N wry.R.S. 50. my
PLAN
Dos.Km RIDGE REIXERED
NHERE GRADE ELLEEDs 2.
ROADWAY
NOM
7o1PATZ1 2=s%
CH.NELLLE R.6117 TO BASIN AS
RECK..
X OR GREAT.
/ O
SECPON A - A
T. ENTEAN. mANTAIN IN A nom T NEL REF,.
MASKING OR FLOW. SEGMENT CNTO PUBLIC RIGHT-04 WAYS 'NIS MAY
RrpN,E,I34; rop RMAN AND/OR GLEAN., ANy AFEESERES uSED
a NH. NECESSARy IIHEELS SHALL BE CLEAN. PRIOR TO .TRANGE ONTO
PuBuC INCHT-Or-mAT
scraFF,ZET,1= =oT,S=
STABILIZED CONSTRUCTION
ENTIAICEXITL
T
TEMPORARY DIVERSION DITCH DETAIL
FRES EOUIRM
TISPECIION ANN MAINIENAN.
=Lin= 27-"HrETTA71.=." 117ALL="91-
,EPR A0.614.-h1/.1 - INCHES OR mORE OR AFTER
CHECK FOR 1.0 A. SEM.. MELD. AND PAD IA...
mAKE DAILy ...TN. WRING PERIGNS IIET NEAM.
MAINIENANCE RE.. MORE FREQUENT. PY IIET NEAP..
GOND.. RES.IPE IHE STONE PAD AS NEEDED FOR
DRANACE AND RENO. CONTR.
.rirom...ez- As Han. A. As op.. ELL
ILLSHED s”;
olnuTiMgraelera,,E740 ""'""
Ugga,E0"1"0"AZ1Niffly°37.7.3,Z."' """ "
REPaR ANT BROKEN PA.EENT NEEESATELY
KLLIra
1. .3P A HaN1 FT AT ME GEN.
11.41; SPACNC BENT. DANS PLACES
ME TOE Cr THE uPSTRE. DAN AT ME SA. a.m.
l'sr fr,477.°=Trarge ro fics6r
ER..
!..ElfEfAn.D5N16107"17.17""MIT-' `"""" 'r"
ROCK CHECK DAM DETAIL
N. T S.
NOTES:
XICIArStrrAr A"
zzagrp.Entrgo, BERENTACRASS GAON CONSTRLIGEON AND P.. TO
rgi..11;;;.'1„,21=174.1ff'D'"'s"'"
14.4.61 5 ACRE DRAM. AR. TO ILIMORARY
Au'AE`FEWFPR"A g MINA%
sTe
KLVZZIO^OETA 'EVE 'NTR"
mar
angrAcrgo=ro
'EEl'irt,nrialFFAE---
.
PFRSPECDVE VIEW
KAMEIL
TiVRAME
LONorENVA s2R,Nts
OWLET 2OXE 25R OF SURFACE AREA
ZEAL Yak&
41,1" 1
SEDIMENT BASIN DETAIL
BAFFLE DETAIL
SEQUENCE OF CONSTRUC770N PHASE 1 SEQUENCE OF CONSTRUCTION PHASE .3
PURPoSE CANSTRUCIMIX TIE SCOPE TES PROJECT IS TO GRADE PAYE AND ORAN NEW CHASSIS STORAGE AREAS
1 RCM. ANA PONT. /LAMI PPOET ANO A PEREPPAN weer .TAINFO ANy 1 AND
OISPERNILL ACM.. OrPUR A COPY OF TIM E&SC 1HE COC AND A HA. COPY PIE PLANS MUST BE KEPT ON S. AND
2. "97541`Onegfy far. .`"".
Igo=13"3"."OrptigOlUray"ZZ 1V112,7 ;01"0`."...11ETALMEgoL7L=1 O.7=ITARgynglIZ.
4. INSTAMILL7OPOOTOLLEON NORTH AND SOMA SD. maar LOT AND Ga. Si. LOT
' .:7-°"TrEETA177=-7,1i7E0E2i7=x-r=17,g7„,a7goaenvg;---
' sZo7ORroAN.T DE ...ED ITHIL ME SISECTuR. AND DAIERSONS TO ME SEPECTIERES ARE COmPLEIEL1 E INSTALLED). SE.
MULCH. AZUN../LINE W/ ROLLED ER.. CONMLL PROIECTON (RECP) AND PIN. BASINS AND 01.SICILL IMMEDIAIELY UPON
OARING A. CRUSEWC oF sITE oR 0.4.111. (sELLmENT .0 ERos. c.TRoL ALA.. ELLE AR.s odusT ALREEoy HE
a N".111 MING GRADE INTO DA.S AS REWIRED. AS GRADING =TUE CON1RACTOR NvERT LATER FR.
rEr NAT nav ouRevo
IFIOTALLA"12.7:" STNN,W7m0R77STSNE ANTZP.7671T'OFTLIT "
yu. oF PA. LE (SHIM LLSECTIERES muST BE L.PLETEL"747STALLED" "ErS:001"14"OlvInTOr BEFORE PROCEEDING TO THE
la ?RAN.. FRom FAH. INLET pRo.n. To No. .0 cRAIEL INLET ER0
111 ANI."1( "."1"cudErVAI's mAT E u As sET coNyRoL s mu .0 RE-sowswo Es. Bo a
a NECESSARY
V27 7n7RAR7M4L111° Cris' kfrA11747rollrav7tfrao"%747,74r "&"
CLEANOUT/REPAN DOE.. POND SIRUC... DECOMMISSION ELL.
A. GALL FOR AN ON -SITE REQ... TO 0.0.6.014/PHASE SET A TINPORARy PONO
°""1" ilArE" Alt."»:Orf '" "fl TZES172--rIPZ ''1227777r
(y), NEEEK0y, Fyymyy, oy3m.
o. IF THE ...ENT HAs. HAs wAyER IN IT. IyAn. nosy BE NNE. our FRom por suREA. INT0 A ELLER .0 . A LLLEL AREA
FREE DEBRIS ANOINER APPROVED I,IE.00
E R.OvE SWAIMER AND PLu. an, negES IN ME ',ISM APPLNABLE, R.C. ALL BAFFLE ...LS
r OF SEGGESM/GLT N DOT., OF BA. AND IT AL. BE HALLED OFF. ma NTH ORy mATTRiAL OR SET AS. TO
a nu: oa cona,r ea'. TO 11. FINAL rirvancw OR PRODHOT . ME APPROyED PLANS.
". 21";.= Vo"AsTIgfarrANMSFPITAN1 .o.cuso„, TEAM Lrounzzr 2-Terwm
la TEE OIVITAN"OFM'GlONEETRLIC.41 ACIPMES AND PERELLNENT EROS. CONTROL ELLASERES ARE /IV PLACE.
7°5„g1,67,..7A,V.ZALM
S.GT Non. (NOT) TO ANDEO AS APPRO...
