20210489 Ver 1_401 Application_20210528

Staff Review Form
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 1
20210489
Is this project a public transportation project?*
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
r Yes
r No
Rick Trone:eads\rvtrone
Central Office - [phone]
401 Application
Does this project require a request for payment to be sent?*
C'
Yes
No
How much is ( $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
✓ For the Record Only (Courtesy Copy)
✓ New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
✓ Pre -Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
DWR Pre -Filing Meeting Request Form.pdf
Date for Meeting Request 3/2/2021
ID# 20210489 Version 1
Project Contact Information
Name: Michael Barfield
who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Project Name:
Altec Creedmoor Site Phase II and III
Is this a public transportation project?
r Yes
a No
52.7KB
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Granville
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach document
Final NCDEQ 401 Submittal Altec Creedmoor Site
51.31 MB
Granville Co. NC.pdf
Only pdf or krrz files are accepted.
Describe the attachments
or comments:
401 water quality certification request under GC 4263
Sign and Submit
17 By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

corblu
ECOLOGY GROUP
May 28, 2021
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
Subject: Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Creedmoor, North Carolina
USACE File No. SAW-2015-00314
Corblu Project No. 02-041901
To whom it may concern:
On behalf of our client, Altec Industries, Inc. (Altec), Corblu Ecology Group, LLC (Corblu) is pleased to
submit this Section 401 water quality Pre -Construction Notification (PCN) for the construction of a chassis
storage lot and front lot expansion for Altec Industries Inc. located in Granville County, North Carolina
(Figure 1). A Pre -Construction notification was submitted to the U.S. Army Corps of Engineers (USACE)
on March 26, 2021 for the use of Nationwide Permit No. 39 (NWP 39 — Commercial and Institutional
Developments) for proposed wetland impacts associated with lot expansion. Based on previous site
impacts it was determined that a written 401 Water Quality Certification is required from the North Carolina
Department of Environmental Quality (DEQ) prior to the initiation of work.
Background
The approximately 100-acre site is located east of Interstate-85 and southwest of the East Lyon Station
Road and Butner Creedmoor Road intersection in Granville County, North Carolina (Figure 1). The project
site has had two previous permitted disturbances in the past. The first permitted disturbance was a NWP
26 approved March 22, 2000, which resulted in wetland impacts of 0.02-acre and stream impacts of 145
linear feet. The second permitted disturbance was a NWP 39 was submitted December 19, 2019 for a
proposed culverted road crossing that required impacts to 0.049 acre of wetland, which was permitted by
rule and shall be referred to as Phase I. For Phase II and III of the project Altec proposes to cut an area
(Phase II) and use that material (Phase III) to fill 0.041-acre of wetland associated with creating a chassis
storage lot and expanding their front lot (Appendix A).
770-591-9990
3225 South Cherokee Lane, Bldg. 800, Woodstock, GA 30188
corblu.com

Section 401 Water Quality Pre -Construction Notification May 28, 2021
Creedmoor Site Corblu Project No. 02-062011
The project site is located within the Upper Neuse River watershed (8-digit hydrologic unit code [HUC]
03020201). Slopes on the project site range from 0 to 20%, and soils are mapped by the U.S. Department
of Agriculture, Natural Resource Conservation Service (NRCS) as Chewacla and Wehadkee soils (ChA),
Creedmoor coarse sandy loam (CrB and CrC), Pinkston loamy sand (PnD), and Urban land-Iredell-
Creedmoor complex (UrC) (Figure 2). Soil ChA is considered to be a hydric soil.
The aquatic features on the project site were delineated by Corblu personnel on June 6, 2018 and January
18, 2021. Based on the results of the field delineations, the extent of potentially jurisdictional waters on
the project site is comprised of seven wetland areas (Wet A — Wet G), three intermittent streams (1-1, I-
2, and 1-3), and two perennial streams (P-1 and P-2) (Figure 3).
Proposed Activities in Jurisdictional Waters
The Altec Industries, Inc. proposed chassis storage lot and front lot expansion will be used to
accommodate increased chassis storage for the Altec plant. To create the chassis storage lot and expand
the front lot cut, material from Phase II will be used to fill and grade the Phase III lot area resulting in 0.41
acre of wetland fill (Wetlands F and G). This area was selected to reduce the overall impacts to the
greatest extent practicable, while allowing for the lot expansion. Excavators, dozers, graders, and dump
trucks will be necessary to expand the two lot areas. All other streams, wetlands, and vegetative buffers
will be avoided.
The permanent impact to the 0.041-acre of wetlands will be mitigated through the purchase of 0.082
wetland credits from Pancho Mitigation Bank, or another approved bank should credits become
unavailable (Appendix B).
Corblu respectfully requests 401 Water Quality Certification for the unavoidable permanent impacts to
0.041-acre of wetland for the construction of the proposed chassis storage lot and front lot expansion.
The appropriate figures and photographs are enclosed for your review.
401 & Buffer Permitting PCN Submittal Checklist
We have provided the following information to document compliance with the requirements outlined in
the PCN Submittal Checklist (Appendix C). Each item is discussed below.
Application Fee
A $240.00 check made out to "N.C. Division of Water Resources" for 401 Water Quality Certification with
minor impacts has been included with this submittal.
2