NIUE MAINTENANCE .0IM.T AND EROSION CONTROL MEASURES MUST CONTINUE NHL TIE SI. IS PERMAN.TLY STABIL.. AND TIM
CONTROLS ARE R.OVED
SEQUENCE OF CONSTRUC710N PHASE 2
PERPOSE OF GONSTIMG11. ME SCOPE THIS PROEM . TO GRAD& PA. AND ORAN ArEw SIAS. STORAGE AR.S
FIE...
Z."AIRWMT`rannOggibrat"a"uff VZIa7 ALT, unais,mx.-krzgrz§,r,sognr,m
▪ INSTATY17OF=UCK. .TRANCES AT NOR. SIDE OF OTE REPAIR ON SOU. POE EXPANSION LOT AS NEED..
a lizSTALLAIllacETI.= ZINO. xa SIT al, AND CHECK NW). Arvr AM.". CONT.. ALREADy IN PLAGE TO DE
5 CLEAN OUT SEGMENT BASI. TO. IN 1.6 AND IT AND DIVERSIONS TO MOSE SIRUCTURES TO A FULLY ...NINO C.0111.. SEED.
ELL., .D ANCHNIMNE w/ Rai. ER.. CONTROL (RECP) .D PN, DAS. AND avERSONS 044.01ATELy uPON
.NSIRUOINIE
6. INSTAL.P. OF STORM DRAIN MM. AND PLAC..T OF TAM PROIECILLN AS EACH INLET IS INSTALLED.
'711"Ef6STEVEZNA7.73.44.7.ELET PRO... TO BLOCK AND GRENEL INIST PROIENION DuRING PALL.
GLEANTr""g1TAVINV4 SLT trvsr rwasr consmuc . yAL Or TEM SED T ERO
NyEASER„ E Z.; rENIIRE XL; ZAK°. ;0, THE S11,3„..C.1. IS IN 11. ELL,. 111E E.11. POND . PELL
11.
GLEANOui/RMAN Cr DETENT. POND STRILLIORE DEMENSSION SEDN.NIT P.D.
A. CALL FOR AN ON -SITE DETERMINAZION.ELTING WEN REC... TO 0.04...../PHASE OUT A 1=ARY 11.1.T POND.
gths:Avz
INSPECTOR ON TIM APPROYED .T .0SION CONIROL PLANS.
D. & 1.,SEDONENLBRAZHAS wzrpER mar,....ST Moor, OuT PM. THE SoRrA. INTO A PLTER .0 . A LE. AREA
,R,-„°,:sr,r=1"„x/zn, t-rt.TALAT,nramr==nr,
DRY. MEN HAUL ar
Var F1'orgWirHA'S' :EVCOWEIEMIREELMETTBREM=1"X, S.AM, NED TACK ACCORD. M
TchE sErzsA No A EN to A 171, RAAwas,4slyzrsaimTEAls, I s NI HT s TEE, .1.31. sr Ea Do. maw zpays. GR A ELL10
ATOEilE=ATD=R=TAZIPENIVIERIM POSSIME 1NE REF.EyGE ME GR..
la TX ANZVoN".-7a=TREIcno.AmpanEsAND FERELLN a T Epos. coon. ATE Ey FLA.
REMOVE ILL TVIVARY %%SS MILSTALLADElal,M,,N4a1,1=46,10=13 C.TROL MEASURES
SUBMIT NONCE OF .LLINAIION (N01) TO NCO. AS APPROPRIA.
NOM ......LTIXIELL.; SEDzaryr AND EROS.. CONTROL ALLESuRES muST COMS. .11L ME SITE FERELLNEMEy STAB... A. ME
PURPO. OF CONS... TIE SCOPE OF MIS PROJECT IS TO GRA. PAVE AND DRAIN NEM CILL.S STORAGE AREAS.
7. yir.A. „TienErOJEGT,. GONfiLEZE .,?THLNILT). ...;‘),AG:ITAGT,TELR TO,OLZE Our TNE EIMPLzAFTER DEELLR
DEOACCONTIGMI TO SUBMIT AN ELECTRONIC NOME RERMNARON (E-N01). A POO ANNUAL GEN.AL PERMIT FEE
TE,E=.1.1.11,41LE- NOT HAS Bk. FILLED PET
3. ALL ERoso. co..) sHALL INsTALLED FE A ?Amy ...ER TO THE Gomm oF THE
CONSOMMION ON WE ENVIRONMENT. .E CON.CTOR SHALL USE 1HE NC SOL .0SION MO SEGMENT CONIROL
DE."AnOrgorTROWN "INITAtroZITONTOO`Orn;11"INATLVIr NEMO
1157,21LlPOI 01-PgagrE11C0=EoLisSILT .VOE AND CHECK DANIS). ANY PER.. CONTROLS ALREADY IN
1;16;AilthEZO440=14,013,AIN S.. PEACENENT INEET PRO... AS INEET IS INSTAL.°
a IRAN... FROM FABRIC INLET PRA... TO BLOCK AND GRA. INLET PROTECT. DURING PAYING
"' To72
0
9ty...AIT.LrfirAL mavrAwEn Aro RERAIRED,7, racx RArni
3. Au NNE. .....".0"smoORARY .EDING SHALL BE COMPLETED AT THE .RLIEST POS.. ENE REEINENCE
la ;74ER .Off Pig" ArraLTY.TIROOCIETT Y INES AND PERAFANDIT EROS,. MN 07E:am/E....ES ILEA u4 PAC.
P7O" t.,„,rx,r-"nra tozrzsrrnz-
so.. Non. 110.01.1.4 Mop 70 Hoo. As AFFRopeuTE.
MAIN.NANCE CF SEGMENT AND .0.SION CON.. MEASURES MUST CONON. MEL THE Si. PERMANENTLY
STADEMED .0 THE COMM. ARE ROM.
NOTE:
SEDIMENTAPON BASINS SKIMMERS AND EMERGENCY
SPILLWAYS WERE DESIGNED USING THE
"SEDIMENTAWON BASIN DESIGN' AND *SCM 10771
SKIMMER DEWAIERING CALCULASON" SPREADSHEETS
PROVIDED BY NCDEO -E&SC DOWNLOADS - DESIGN
CALCULOION SPREADSHEETS'.
MT&
THE MOST N.M. DESK. PANNI.R IS PIE
ORYLLE SaE 1.11.1. GAN CONTROL
DESIRED DENATERING 1NE THE MENER
BASIN ONTLET SPE.
SEDMEMIT/ON
CONNECT
new.. JOINT
afra-r PIPE
.1ES
PEO ORM.
7E1.61= I
DOOR. TWEE SLLE
SEDIMENTATION BASIN MANE?
OWLET DETAIL
11151PORARY DIVERSION SUMMARY • PNASE 1 WARM
SWALE I 01..11805.0:66 7711 gni 2.10110N0IIIA I 1.8151H isormiwo5 *051*2
g_54 pm I Aorr 21131
101. 11.11. I MOM 2101
1211 001F. 2 F. 0101
.150 .16fT. Fl MD 1
ISOM Fl 1101
MOM FT nil 1
1211 In' 2.01
12 3' I r.3. in2,01
u 31STE SFS STP L
1.25i I MK Fi 2101
101
111
121
LTSYS
65.141
0J6K
12l Om,.
130 150K
1-04
Lfie
fil
14003
1MM
LSI
XP.12
6.121
116
22 Se
Si
TEMPORARY DIVENSION ILIMMARY- MOSE 1 GRAMM.
WW1 NMI. ARM CLI0 CF5 MR LEWIN 00110111111/1101111 5112E5LOPF
9. 2!! 0109
125/ LAFT. Fl
12 Sr
1116 Vilita: 210 210
tiO I
10 011•A
LINIAS
OP AC
SEDIMENTATION
BILL•lf
OMNI SUMMARY - PHASE
klfIldlIfIS.IlfilOSSIGNICIS SUSI THIPITIIIOTI
1 CLEARING
IVISPITISSITS ISASTTOTICITIIIIPSCITOTI
SLOTACSATIESSISSUIT0••1, VLIIIISSICTI SISIMITIIIMOSO SillIWATISIVALPII. STILLIVATISIIIIII. i MOM
10
LI
L77RC
LIB.
2115
MP
10.76
CM
DOM
75.0
SAW MOM
3110 WASP
NM
STSIS
510 I
SSP i
566 I
x34544.07.0111.F.
SMSEMSTIE
.11
MOSS
AO
SS
26320
MAO
OM I
0212
LT
11.11K
6,5
299
*20
2103 21440
32.0
SSTSSLISTSCSI.
,x.,
25
15120
001
13
161K
9.30
6.
MAO
MD 151a1
25605
5p:0 .
me I
...51.03.1[13 51,
. . .
SISSSF.TOLSOST.
12107
.
351.0n
s,..
MT
.M.
6 LI
CU
Fr 1' .--P.-n'W-E''CL
MOO
0 5
TS111 ma3
3 E .
moo
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EROSION AND SEDIMENT CONTROL DETAILS
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PROJECT NO. 19.007
SCALE: NONE
DRAWN: HB I REVIEW: GE
C4.10
SHEET 36 OF 42

GROUND STABILIZATION AND MATERIALS HANDUNG PRACTICES FOR COMPLIANCE WITH
YHE NCGO1 CONSTRUCHON GENERAL FERMI"(
Implementing the details and Spetificati5nS On this plan Sheet will result in the tonStruttion
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having Jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilisation Timeframes
Site Area Description
Stabilize within this
many calendar
days after ceasing
land disturbance
Timeframe variations
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b( High Quality Water
(HOW) Zones
None
(c} Slopes steeper than
3'1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
Id) Slopes 3:1 to 4:1
14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swains,
ditches, perimeter slopes and KW
Zones
-10 days for Falls Lake Watershed
(e) Areas with Slopes
flatter than 4:1
14
-7 days for perimeter dikes, SwaleS,
ditches, perimeter slopes and HOW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanen cessation of construction activities, any areas with temporary
ground stabilization shall be converted to perm tent ground stabilization as soon as
practicable but in no case longer than 90 calend r days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
T. -. SYNRsatlen
• Temporary grass seed cowered with straws
other mulches a nd tackiliers
• Hy&nseedilg
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mukh
• Plastic sheeting
Permanent Stnblltratlen
• Permanent grass seed covered with straws
other mulches and tackifiers
• deetexule tabrks suer, as permanent Sall
reinforcement math ng
• Hrdroseedmg
• Shrubs or other permanent plantings covered
wit/amulet
• uniform and cover distributed grrwnd COW,
Sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retalnlrg wags
• Rollederosion control ..duds with rase seed
POLYACRYLAMIDES (PANS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/FtOtCulont3.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAM$I IOtca!Onts and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identity leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate conta mess and properly dispose as
hazardous waste (recycle when possible).
5- Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6- Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials -
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or bum waste. Place litter and debris in approved waste containers.
2. Provide a Sufficient number and size of waste containers le.g dumpster, trash
receptacle( on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain Inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does nut drain directly to a storm drain, stream or wetland-
5- Cover waste containers at the end of each workday and before Storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers es needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site-
s. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1- Install portable toilets On level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind slit fence or place
on a gravel pad and surround with sand bags.
2- Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
SD feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless It can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
fire feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on thls sheet and In accordance
with the approved plan and any additional requirements. Soil stabilization Is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs_
j" ', • ' NORTH CAROLINA
Of Enyfronmental Qualify
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state sold waste regulations and at an approved facillty.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on in[ps yjos,: barriet.Tisd
lot perimeter silt fence.
4. Instal' temporary Concrete washOubS per local requiremert7 ri ere app.1[:dde. IT,pn
alternate method or product is to be used, contact yOur . l:ri authodtf)5r
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5- DO not use concrete washouts for dewatering or storing defective curt or sidewalk
sections. Stormweter accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least One sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to Identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10_ At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1- Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticldes In their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into welts, starmwater drains, grourfcl water
Or Surface water. If a spill occurs, clean area immediatdl5r.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOIMIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not srnre hazardous chemicals, drums or bagged materials directly On the ground.
NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE! 04/01/19
0 O
H Z
Z
O z� 0 O
N-1W NUD
PROTECT NO. 19.007
SCALE: NONE
DRAWN: HD REVIEW: CE
04.11
SHEET 37 or 42

r-, n r-1rni
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rn
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0(205)423-5082
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG4P-1629)
PART III
SELF -INSPECTION, RECOR DKE EPING AND REPORTING
SECTION A: SELF -INSPECTION
PART III
SE LFI NSPECTION, RECORDKEEPI N G AND REPORTING
SECTION R: RECORDKEEPING
PART III
SELF -INSPECTION, RECOR DICE EPING AND. REPORTING
SECTION C: REPORTING
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weatherer site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection maybe delayed until the next business day on
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
performed upon the Commencement of the mend businessday.Any time when inspections
L. E&SC Plan Documentation
The approved E&SC plan as well as erw approved deviation shall be kept en the Site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
ss h shall be kept on site and available For
The fallowing Items sdurg pertaining total busi&SCness
Inspection a[ all times during n[rmal6uslness hours.
1. Occurrences that Kan be Reported
Permittees shall report the following oowrrences,
Ia] Visible Sediment dep6sition in a stream Or wetland,
spills
(b) Oil Plls if::
were delayed shall' be noted in the Inspection Record.