Section 401 Water Quality Pre -Construction Notification May 28, 2021
Creedmoor Site Corblu Project No. 02-062011
PCN Application
A complete copy of the USACE Wilmington District PCN Form and supporting documentation have been
included with this submittal (Appendix D).
Stormwater Management Plan
Please see Appendix A.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along
with site plans and PCN form: Three (3) copies of the details for on -site diffuse flow provisions
The proposed required maintenance activity is located within the Neuse River Basin please see Appendix
A.
DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands
or streams (if applicable)
Not applicable.
Maps and Plans
• The most recent version of the 1:24,000 USGS Topographic Map:
See Figure 1.
• The most recent version of the bound and published County NRCS Soil Survey Map - (required
for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman Lake Watershed
and the Catawba River Basin, also recommended for all projects):
See Figure 2.
• Vicinity map:
See Figure 4.
• The Site Plan:
See Appendix A.
• Pre-construction/Pre-existing conditions:
See Appendix A.
• Proposed conditions:
See Appendix A.
• Drainage Plans:
See Appendix A.
3

Section 401 Water Quality Pre -Construction Notification May 28, 2021
Creedmoor Site Corblu Project No. 02-062011
• Proposed Impacts:
See Appendix A.
• Wetland Impacts:
See Appendix A.
• Stream Impacts:
No stream impacts are proposed.
Summary and Conclusion
In summary, the proposed chassis storage lot and front lot expansion will result in unavoidable permanent
impacts to 0.041 acre of wetland. The project was designed to avoid and minimize wetland impacts to
the greatest extent practicable and represents the least environmentally damaging, practicable alternative
that satisfies the project purpose.
Based on this submittal, we respectfully request written authorization of Section 401 Water Quality
General Certification No. 4263. If you have any questions or comments regarding this PCN submittal,
please contact the undersigned at [phone].
Sincerely,
CORBLU ECOLOGY GROUP, LLC
Michael A. Barfield, CWB, CE
Neil E. Blackman, CWB
Project Ecologist Principal
Enclosures: Figure 1 — Site Location Map
Figure 2A — USDA NRCS Soils Map
Figure 2B — USDA Soils Map
Figure 3 — Site Waters Map
Figure 4 — Vicinity Map
Photograph Nos. 1-16
Appendix A: Site Plans
Appendix B: Mitigation Statement of Credit Availability
Appendix C: 401 & Buffer Permitting PCN Submittal Checklist
Appendix D: USACE Wilmington District PCN Form
c: Mr. Patrick Wooten, Altec Industries, Inc. — via email
4

BM AC, Zr
j
Murdoch Center
(Stat Hospital)
Base Map Source: USGS 7.5-Minute Topographic
Quadrangle Stem, North Carolina
1:24,000
0 800 1,600
3,200
4,800
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
corblu
ECOLOGY GROUP
Figure 1
Site Location Map
Project No. 02-062011

N
U.S. DEPARTMENT OF AGRICULTURE .D
CONSERVATION SERVICE
SHEET NO.12
SOIL SURVEY OF GRANVILLE COUNTY, NORTH CAROLINA
A
ESEEEGO
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
GRANVILLE COUNT, NORTH CAROLINA NO. IC
corblu
ECOLOGY GROUP
Legend
Approximate_Project_Boundary
Figure 2A
USDA NRCS Soils Map
Project No. 02-062011

N
A
Legend
Approximate_Project_Boundary
Soils
111 ChA
CrB -
CrC -
PnD
UrC -
- Chewacla and Wehadkee soils, 0-2% slopes, frequently flooded
Creedmoor coarse sandy loam, 2-6% slopes
Creedmoor coarse sandy loam, 6-10% slopes
- Pinkston loamy sand, 10-20% slopes
Urban land-Iredell-Creedmoor complex, 2-10% slopes
Base Map Source: ESRI Aerial Imagery
1:6,800
0
375
750
1,500
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
corblu
ECOLOGY GROUP
Figure 2B
USDA Soils Map
Project No. 02-062011

N
A
Legend
Approxi mate_Project_Boundary
Non -Jurisdictional Detention Pond
Stream
Intermittent
Perennial
Wetlands
Base Map Source: ESRI Aerial Imagery
1:6,000
0 300 600
1,200
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
CO bIU
ECOLOGY GRCL)P
Figure 3
Site Waters Map
Project No. 02-062011

1
N
A
Wetland Impacts
Proposed 0.041-acre of fill
Previous 0.049-acre of fill
Total = 0.090-acre
7J:r 1s lJ
Wet A
0.012-acre of proposed fill
Butner Creedmoor Road
Wet B
0.029-acre of proposed fill
Wet C
0.049-acre of previous
permanent disturbance
associated with Phase 1
• 14
Legend
Approximate_Project_Boundary
Wetland Impact
Existing
Proposed
Streams
Intermittent
Perennial
Wetlands
Non -Jurisdictional Detention Pond
-s
Base Map Source: ESRI Aerial Imagery
1:8,000
0
400
800
1,600
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
corblu
ECOLOGY GROUP
Figure 4
Vicinity Map
Project No. 02-062011

Corblu Project No. 02-062011- Granville Co. NC
Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Photograph No. 1: Representative photograph of Wetland A.
Photograph No. 2: Representative photograph of Perennial Stream 2 (P2).