Item toDxument
Documentation Requirements
• They are 25 gallons or more,
nraewner
mows (WW1, mental
dnesshorrsi —
Ill lain rear WCab
ma reel n I
good working
order
Impenlun ,ec«danwat IndWe:
fCa r _ _
Pally rainfall et�ulRi • . 7 -
e pe may ran gavy ww,,.annnr we mane donna weekend or
holiday periods. and re inrtaduat day rainfall inMmplbn Is
mailable, record the pwituYthe rain measurement for Mee on.
atone. oasis Cane Chas mg dammahe d a sae 311.1van is
..dad) bays an nhcb no rainfall ...rind shalt a rermdad as
{a} Each E&SC minswe has been installed
and d0et not significantly deviate from the
locations, dimensions and relatre elewlsons
shown on the approw,d c&sc plan.
[racial and date each E&SC measure on a copy
of the approved E&SC plan or complete, dale
and sign an.nspection report that lists each
Ease measure Shawn en the approved E&SC
plan. This documentation Is required upon the
initial installation of the E&SC measures or 10
the E&SC measures are meddled aaer Initial
inatallapon.
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters !regardless of volume), or
. They are within 100 feel of surface waters (regardless of volume).
IC] Releases of hazardous substances in excess of reportable quantities under Section 311
Of the Clean Water ACC (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 tf CERCLA
o c
' The bun .re may tin another nln+ronlmreip Owlet
avowed tor the ohkbn
{bl A phase ofgrading. has been COmpleled.
INDaI and &tea copy of the approved E&SC
IRO: aD CFR 302-4} or G.S. 143.21s-&5-
D1 MSC At cast deeper
treasures 1 calendar days
and *KW 2a
1. Idetlficade el the measvn Inspected,
2. nate and time et the Inspcxtbn,
a. gamed chepenbn per.ormina We Nrpeetle.,
plan or complete, date and sign an Inspection
report to indkate completion of the
mnStruCliO1 passe.
Id} Anticipated bypasses and unanticipated bypasses.
Monet rain
a I.OIMd F
meet2e hours
4. Inifeadon or whetmer One measures were opermne
peeped,
S. Descriptionpr maintenance needs la the meow...
0. bescriptbn, Mdiote, and date el corrective actby user.
Grogld COY', is 10eated and innelyd
In accordance wlh I0030preved E&SC
gl.n-
Initial and date a sew of the approved E&SC
plan Orcomplete, date and Sian an inspection
senorita indkalee0nlpiian0e with a pprolMd
(e] Noncompliance with the conditions of this permit that may endanger health or the
environment.
t3]stmenwrer At lulu tree per
1. Identifeadon eI0,edi0Naraceunele inspenctl,
ground covet 3p tl1 C3tiOM.
dlschnee 1calendar days
nadalls iSb[sI ano rat hen 2+
nra non
20nr.[.1.n IdaF
2. bate and timed, i M. inspection,
a. Hamad th.p.can prrlorm to du. inspection,
a, E:deaze of Ind...., pi anrmwa.e.da. such as al
sheen,i,o1.dsuspendafialMsordlude",'',
(d) The nwlntenanCe and repair
requirements for an E&SC measures"
have been performed.
Complete, date and sign an Inspection report.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
2¢M1ours
5. Indeatkn orvtwe a,dimenelwvlrrg the dte,
G pa.crt Cary «dd.n.,Ond mend crane.. pion-
p
{el Corrective actions have been taken
Irulial and date a copy of the approved E&SC
the appropriate Division regional Office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
ten] ...knew or At least once per
site 1 calendar days
and withkd Le
if risible sednmenlatbn k fond ovoid, site lMn, then. record
of therolkn,ne shall he made-
1. actions taken to dean up...bike the sediment that has left
to E&SC measures.
plan or complete, date and sign an inspection
repdrt re indicate the completion of the
corrective action.
reported to the Department's Environmental Emergency Center personnel at (800)
85&47368
u rs of a roan
pond, a 10 in n sat
the site limit,
2 pr,crNewgew.ne. Oral lace of corrncpmactIeas ea.., and
2. Additional Documentation to be Kept on Site
Oc unmet
RepmeNpnmeiames/After Cesmrerel end Other Requirements
2e hours
a. Attespgmlb. .I to ON Red.,. ease,, mro.mpl ruwre
releases.
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
(a) visible sediment
deposition Ina
• WNW 24 hours, an Oral or electronic notification.
• Within 7 calendar ales, a report that contains a descriptionof the
EROSION AND SEDIMENT CONTROL DETAILS
SELF INSPECTION, RECORDKEEPING AND
REPORTING SHEET
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
one. per
(5) Screams et AT .R.0115011.11,
ds w anrite !.nra ear dart
or ',mire and within 2a
Iwhere ...hot. win
aree5elblel 0memc s 1.0 Iwo In
24 hours
1515rn1C — n ,er na;h pray
a*,mia.rpm danaa.dg
maser,
■shanwetlwetlandInsn e prce thas asad vldby paaaanpmn or
AmoreAmorehas rnn.r0'+vna.prvrtwInn,. CM
ry Incco.ehnaclleo
subtly, theta tetanal cMte i...M.0..1 be wee:
1. oescripti ..10oe and date cd coweceve actions tate, and
2. Recce& cline mused repent to Ohea00,000lne Wagon
Reanat[graze per Part III. Srmm� 0.Item /21/atof.hIspen.It
1-p.The abate of eaeln.11yyna acgn of granter ERSC
m. rlraniBand petbing, in.tallargnd.t..m
dabs,. faeYtler, completion of all land.deurbkng
Division provides a site -specific exemption based on unique site conditions that make
this requirement net practical:
(a) This General Permit as well as the Certificate of Coverage, after It is received.
Ili} ReCOrds of inspections made during the previous twelve months. The permitter shall
record the required observations on the Inspection Record Form provided by the
steam or wetland
sediment and actions taken to address the cause of dte deposition.
Division staff may waive the requirement lot a written report on a
se -by -case basis.
. it lets st seem Ic named tin the Nj 305.WI IIIS ea Impaired lye Sediment.
related Gres, the permitter may befegllked to p0110lrh. afhliti0nal
m0nlf0sln., akspe[ihnt Or Apply more stringent pradfW If BAR
derermine I011 additional requlrements.re..eeded to assort compliance
wan the rMal ornate impaired -waters conditions.
indult,, sonstntnlonor rederebn. pent, penwnem
a1°°n0 `W"rt'
2. boomnenpabn that the"cooked ground stabnratkn
meows. hanks, wovnieo we n the mvpeoo
timers.° or w ;Bina..0 that Ihey wIII be prov10C0 as
seennpeesble
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown t0 provide equal access and utility as the hard -copy records.
3. Documentation to he Retained for Three Tears
iR}flllspills and
lease of
hatudaus
substances per Item
Llblidabove
. WIN,nn;nl4 ham, an Oral or electronic nplamatinn. The twine Odom
shoe tnCt0oe k.lp II or r n about the dale, time, nature, volume and
IgreRnn of the spill er release.
NOTE: The rain inspection reset the required 7 calendar day inspection requirement.
All data used to complete the a-N01 and all inspection retards shall be maintained for a period
of three years after project completion and made available upon request_ f40 CFR 122.41]
(c}Anddspated
bypasses [40 CFR
. 4 reawam War red dgaaefpre the dare of the 0pp044, ROWN&.
The MOM Shall iM1 40 an evalWGonIN the aMitipatatlgwlity and
122.11(m1t3))
effect of The bypass.
PART II, SECTION G. REM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
/d) Unanticipated
bypasses [40 CFR
122.41{m)1311
• Wfmm le Odom, an oral or ekttmnic reeificatidn.
• 1HUrhe 7calender drys,. report that Includes. evaluation of the
quality and eNlest Of the bypass.
Sediment basins and traps thatreceive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The tircumstances in whkh it is not feasible to withdraw water from the surface shall be rare (for example, times with extended told weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the nor .surface withdrawal and the specific time periods or conditions In which it will occur. The nonaurface withdrawal
Shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2))cl and (d) of this permit,
le} NOMomprgnca
with the conditions
of this permit Thai
may endanger
health.. the
e.w rgnmentl4D
CFR 122.41/IH711
• Within ld hears, an prat or electronic notification.
• Within 7eptender dap, a report thateontarns a descrlption of the
noncompliance, and ils causes; the period el noncompliance,
Including exact dates and times, and if the nonrompllante has not
been corrected, the anticipated time noecomplla peels expected to
conunu.e; and Stein laLen Or planned tb reduce, eliminate, and
prevent reoccurrence of the r.wavmpllae.. [40 [FR 12aAlwaivee1-
• Division staff may waive the mfa
I ent fee a cornu
corner report one
ease.trrcaae bash.
(c) Dewalering di0Charges are treated with COMMIS to minimise discharges of pollutants from stornawater that is removed from the Sediment basin. Example.5 of appropriate controls Include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d] Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in item ley 0I16.41.
(e) Velocity dissipation devices such as check damsediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(F) Sediment removed from the dewatering treatment devices described in Item Ica above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
—•-b
Ls,
rl NORTH CAROLINA
'n a`SA Environmental Quality
PROJECT NO.19.007
SCALE NONE
DRAWN: He I REVIEW: GE
C4.12
SHEET 3e OF 42
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19

a',.¢
ril CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
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XES
STANDARD GRATE INLET DETAIL o KNOCKOUT ARE NOT m.
CONSTRUCTION DETAILS
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
N rS.
N. T..S.
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PROJECT NO. 19.00J
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FOR DOUBLE MO INLETS MIRROR TOP OF
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END ELEVATION
D.c.
CROSS SECTION
EaWAY
SECTION A -A SECTION B-B WINGED CURB INLET DETAIL
CONCRETE lEADrWA L DETAIL - DOUBLE PME
N.T.s
N.T.S.

5. w DE BROAD
SDI A o let FtetWe
ril CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0'.[phone]
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG,. P-1629)
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COMPACT,
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AO, WATER D'ART. DESIGN VOLUME acRSWOESTE
FORMAY
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As
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co
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CONTRACTORv
sox „ma,. raw sT[wE
r
AROUND
Ewa
eaa iaivac"wz�Eoa
Lc
a s
¢zxm STEPS rs ON
NIMIN EACH ROW FOR ME .TIRE GOWN
Of ME DRAINING LATERAL PERFORAPONS SHALL
.
SAND FL�ER L NE A
EILTER E
�"`
MEIER. CLEAN OUTS ARE
x�aM'�NEn ai a taN AT EACH END OF APE RUNS.
a
�:
1: 20 SCALE
oRIOR ro HE INSTA„,. "T ME SAND EL..
s' eDr DEAN sroNE c
r
¢ -ria r5IVALL
PUN
GENERAL NOTES.
II
SECTION THE DETAILS SHOW 12- THEN FOR
STEEL
,N„Ta,xxD ME STDNxwA,EN CONTROL ACCORDING TO THE MAINTENANCE PUN
ASSIGNS HAW ME RAT TO A ME SIORuwA. CONTROL FOR INSPECT S OR
{
,FF , rs: bP ®O SA ...
SECY.. SHOULD THINNER SECTIONS BE ALLOWED,
I , ��
GINEER, CERIIFICATION OF COMP,11011 KILL BE REQUIRED PRIOR TO THE FINAL
TE
PRIOR TO THE ISSUANCE OF ,HE N„AL CERRNCATE OF TO DE INSPECTED TO OCCUPANCURE IT IS Y. DE D AND HAS L D W E
CDNC COMPACTED
COLLAR AAN,L, AROUND SECfC A —A
THE CONIRACTOR SHALL BE RESPONSE, FOR
RE-cDNNR,,,NG
ASHa„
,,,A,,,,,
SAND FILTER STEP DETAIL
N. T.S. C01YmACTDR
AAANTE- AAAA„µ SAND Ea>FRIION
NOT BE ALLOIWR
N. T.S.
O.ues leeeunn taE.LFee
■■/i■■A
ors .."F...h.F
CONSTRUCTION DETAILS - SAND FILTER 1
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
oy0
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wro
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■■.•■■■■■■• \
w..w, a. em<,e nAAw.•„al... xe..onoo �w
o r CUTLET PLATE DETAIL ..wiacA..•w.... a
■■��■ ■■■■
11■• �I■■j ■ `
JCONCRETE
POURED
WALLSNTs. WITH.,a"'"�.""" .
i RFD
re
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NDHiTERND
IA
■II■■■■I■j,�■■■
�T ■■■■ •■■■TER D \
'■■■■■■��■■■■, S 11
/
COMPACTED
WOE CURB .DE BROAD
- �R.ow`Ni naA WATER auA t SkN MIME ELEV. _ ,e„=
RE,
SF FS.O
AN wD. “Rf
PARTICLES SHALL BE, "TMAN`a01 Ala DIAAMETnr
BE (),' PERFORATED
Sum ol Forms .0=AS RP
vr.wlrcem .we.n aR...eE «Lean ,s.J N. Imuin
Sumnury:SeM Ab[Fn.Mete6en MI NOT M[eee1TM WIfYLLMFFeMFFe
1
\,■■■•■■••� �II II
.LIjI�BACWILL
AND
FORMA,' CURET sox
PEREORATONS SHALL DE PRONDED AROUND ME
I\\CONTRACTOR
S
,r
igL
DIAI.IE. CF ME PIPE AND PIE PERFORAIICWS SHALL
FOR
ROW THE ENPRE IENOTH OF ME NING LAIERAL.
caRivac"iwgo9
CENTERmp
V
PERFORATIONS SHALL DE 3/8 NCH IN DIANE.. CLEAN
SAND R�WEw /E f
-
�
RIc
CUTS ARE QUIRED T EACH OF PIPE
RUNS
,H[ NS,ELEADNA�A, AND FILTER DIMMED? PRIOR
a :ARON
PROTECT NO.19.00]
1:2
ra' asr DEAN sTmx
-
SLAB SHALL DE POURED-W-PLACE
Wii
.