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 3: Representative photograph of Wetland B.
Photograph No. 4: Representative photograph of Wetland B.

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 5: Wetland B and Intermittent stream 1 origin below power easement.
Photograph No. 6: Representative photograph of Wetland C near confluence with
Perennial Stream 1 (P1).

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 7: Representative photograph of Intermittent Stream 2 (12).
Photograph No. 8: Representative photograph of Wetland D.

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 9: Representative photograph of Wetland E.
Photograph No. 10: Representative photograph of P1 near property boundary; note
sewer pipe.

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 11: Representative photograph of Intermittent Stream 3 (13).
Photograph No. 12: Representative photograph of Wetland B.

Section 401 Water Quality Pre -Construction Notification
Creedmoor Site Phase II and III
Corblu Project No. 02-062011- Granville Co. NC
Photograph No. 13: Wetland B and Intermittent stream 1 origin below power easement.
Photograph No. 14: Representative photograph of Wetland C near confluence with P1.

sectmn4o1 Water Quality Pre -Construction Notification
Cmegmoorane Phase x and m
Corblu Project No. 02-062011 - Granville Co. NC

Appendix A
Site Plans

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
ZONING: LI- LIGHT !NousTRl2
TYPE OF DEVELOPMENT/ PROPOSED USE MANIJF,-,TURINC, NI.UFACTURING
PROPER-, SI'E 10a03 AC,
EASING .APARKING LOT
ROOF
DISTURBED AREA
PROPOSED BUA
PPAARKING
LOT
=PH 2
PARKINii LOT -PH;R
1,47,072 SF
WATERSHED
WATERSHED CLASSIFICATION
WATERSHED PROTECTION OVERLAY
GENERAL AREA:nR0-0A)
ALTEC
PROPER, GLNER ADDRESS ER U3TVEINC.
ENGINEER/APPLICANT E *psuUgTEpE PLLC
ENGINEER/APPLICANT ADDRESS 2. SATE T: OFFICE PARDRIVE
L. AIONMAP
BUILDING SETBACKS
ACT,L BUILDING HEIGHT
ADtlEION UREpND AREA
FLOOD INFO
REAR FT.
EASING ADDITION nDFFT.
2 SF
z�r1_ 4 FIRM n�.:t�z99SS�GGJ
ADDITIONAL NOTES.
THIS TAR'ECT Is NOT NITHIN FIVE ).:5 MIL65 CF A PJBLIc AIRr o5T.
z IG rlEw aulLtltiGS ASsngATEDMTF THSRE-DEVELOPMENT
3. ALL SIGNS TO BE SUBMITTED SEPARATELY.
OVERALL SITE AREA SUMMARY
TOTAL SITE AREAEXEMPT BLJA L-30-SF
1, 97002SF
MAX. ADDITIONAL BUA.ALONED ON STE 2'DA G65 SF
PROJECT SPECIFIC AREA SUMMARY
PROJECTTOTAL LIMITS AREA
EASING BUAV#THIN DISTUR,EJ AREA
PROPOSED B
POSDBOAREA
1,028 SF
1,8 SF
.8,581 SF
3,IB,SBI SF
,50,553 SF
BEFORE YOUDIO
1-000-611-4969
North Carolina One -Call Center
1-800-632-4949
[phone]
(Greensboro Area)
Call Two Working Days Before
You Dig
Ifs 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
rilPLANNNG • CIVIL ENGINEERING • CONSULTING
200 OFFICE P ARK DRIVE, SUITE
51 BIRMINGHAM. I ALLABAMA223 0:1205)423-5032 A
C IC PLLC INOR 5P-1629I
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.
Sta to Map
Not To Scale
Contact Information
• Civil Engineer
CAPRINE ENGINEERING. PLLC
200 OFFICE PARK DRIVE, STE. 215
BIRMINGHAM, AL 35223
(P)_ (205) 4235082
CONTACT . E. CHRIS ECKROATE, P.E.
N, PE LI:ENSE 4038850
• Owner
ALTEC INDUSTRIES, INC.
1550 AERIAL AVE.
CREEDMOOR. NC 27522
(P)'N91915 8,029
CONTACT'. MR. TOKSO PAK
• Municipality
TOWN OF BUTNER
415 CENTRAL AVENUE
BUTNER, NC 27509
(P):(919) 5753032
CONTACT. MR. MICHAEL CIRIELLO, DIRECTOR
FOR PERMIT 05.23.2020
CO.O 1of42

1116
-Z.
-
S.R. 1108
EAST LYON STATION ROAD
11Iu
1 S «--
fint
Legend
EEE, afOi�lld �1I1O
`` poNTS A
02•11. PONE? POLE
/4
GRAPHIC SCALE
1ne�_ :'1L
SS
•
515RLFYING INFIIPMADON
OUTCHMLLE TOWNSHIP - GRANVILLE COUNTY., NC
PIN 0866-09-8369
111AP• 0888010.96369
D.B. 1631 PG 36
P.B. 97 PG 155
NOTE DIE BOUNDARY AND TOPOCRPAHIC
SURVEYING WAS PERFORMED BY PUCKETT
SURVEYORS, PLLO CAPRINE ENGINEERING LLC
MAKES NO REPRESENTADON AS TO DIE ACCURACY
OF DIE INFORMADON SHOWN HEREON AS PART OF
ONE SURVEY.
INC PFRFORNFO AND PRONDFD RY
P00157
PUCYETT SURVEYORS. PLLC MC REG. P-1168)
STEPHEN N. PUCKETT,, PLS
1555 NC 56 SUITE 1
CREEDMOOP NC 17511
9135188900
LE
161
EXISTING CONDITIONS
Z
0
L
Z
LL
w
H
0
J 0
z
z
0 d
LL
v
Oa5 .
U
O Z Z
w w
ace
ono
Lel00
I„Z2
U 0
< w w
=J[[
0<0
PROJECT NO. 19.007
SCALE: 1,60'
DRAWN: HR
REVIEW: CE
C0.1
SHEET 1 0F d1

PHASING PLAN - PHASE 3
SAND FILTER A
( EXISTING
IMPROVEMENTS
PHASING PLAN - PHASE 2

EXISTING TREE ENLARGED VIEW
SLAT END VIE W
HOG
TH THE sT EL
GS(INCLUDED ED 'MTH EA H
S 10' PRIVACY SI A TNfly
cn�v. Prvc� io 0
TIPYI INC POST
P067 CA.
f»Ql�i TmrAI x
PmI
6' CHAIN LINK PRIVACY FENCE DETAIL
N.T.S.
LANDSCAPING PLAN
scny'�oo'
ID
NAME
bIAMETER
32
Sv/EET Gum
33
vill.LOvi OAK
35
34
SINEET Gum
35
OAK
20
36
OAK
37
PINE
17
vill.LOvi OAK
17
39
Sv/EET Gum
MAP.
SHEET GUN
42
SHEET GUN
OAK
15
44
SWEET GUN
45
OAK
48
OAK
4)
PINE
PINE
51/EET Gum
PINE
52
53
vill.LOvi OAK
vill.LOvi OAK
OAK
21
54
55
56
BRADFORD PEAR
BRADFORD PEAR
BRADFORD PEAR
57
59
%CET Gum
PINE
mAPLE
13
PINE
61
BRADFORD PEAR
19
61
PINE
19
63
PINE
1)
64
65
66
WILLDW OAK
N1LLDW OAK
PINE
15
67
vill.LOvi OAK
21
PINE
21
69
PINE
70
SINEET Cum
PINE
)2
PINE
73
PINE
PINE
75
FINE
76
FINE
77
PINE
76
Svif ET Gum
79
PINE
PINE
23
81
FINE
82
PINE
10
8]
PINE
81
PINE
10
85
PINE
86
PINE
87
PINE
PINE
69
PINE
PINE
92
93
PINE
vill.LOvi OAK
PINE
PINE
95
PINE
21
96
PINE
10
97
PINE
PINE
99
PINE
100
PINE
101
PINE
PROTECTED TREE ID TABLE
MS,. 10 CHAIN LINK
FENCE 01/ PADA, SLAT
TO REMAIN.
A
EAST LVON STATION RD
EXISTING TREE PROTECTION ENLARGED VIEW
Oon
STING TREES'
(TRLL REMAIN P. OTErnN
O
T kEQUIRED1
ZONE
'EXISTING LANDSCAPING SPRY
IFT.nri 0, PTA IOC Ott. I1E TAF6Mq.NFW
I an IN GAM SMiL110IT6
T.IEEPT NEVA IT
PY
ilk
_au
1IAe PIN! MET
Mq.06M6A6 snw]M1sA WA R1A
01.6:18:09n6u0¢ PHA .AA
0.6I1ub1601. FHA xry1
nNL6P.eT111 N/ NM
II
I I
MEF PRONCDON ZOKE
I I
TREE PROTECTION ZONE DETAIL
TREE PROTECTION REQUIRED
FOR E0STING,EES IN THIS
AREA. SEE EIIL ARGED
PROPOSED ? TORAGE/PAN0N
EAST LYON STATION RD.
FURNISH AND INSTALL
CA_VANIZED ID' CH. LIIIK
MAr n��evlmV c FEri�E� T,
EXISTING GREEN
REMAIN
RNISH AND NSTALLFENCE
GALVANI2ED LINK
MATS VI/ PRIVACY 0STIN FENCE.
To
EE
Legend
DCHENTS OF TREES TO IMIAIN
LANDSCAPING DETAIL PLAN
z
0
z
w
H
O
J
z
z
O
w
U
_
ozz
w w
az�
O � O
In 0
z
2
U 0
< H LIJ
=J[[
U<U
PROJECT NO. 19.007
SCALE: 1,100.
DRAWN: HB
REVIEW: CE
CO.3
SHEET 4 0F 41

S.R. 1108
EAST LYON STATION ROAD
GRAPHIC SCALE
Lareell
inch -
SITE PLAN - OVERALL VIEW
O
z
LL
w
H
O
J U
H z
Z
O p
LL
O
Lu
06 .
U
0 7.Z
W W
HDO
Le1OO
Lnzg
No0
<LLI
J CC
v<O
PROJECT NO. 19.067
SCALE: 1,60'
DRAWN: HR
REVIEW: CE
C 1 • °
SHEET 0F d1