SCALE: NONE
�ejy
. -
eoi,cw L „i'
4. WALLS AND
THE SHALL DESIGN -BUILD THE
WALLS
REINFORCING
rvAN REINFORCING
GENERAL NOTES
r=.
•
AN REINFORCING AND WALL IMUMAV
WALLS AND SLAB Rle MIND FUR
ME DETAILS row T=" i MAXIMUM
DRAWN: NJOI REVIEW: CE
MAINTAININGmwaTER CONTROL AOCOROM TO ME N
A�ttEss
; [
MOUGH ACTUAL OE.. BUILD SECTIONS MAY ALLOW
THINNER SM.. SHOULD THINNER SECTIONS BE
PC • C „El �
C5.1
SHEET . OF 42
ASSIGNS HAVE >iAsmeuwATER CONTROL FOR INSPECTIONS
nIE RltlIiETO
a� /
�
THEN ONn FtTOR SHALL
ION LABE RESPONSIBLE
RE -CONFIRMING w2 FOR
l
RCAaNG AS DES,GeED AND HAS ROLL,SIG-, unN„E
PRIOR TO ME Of ME „Nat CERMTCATE DE OCC,ANC.
CON
GOLLAR ALL AROUND COMPACTED
SECnON A —A ..•• > „
ALLO.ED DRAN,NG INTO SAND NITER SHALL NOT DE
E`'°""'
ISSUANCE CONTRACTOR N. T.S. n_TO Ts TO
-asa.rs
SAND FILTER STEP DETAIL
N. T. S.

TOP
STEPS 12. ON CENTER
5. WE CURB
SCUPPER (FLOW IN)
SANDWAED
GENERAL NOTES:
4,,,,,NCI.BATNER AND ru„ ASSIGNS HAW INE RIGHT TO ACCESS IHE SIORMIVA. CONTROL FOR INS.ECTIONS OR
GINEER, CERIIRCAPON OF COMPLEIION KILL BE REQUIRED PRIOR TO ME FINAL PLAT OR CDRIIRCATE OF OCCUPANCY.
TCAMWATER COMP,. IS TO BE INSPECTED TO ENSURE IT I S FUNCTIONING AS DESIGNED AND HAS FLU DESIGN VOLUME
PRIOR TO THE ISSUANCE OF THE RNAL CERIIRCATE OF OCCUPANCY.
( J-554.50
. • • —Pi IF
O
1
TOP OPr
ATMOSPHERE
11111
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13- /57 CLEAN ST
SECTION A —A
N. TS.
GAL FENCE
TOP 36,50'
n(�PV5C;5TPIPE HWiNNE
WA,
(FLOW ORRO Tm »EIR
PA
ALL BE LESS MAN 241./ A. DIAMETER.
BEPIPE SPACED AS SHOWN.
RUNS
4. WALLS AND SLAB SHALL BE POURED -IN -PLACE
FOR THINNER SEOUL,. SHOULD MINN,. SECIICWS BE
5 ItEpol01..ES DRAINING INTO SAND EX. SHALL NOT BE
O UNat FlotO. W eulatoe
Pgen AIleE[mem.•I.e
ISIllll[EIINI� Sd Mx am
Ira.
eNeantawne ewuon
Snip e.L..W.{
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Din. Ia.. gissaise
CC•R N'eIL WI., •' is
spailit GEMS. S0e.5G
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WaIN
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SAND FILTER STEP DETAIL
N. T.S.
2
5
SAND 2 LTEREUNE J
GENERAL 0
NE PROPER, OWER , RESPONSIBLE MR MAINTAINING ME STORMWATER GOWN.. ACCORDING TO ME MaNTENANCE PLAN
INEA"' TOIN"CFnalUMEVAN7NO"R 'ASSIGN'S' HAVE INE RIGHT TO ACCESS IHE SIORMWA. CONTROL FOR INSPECTIONS OR
"A'rGINANE.'""S'LBP""'A'A OF COMPLEIION KILL BE REQUIRED PRIOR TO ME FINAL PLAT OR C.IIRCATE OF OCCUPANCY.
SIORMWATIR CONIFOL IS TO BE INSPECTED TO ENSURE IT FUNCTIONING AS DESIGNED AND HAS fl,LL DESIGN VOLUME
PRIOR TO ME ISSUANCE OF THE ',NAL CERIFICATE OP OCCUPANCY.
le RCP INLET
a(A1> s o
CATES
TO, 387,0
,CURB( TSP.So..00
PIPE 100405(5)
TOP OPEN TO
ATMOSPHERE
1II1II1F
l�� ,�P�1tt• � aP.�aot l�J-1
F
l POURED AN -PUCE
CONCRETE WALLS
D.°FS i rPT
}COMPACTEDL
COMPACTED
TLETZ
SAN-7 f £ J
1. 1
4'4OUILET BOX
OPEN TOP
SEC7ICN A —A
NTS
EL
scH
OUT) AD CRESTED WUR
OW o
SAND FM. NOTES
I. SAND MMIA SHALL BE snETZ
MASONRY SAND SUCH
FARM. SHALL BE
PIPE SPACED AS SHOW. MINIMUM OF ECU
PERFORAIIONS SHALL BE PROM. AROUND IHE
DOME. OF NE PIPE AND THE am TONVHALL
5.Far
4. WALLS AND SLAB SHALL BE POURED -IN -PLACE
FOR MANNER SECTIONS SHOULD RIMER SECIICWS BE
WEEP HOLES DRAINING INTO SAND FM -ER SI,. NOT BE
OltN1 llotluoe OYaallne
P.a...: A on.3
1Sllll][Ilax:f6 f0llln,I.J
✓
MANN, S01 e.NoN
......
W.WIalLaw. anmr-
a�lacans -sea.
.01 a n.,,. rer.wL- WeanN
Ry s. 1.1. 11..WI..
solNer Foe.
W IC
ISDaS
lwW
.
MUM! ax
&meiFen. 11,1.415.11. Im
w..erk. [ow_ Ap.nelo ks . FLA..51 111. I(015614'
Surma, Saud W0r.xMwnloe..IN WN hene.okW by enx4e e•e.li.l
REINFORCING
SAND FILTER STEP DETAIL
N T S
CONSTRUCTION DETAILS - SAND FILTER 2
Z
0
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PROJECT NO.19.007
SCALE: NONE
DRAWN: NJOI REVIEW: CE
C5.2
SHEET 41 OF 42

ril CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200OFFICE PARK DRIVE SUITE 215 BIRMINGHAM, ALABAMA 35223 0(205)423-5082
CAPRINE ENGINEERING, PLLC (NORTH CAROLINA REG4P-1629)
''''' ..14'E'
.I. MN 6. MAXIMUM SPACING
IOW. SQUARE WASHOUT MT
..,\ \\
----.
.-.-----.-\
\
STEEL ROST
i.'4 0,
.0/
1
4
TEMPORARY
,,,,,,,,
1
...A'
SEDIMENT FENCE
_1
Pa
.
3..
--.., ..o..,
,w,o ,mom
I. INSTALL CONCREM WAMOUT PIT IN L0.11021.(S) SHOW ON PLANS
, UNE PIT M. IMPOMMUS FABRIC OR POL.-11.LE. SPE. A
FABRIC WO GROUND OUTSIDE PITAS SHOWN
.---.-
...... LI
5X
',‘
'ZITO
tgl
R
(MIRAFI 500
MANTEN.E . E°.9,
INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER .CH SIGNIFICANT (5i
INCH oa GR.TER)RAINFALL AND MAKE REPAIRS . NEEDED_ REMOVE SEDIMENT
AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT
*OD STAKES
7 W.HED SMNE I, TO 1 /R. GRID OPENING)
(P
• FD STAKES
a N.M.( irnnEr, AND SEDIMENT DEPTH , I, PIT MUST BE EXCAVAl.
AND RE-LIN. WHEN DEPTH , SEDIMENT REAC1MS , OR COWIN.
WATOMSEDIMENT DEPTH MG.. I, MUMMA, WASHOUT ,
.,..,,,,,,,, ,,,,,,,,
2. ALLOW WA. TO EVAPORATE COMPLETELY PR. TO EXCAVATING PI,
I
..7
PLAN NEW
PLAN
A
NEW
I
RAINS. WHEN THE CONTRIBUTING DRANFGE AR. H. BEN ADEOUATELT
STABILISED. REMOVE ALL WENN, AND ANY UNSTABLE SOIL. AND EITHER
.LVASE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO
WIRE IAESH
c.,,,,REFB RLocK
5. wAMOUT PIT MAY BE LOCA. NO CLOSER MAN 5.0. TO DRAINS,
IN., OR SURFACE WATERS.
ATTACH FILI. EWRIC S.URILY
ATTACH OLTER FABRIC SECURILY
ppop, g,DE, piEN sp,o.o, ,,,ND comp.., , AppRopp,,ELy ,,,,,,,
ALL BARE AREAS AROUND THE INLET.
2:, ,LopR
elg
...-
.,...... .,..,
CONCRETE WASHOLIT PIT DETAIL
TO I.25 ,f/FT S.EL POST.
OVOOLAPPINO FABRIC TO NE. TOP MU. NECESSARY
FOR STAB..
STAKE A G HT.
T '' 'IN /LT FLIft• 7'
STAKE
F
UTY
LPONDING HT.
1....H.I
. .4.. ..' i
...% :...„',.?".41;o
2
, ' oa aarrzre ,
T
t VNIRWOIr'
T
WASHED
CRAKL
'
157 WASHED
STONE I'M, t-
-4.6 F-6.
OgiE64,§4E9g4Ei '+!
Fr • • •
,.
. • • • •
110-04
I
•
---4,
(MIRAFI 500 ... 1 MIN
a • •wfe.'..
•:;iti.. 3... . CENTER
F.TER FAS. • •••••••-•.,..
•
F.!
, WH' GRAETI
I
,
,.. ,„,
F'" FFFAF
a-r
t
2.
MN
wen(W A -A
SECTION A -A
SEDIMENT BARRIER OUTLET DETAIL
SPECIFIC APPLICAPON, THIS METHOD OF I LET PROTECTION IS APPLICATEILE WHERE
ragmawgz% TLIngreze"- ' ---- -
w D.p 22, soommor
mommm ARE To
BE us..
poR somw
MANTENACE
INSPECT THE .RRIER AT L.ST WE., MD ATTER EACH SIGNIFICANT (16 INCH OR
' >
I. DROP INLET SEMMENT BARRIERS ARE TO BE US. FOR S.ALL.
NEWLY LEVEL DRAINAGE ARE. (.SS MIN SZ)
2 USE METAL ST.. 3' AMMUM L.GIN
nznar I.EvEL DRAIMICE
2. USE METAL SE..
.;,_ www woo , wow
AREAS ass
3." MINIMUM LENGTH.
mow, (poNomo noon,
nom, sz)
womw
BE woo
H
l'iti''
.`.°,N1177.F.,Dr""gs111'2.,%.1 TUM,,,,TINEgat'Po'r IL
NOTE: TYPICAL SECTION
wtow I. GROUND ELEVATION VOWNSLOPE . PREVENT
.NOFF MOM BY- PASSING THE INLET. A MODO.Ry DIKE
BELOW THE C.UND
RUNO, FROM er-
ELEVATION DOW.LOPE
PASSING THE IN.,
TO
A TEMPORARY
PREVENT
.KE
,..-- ,BACA42;JOEIVALK
CATCH BAS2,1
PROPERLY. BRING TIE DISNRBED AR. TO PROPER GRADE. THEN SMOOTH AND
COMP.T R. APPROPRIATELY STABIUZE ALL BARE ARE. AROUND THE INLET.
T. = MCKIE. .CKNESS SHALL BE DETERMINED BY THE ENGINEER.
MINIMUM THICMESS SHALL RE WM THE MAMMA( STONE DO,.
m„,.. , ow,,,om ,o wo, wmos..wom ,,, , www
SMUCTURE.
MAY BE NECESSARY
STRUCMRE.
ON ME DOWNSLOPE
.DE OF
THE
BLOCK AND GRAVEL STONE
NEY. .SS IRAN 6. (150...
SIL7FENCE INLET PRO7EC7ION
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DROP INLET SEDIMENT FILTER
8E26EPROTECTION DETAIL
INLET
PRO7EC770N
2 ST.
N. T.S.
(BACK OF CURB
URB I C C BL
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SEDIMENT FENCE FA.. REINFORCED
CLASS -A." WIRE
SILO.,
pommAw
...moms
PREVENT .GGINO
-
FILTER FABRIC
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C PAC. EARTH
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SECURE AT EACH
ATTACH nuna FABRIC
SECURUY TO UPSTREAM
SIDE , POST
POST
,,,;,,,.
„
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SLURRY FLOW .Tr
0.3 .1./S0.. MAGNUM (MIN.)
''''''',r:..''-'7O:
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,..V DOWNSLOPE.
\
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MAX SLOPE IONS. A. ---
CONCRETE .0,
,,,
/
1.4. MIN.
* . , (' le MIN. .,/"..„
SLOPE FOR illi/Cii SILT
(EN, m AppucADLE
'
0
—
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CONSTRUCTION DETAILS EROSION CONTROL
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
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BACKFILL
MM
100
CU. INLET
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FLAT BOTTOM
fOTER ;MOM
•
. ----21 -,-.., STAPLES
TRENCH DETAIL
WINCH DFTAII
5 10 ION
50
GI BASIN
LIQUE.M.VDee. ---"'--
.36T'llr'n7 HIVI MAI.'