GENERAL NOTES:
PRODUCED BY SURVEYORS C DATED '� 611, IS' c .ONE1 c LLC MANE
ATTENTION O• TIE OMER AND Pmtc, "FF., wMEmATEtr. EXPRESSED OR 6,66631 ANY CONNJOIS OR DISCREPANCIES SHALLRE BROUGHTNO REFRESENTADON AS ID DIE ACCURACY OF DE SLIMY INFORNATION S.91m wF
PE MAC, ,DDER ALL UD LOCATIONS IN MEFELD A,M SMALL LOCATE ON DE
CIMINO INN PAINT ORPE PROJECT DOPEER, INMEDIATELY.
PE CONDiACIDR SHALL . EASILY VEAL NEANS ALL UM.OROUND UHLMES PAW TO ANY
LPS SM. RS OF ALL
BE m�
FOR Ofµ^: Of PIPE
ALL TO UOU
S PE .R6 REQUIRED ID ROAN.
mM•y REMOVE INSTALL, REPLAc4 Em. OTuuS, SMALL RE DE
ASSFOISIDLITY OF THE CONTRACT. IUD. 1.667S OF BORN. MUMS 001.11. NOTED ON
1 PE u IN..TOR µ ELK' MIRES L PROTECT
IED er ACCORDNOn µr. ME IR Of Cray.
S0MTtl1. nM
m
MU. ECD. AIM NCOOr (OR ANY WORRY,. A CHr, as xAND/OR NOWT RAW
8 PE W ACR ra ...SS. a ALL REQUIRED PER1614.01? m AN.
f0.0. PE CONDUCTOR SHALL NOTIFY THE PR...GREER NAUDDATELY.
WALSCRERESFONSIBIE T®REALL CCIT'DES RxaSiEES A CEATIw u OUR. O OONA
'RESTORED TO THE ORIGINAL COM6PON CY? AS ACCEPIED BY THE OXION,
U4SZALLE ANDAPUMPNB SUBSRADELCUDIDONS MAY COO. DOME SITE PREPARATION A60
ELUIPMENT SLOWS AND TRAFFIC TO S'EMIC AREAS AND UNIT DE AMOUNT OF UNDE.TTINO
CON.TANZ ME CONDUCTOR SHALL BE RESPONSIBLE FOR NOTIFYINO SAIO CONSULTANT IN
ADVANCE OF All RECUR. .11617 AND SECLE161 LOPES OF RESULTINO REPORTS COPES OF
Are REPORTS SMALL RE �a E ANY FAI.S SOIL /R TABLE SOIL AL SMALL BEHAULED AT STR AND
LEGALLY DAM= Of AT DE CONDUCTORS .760. ANY 01.170. CR
TIE P`"ROJECT DIIONS ON x
OM
LwLDAN EOZS . NT DE FACE O• LMR$ FACE O•RULD., OR CEN. O• MORE <NUM
16 ALL arra Sr.. MEM BLUES MANHOLES EIC DIAU. BE POURED N PLACE OR
A, DIE LONES7POW, AND PROCEED wsmuM.•
PORTIONDE PRO.ECT AR.. THE
RELARBES . Tr EnACTED AREAS SMALL BE PE nrmws®UT. OF BY ME CONDUCTOR OR ITS SIBOONIRAOMRS AN3 DIE AWCONTRACTOR.Sw.roR
45" ASPHALTIC CONCRETE SURFACE
4ACK COAT
6" MASHED DOA. STONE
BASE (,NNA LAPP CONFORMING.
TYPICAL SECTION
HEAVY DUTY
ASPHALT PAVEMENT
N.T.S.
iMW)';yt°,,VrE"' 'Es"' A"'''''
4" CROONED SHONE SASE (100S MRS CONFORMING
REPLACES SLRUCLURAL FILL AS PER CEOTECH
PERO, DEPTHS OF MODEPC, SPALL BE AS
L
TYPICAL SECTION
LIGHT DUTY
ASPHALT PAVEMENT
N.T. S.
\E.
SWAM LOT
GRAPHIC SCALE
(( Pm eer 1
L
Legend
(SEE � ASPHALT DT
NEAVY DUTY ASPHALT RA.ENT
36, DOSING ORME CONTD.
i==Osp PROPOSED STODI PPE
CURB
(SEE PETAL)
OUTER
KTES
B[EY NOc Tm EPT010.1010 TO
0 c1,1,17,111113ZSTALL HEAVY DUTY ASPHALT FAKIEN,. SEE
1 SrALL LW, DUTY ASPHALT PAKMENESEE
3rONCE „ CONCRETE am AND GUTTER. SEE
=ENQ D A.a NSTALL SYND ULT. BED SEE DETAIL (SEE,
fL " E WALL CONTRACTOR
©=ncgti j war cum saroEn. SEE DUAL
r
QTueUSH A.a NSTALL S. CURB TRAIEYPON RRr.. Oa m CO.
QLNnsr PENNA., scR,M®s.MPAETs
@ S. FROM
E"SmE S SM
Q o R
MUCDO. (DR REaDMAL AND/THE
OR ROO ouAREW
QO maz ROAM MO PRO.,
Q su PRIVACY FENCE /SLATE m MA.
W
0
z
LL
H
0
J
z
z
0
LL
0
Lu
OS .J
O Z z
±I
0�0
In00
N00
<
—I CC
0<0
PROTECT NO. 1.1,
CALE. 1"S0'
DRAWN : NO 1 REVIEW:CE
C1.1
SHEET 6 0F d1