10 TO 20M
.
INSPF(DON AND
(10015VTIMB.M)
pm HoGHT
G T
INSPECT EVERY SEVEN CALENDAR DAYS MO
FT. EACH RAINFALL EVENT MAT PRODUCE,
MOEN 24-HOURS
H-INCHES OR
I. USE BLOCK AND GRAVEL MPE SEM/ENT
TYPICAL SI OPE
SOL START 17A 770N
FLOW
IMRE , PRECIPITATON CHECK FOR .S.VME1VT
FENCE INTEGRITY. CHECK X.Nei•E RUNOFF
BUILDUP AND
HAS ERODED A CHANNEL
WHEN CURB INI, , LOC.TM . A
cFG7TNN A—
z,</r>r2'''‘',Io/c.:,W,7
ejIgl'kInR"ZiCK
L. SACK gf,"&'T,,g17/4,T,TATN:f,n`f
ZCIAFTBTIC'MARS
,BN,r,
WAT. CAN POND AND ALLOW SEDIMENT TO
SEPARATE FROM RUNOM
2 BARIZUHALL ALLOW FOR MOREL.
'?(FIETZITZSPMZIDT.WIENT'Tkr
GRAVEL MUST BE REMOVED FROM THE
TRAVELED WAY IMMEDIATE,
BLOCK ec GRAVEL
CURB INLET
SEDIMENT BARRIER
Noms.
1. SLOPE SURFACE SI.MLL RE FREE OF ROCKS.
CLODS. SUCKS AND GRASS. 1.4TS/ BLANKETS
rALIIPITIEILTOnErilgirrBrOIDRE PUONC
NAME..
trA'PALVE rLo.L.-ag.r.gor,,K, T,
SOIL. DO NOT STRETCH
EROSION BLANKETS & 7URF
REINFORCEMENT MATS
SLOPE INSTALLATION
ScLA;EliT.
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...,
' <'''z
INSTALLATION
WITHOUT
a" (2 m)
o:
(4g;,:6
\
7RENGH
TRENCHING BEILEILTEILSEICLC
.F.L.rif Norm BEGNS TO DECOMPOSE. OR IN ANY WAY BECOMES
I. SILT FENCE SHALL BE PLACED CN SLOPE REPLACE ME SECO. , PEN, IMMEDIATELY
CONTOURS TO MAXIM. PONDING EFFICIENCY
. / ' REMOVE SEDIMMIT AC...MATED ALONG ME
..4 , /,/ 2 R.OYED SEDIMENT SHALL BE DEP..
TO AN AREA MAT WILL NOT CONTRIBUTE 1,,,,EXEL 11,111,EZCHT OF TIM F.V.
SEDIMENT OFF -SITE AND CAN BE PERMANENI.
sraraurra Agovr MAPPED SEGMENT FROM THE ...
3. CONNECT fILTER FABRIC TO POST W/
g,A"xieml aZ,. NV VY DUTY PLASIIC NES REMOVE SILT MY, WM. 30 DAYS AM.
IS ACM.. OR AMER TEMPORARY BEST
DETAIL OYMPS) ARE NO LONG. NE...
SILT FENCE DETAIL 705557500Y STAB.. OISTEIRBED AREAS
INEFECII.
FENCE IMEN IT
ESPECIALLY IF HEAVY
OR STABIU. IT ON
ORAL STABIL...IV
MANAGEMENT PRACTICES
RESULTING FROM FENCE
REMOVAL.
N. T.S.
INSERT DISCHARGE
POW HOSE 5F1- IN BAG
DITCH BM,
, MINIM. RECOMMEND. RACEME. INTERVAL BET.. NARROw , 11.CH
WAIT. DITCH CHECK IS FEET UNLESS PERPENDICULAR ID WATIIE
a
.4,,
____
OM., ...MOSE ON ME PLANS OR APPROVED BY ME ENCINEF_R. .012 ACROSS CHANNEL
OF LIPS
2. ANCHORING STAKES SHALL BE SUED. SPACED. DRIVEN. NIOTH a
AND BE OF A MATERIAL THAT EFFECTIVELY SECURES ME m ,
AM STAKE
1 ' '''''
"1 '''''' 1 '
CHECK. STAKE SPACING SHALL BE A MAXIMUM , TWO MEET. SFE MEVATION DETAIL
3. SECURE GEOTEXOLE UNDEOLMOIENT BY PLACING STAPLES IS INCR. FOR HEIGHT , WATT. ENDS O'N'OL1 A7.,EN r
—I :-•• .- -..-:.•>.'''''' ' ' • 7:::
APART ALONG ME CHANNEL EDGES AND DONN THE C.TER OF THE .
CHANNEL SPACE STAPLES 10 INCHES APART ACROSS ME UPSTREAM '
- = El III_ I E • • E•-•-•-•,.:-:.':t:-:-
•
H' 11j1 1 1 1 ==*-*
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CURET ORRE
L
• BACK OF DIKE
A. DOMISTREAM EDGES
,.
"' W,,°°f17J.,,,,I'LLP.SHICHER • OMM ., 0 C
a PLA, STAPLES ON DOM SIDES , MAME AT I, SPACING.
", JiliNaliailffel
„Fl .°SF„ „,,,,,
-iif-1'-1i -11=,11 1-I1
lI=t ITII
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WRAP R. 1
P-,7, 1 6 TIMES
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A
F.(1.1..
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STAPR., .--___ /
1_111 II F
INSTALTARON AND USE
.
SECTION A -A
20 PIFFLE
STAKE
19.07
TNNOON.E
1. PLACE OEWATHING BAG CR THE CRCUND OR ON A TRNLB OVER A EV.,' EAL. STABIUED AR.
41'
SPCRAOLJEE:C
IS-DFCIEEHWAAS9RT1GECERUINPTG.IPOEBVAEAG R NIAIHOE6WN A INNCMHOI F M5FU' TLMNL OOKFF TSDHEEWABEATEGR. NG BAG AND SECUTRE VATII ADROPE ME OPED 6 NES
1I. IRNAESRPEOLRUATNC
050570550555575005555010550700
....-
PLAN VIEW
FL
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0501055555 WTOENROCFAR
DRAWN: HB REVIEW: BE
UDED
TEPMP DCHARGTOANIMPRACTCAL AMOUX,
1
im EDI
7NrCONSI: A"C7
"
OR SOLID W.TE FACILITY CR AS DIRECTED BY INE PROFECT ENGIN. OR MEWS REPRESENTATIVE
DEIVAIERING BAG DETAIL
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1
.
N. T.S.
2E1 ENTRE CHECK DAM OEM
NT. SECI1011 A —A