fFNFRAL NOTES'
• fnxiv[ jinnTALL r n:-TO DE AMMO, Of THE OW. AND PROJECT dOnTER
IMMEODIDELM
UPS STOMA
ma nor
DOE
DE mR g M DE DOJO ,� I9 RELOCATION, REMOVAL. aI RUPDOE ]F SERVICE
D 6K E» aB SSH/HZ p shC EPLAETC.nxaaB�-, U5 9,t BE BE ,.T Of BE CONTRACTOR. .ax THE
▪ flfflORACT,Ry r.,ALAIRESEIZILAJ PROTECT ACCORDING TO DIE MSTRUCDOE Of THE UTILITY BOOGIED. NO 2.1.E. UR.. IMMO, BY DIE
MORN mO,tq ROOT R.Cw
B. DIE COMMACTOR SHALL BE BY POSSESS,. Of ALL REQUIRED POMO POOP TO NO CONSMUCTION EffORIS
lollfeiMAC.IGUIALI.
A FOR n4LIEr
awC/� &Out AVANIEDOR OF Cla i14 ROZEL A F Nvv SnwFlGOIT
mEwAL-PrE47 821 MCs A-T:ElAa.,
ARE HOT A PART OF ME SCOM OF MORK OR IIITER PROECT AREA SRN, BE RESTORED 1 ME ORONO OOPOIDOR 09 AS ACCEPED BY ME
PROTECT). Of
Bf UNSTABLE
OTE X int MEMOSOMME Grela OCCUR lkirsMUCADZI 1i E! CRAW. BF 1B N .DOE � /vMfCroN !0
,KAND ! !ro!Ofu Elaa gm SOEBsl SA MAT MAY SECVEWEY!4lnCWC ANO MBfFY 71,1EP£CIIIC MEf4
PALLET, DENBO OH A
LY
SHALL E PROVED AMER. D INO/OR UN SOL mR.MUA9Ewu BE HAULED Off 91E AHD LmnuE DISPOSED E AT DE GxMACOO5
NO CO M COPED,. REGARDING ME REMOVAL Of MESE ITEMS SHALL E PREP ] m TILE ArnNMW Of DE PROJECT
FYB.•FR. ME OVER. CEalttauCAL EMBER AND ME OMER xYEDIA]ELK
A. ELEVADOS AT OUTDO.. ASO., OP GEOLE LEVEL /5. AB OBERSIONS ARE TO DE FACE F DUNLESS VDT wEiCRB FACE CEBU .. OR Cm ER CF STRIFE UNLESS ASE.DID.
]O. ALL SM IZ NE /OR..PEBPCY4B lg TO WVFY AR ROW uNF REYAMM4 AID BE P£RCEN/ E ERA. OF SIG. EVES MA! ARE MSTAUm.
SIDS AND A'1.1 Egr"ti",
PRESERVE DIE OTECATY CO DIE AJOSOTODONAL MOAN. AIP 114 S.T. METING. ROMP MAT NE TO RIOIAM UMTOUCIED AS ME DSCMMACRM] MO ,K RAMICAMx4 AD/M RESTOR DOX
//
/5/
.tea
4/
//
FILL AREA KEY MAP - PHASE 2
NOT TO SCALE
ASPHALTIC
E(o FORCONCRETE
,. ro NCO, SURFACE
TA, COA
PRIME COAT
CRUSHED BASE MPO ;OWING
TO NCO,ASTONE O
- SPREAD PORTLAND CEMENT Pr
TYPICAL SECTION
HEAVY DUTY
ASPHALT PAVEMENT
N.T.S.
SITE PLAN - PHASE 2
/
FILL AREA - PHASE 2
/ `EbSEPE CHAS.
/ /
EVADE mi�
GRAPHIC SCALE
I inch 60 IL
Legend
(E DUTY
.CBOH)
• CURB d CUM
(SX DETAIL)
KEY NOTES:
AO02466. ASPHALT PAH. LCHTT POLESOROGTRY. AND ODER ASSOCIATED wi um,s TO
PRESERVED
O OP PROTECTED.
TEnvv WO ASPHALT RAIDER, S. M.N.
C
(SLEET CS.a/ "'STALL N. WE B AND W//EF. SC DETAIL
OOMEN ANo NS,AO SAND 22x ED. 9i DETAIL (SEEE, CSC)
• ] ] WOE CURS SLURP.. SC DETAIL (SECT
G:f)STNE w
OFAREA E ALL PLACEMENT IN FBEPMARON MR PHASE
.¢£1,4 PON BEFORE ALL PLACEMMT BY MO AREA SEE SE. CP.B.
REM.. SNP ALTER DETAL1 RAW. AND METALL ACCESS_
OI RAILROAD CROSS E DECK OAK SC CREME PLAN SIC. CO.v.
• HZ/HAND ?STALL 1O PROACVCNCE W/VATS TO EARN
OGSTMO
OMHIGELSMMCACv. ]END ED. Of
MONDE
BL.
W
ln
a
z
a
a
UJ
z
0
z
LL
H
O
▪ 0
z
z
O
LL
v
06 -
o▪ zz
W n
acce
00
Ln0O
N2
N U 0
< LAN
=J[[
0<0
PROTECT NO. 19.00]
CALL:
DRAWN : NO
REVIEW: CE
C1.2
SHEET ] 0F d1

I;FNFRAL NOTES.
SURVEYORSNO REPR.ENTATION AS ID Leae DATED A SHOW
c ES
EXPRESSED OR NAM ANY ...CIS OR DISCREPANCIES SHALL BE GWENT TO
m20TOOVEY MEGOIADON SIOVH HEN. METH.
E9 .ER0Y SIt w fjLE. S OK 0B-mo Ax0 9A...0OAa OK nE
FOR CONSTRUCROV SERVICE RCM UPI STERN SL-WaS MID SANITARY SEN. PRIOR TO
ELATVID ARY AND SHALL COM. TO. LIB NS �A•E
• CONTRACTOR SHALL COORNIVATE FUN DE UDC, CONRAN. COWER.. CONFUCTS
RELOCATION RELOVAL AND H.RUPIEWS OF SOW.
n OF DIE COIME WNW REPINED TO RAAE. CTOR, WREN ME LINTS . INSTALL. REPLACE. s'SIAa wSE NOTBE ED r..
PLANS
INVCLInra ANY arum LOCAoro DV OE 11°,1, COMPANY OP T. CONTRACTOR
T. ME CONTRACTOR SNALL BE RESPONSE. FOR Ann. AND ALL RAMC CONTROL AEASUR. FOR
0.TCD AND HCDDI FOR ANY ROIN WRAF A an, mwi.,MO1 NOWT R.0.IR TO .
2.• Eagglarelion BE IN POSSESSOR OF ALL REOUIRM MMUS PRIOR 10 ANY
ISMIrm"'siHe01D A x A Lv RAnaH
DPEPEA ME CONTRACTOR
wig, CAxY »�'i£WrilfkiAs
At COI
D. AND
CRAG. OPERATIORI PROPER PR/11MM OF sLECRADE DR ■W HEAP BE
Hen I. TO SE CONSTRUCTION EITOR1S ',HALL BE THE RESPONSWILITY Or THE CONTRACTOR
.EOUPIENT STAG. AND DiAFRC TO SPEC. AREAS AND LIINT DE AMOUNT uemoxwava
AND SCR. STABILIZABON MAT .1, BE NEEDED.
ADVANCE OF ALL FEW., ESTIND AND SEG.. COPES CIF RE9.1LDND ME n Au m I A .PREP. .ICES OF
/I ANY EXCESS SOIL MATERIAL fBASI. NNW.
ro% NH9H, Sb �0E SHALL BE HAULED OF SITE MID
LEGALLY DISPOSED OF AT ME CONTRACTOR5 EVEN. ANY ODES.. OR CONG.. IVE.ROHE
NE REMOVAL Of DESE .ALL BE BROW, TO T. ATTEND. OF THE PROJECT DEEMEy
ME DEDTIXnx[u 11. ALL .2%. RERS, EMMA. AT our... ASPHALT, as DRbxu LEVEL
IS THE FACE GAB PALE Bu¢BwD DR COVER SIR. UNLESS
la ALL aLLL%Art. x0 HR CRS. mvs ea.. ....a ETC SHALL BE POURED IN PLACE as
I, II IS RE CONIRACTORS RESPONSINLITY 10 VERIFY ALL FLOW LHE ELEM.. AND ME AMER,
OArrOLADE„OLS, MAT ARE =ADM .LONSTMILTION Of DOOM IS 70 BE.
ATOr
OE PASECTEAREA.
T
mr' mgr. BY or.M.LACTORJR.MSLICZTRACTORS AND,RIgFRZFEADZIgmArAN
•
ASPHALTIC
(`1co CEACE
rCCN-anNDO, v-9.5B)
ACK COAT
lcon.�ov mAivon�or oai orvemroEg T,""
PRIME COAT
6. CRUSHED STONE BASE(100.1.0. CONFORMINGro NCO, CABO
PORTLAND C..,
40-50 9,v R.E® HwRATED
ESE
TYPICAL SEC77ON
HEAVY DUTY
ASPHALT PAVEMENT
N.T.S.
GRAPHIC SCALE
lkn - lw N nee ALL
Legend
(E ASPHALT PAVEMENT
(SEE IN)
360 EV5.10 DUDE CONTOUR
(SE DE L`, GUTTER
KEY NOTES'
0 man. ASRIALTDER W. SSATTE �i WINis UNDERGROUND DAME CURB AND .771. 70 BE mF 9TE. SANG", TLAnEm, Aw
PRRO.R, DEPOSED
® PLACE 1.14,1CY FENIX AND REBd1� AND PRO rzn E ABEAB 0 B£
® swrAor SEW DBE AND MANHOLES ro
OATEASEE ST fORDSII If INSTALL
TEAn DULY ASM.] PADDEN, SEE
0 AMEN
AHNDI STAALL I RD COEGNEM DIM AND cur.SEE
DETAIL M
O AHD BSTAl SAND ALTER BED SEE DETAIL (SKEET
© DENS D AND ALL ' .DE DEB SCUPPER. Sa DE M
ATM EST)
O sTx0 202o-m--T , Imau.. T5EEY
0 Tu0H4H 0Ho MBTALL S DIM TRARSDEN MOM OS m 00.
E. LYON STATIIOTN ROAD
O L 0 y\ IJ�
111-
p i•N�iCG�i -.i�.ii.■■• G ■N I TEAL
■ f ■N ■ N Nr N � !� i'
i N
.114.7"14 1.1 az; 1117 ............ .................................
� T ...............................
^ N- . ■ ■.■ x� --N N .b z o
•
1: " suir
lid
s „:
0 Vi , ` o
249
ga
SITE PLAN - PHASE 3
z
0
L
z
H
0
J
z
z
O
v
LL
OS J
H U J
z
z
W
ae
0 n CC 00
v)00
L„z2
U 0
<W
H
0<0
PROJECT NC. 19.007
SCALE. 1"S0'
DRAWN: HR
REVIEW: CE
C1.3
SHEET R OF 62

GRADING & DRAINAGE PLAN - OVERALL VIEW
z
0
V)
z
a
w
H
0
J 0
z
z
0 d
LL
v
OS .J
Lu
0 z z
Lu W
aCC0
CC
00
Lel0O
N z
No0
< LU
J CC
0<0
PROJECT NO. 19.007
SCALE: 1,60'
DRAWN: HR
REVIEW: CE
C2.0
SHEET 9 0F d1

51EUCHIRE SUMMARY • PHASE 1
EPPF
ra.mno.l:R0.I.I..ul1 ..o ourl .turfs
xlm.ns.n n,
na
Pa
[so
.eWn.1r1
I0.Md4
5410
SEEDMII..E1¢v
CU
CIO
vIA
WAGNAIL
WOODNIF,WI.
AM
OM
ma
SO OM: SWOOP
JYQ
soppo.wO$15WJCc..Qalr.u..n
FN•N
suA
%LW
.0
FPLOEEIOMaRL
MOB WECOVERFE, TOP
a
E...DVEon a
RD
1212
POW... 0245l4 COW .LP:
1N00115 0E11!➢21002NIENl1
MO
0210
151.10
WOO
1fi10
001%
~Wpm.
PP40IDI15105
FL
XEIELEMEL1
3v_Ro
.a
«
EOW .Paw.,
MEOW...
O*.
20E0
151A0
VOA
1l5.0
Hl0E1Al114.051
PLC
NEMAYALL
A05D
PI1EROAMARY •PHASE 1
ROM 10 m.. I.. LE NIN0ST.I IAMHM. 1ILPE
114 ▪ 115 1A ▪ 5I
C..D 05 15 1.
MA CO 2. 10
OTES
PIPE .L0 RCP ELMS 3 .LL.n
PIPE K. Q. CE110..PEEIPMM3HERIEMEJ
PIPE w11 CUSS 1n 4SL1107ronxl II,uOrO
P. Is AIlledAMPCOMISAIIDIELAL.PE
OW L.. .Au..11A0ew.w.n0..0LMM
Mr Q5 PaE1$.5150..SwNUPD1M1LA1.u.0
110010
PPI: IS �P MASS PPP-5[cwoxr Ym011
.IPL 1,1 IP, CWf 10..Ev1. ll*1r1E1L.,..O
P005 222 *IE LIAS5o..LL1.1. MEWL EMMA
%PL SLv ACPE,AS, 1URAvw.r. E[vrlPtlull110
not 15 .OP EL.SS S O..4Ll•..1PD 1IEEE1 E O W
PIPE IS RCP CUSS 3 CPO.. IFOTEPF3 tEMELF10
MM
a. t. .-.14010 au.XA1Ee.nuItS2 _
OxA GP Ie a
110 spa M
13a PM N
MI MO IS
Pao MO IS 1101
MD MO IS SS
MO LS
r1.0 MO
c 51
SIIIIMME
CROSS SECAON Cr ME IWLL
CONCRE7E f1UAl£
N. T.S.
am \ u51A is \` \-f
I
BOSOM C'
N
GRAPHIC SCALE
Inch
�m 11L
KEY NOTFS
O COPYD£FL CRAW FOR
Omvu.A ¢R uwuAL (050 r£S
L 10000 IV/MUMMY DFVNE
SEE DD AAn msrALL . PM rrc SPEER GM.
D0Am. 0E[ 0E/A4
/maws, Amp mmmm aDz PAPm [aw.am AAP.IE.
Pm -
FURNISH OF RIFE AS APPROVED BY COMER
r IS/ SOP nmNAlNC sPn
F't;171 "d1S >"
EDESEE
0 FURPro0 SYSIALL APM-SEEP COLLAR BE
1rn �m-,. mE
Owu a .uwr m AvmR FAea Pace m enGrmumG
Legend
Sae SA -a pRoposED spas PSVADON FRS). GRADE MOM,
---RP-PAP (SEE CRAM)
■ =PO t. ® smnu DRAINAGE mean.
==1=S PROPOSED VIM PIPE
SEGLEXPED BIC. RETAINING WALL
— —s soy— — OAP£CORAIN SCE AI1V ISE FLOP/
m3CADA (()
ZONE
SERUMS IXDOVIS
30. POMPON ALTER
RPAROX SUPPER
33 OP PVC AA193. wORE
.n®w0 FLAX
E PLAN - PHASE
z
Z
0
0
z
z
z
0
L
z
LL
w
H
0
J 0
z
z
O
LL
v
o5 .J
H IJ
0z>
• W
arzeL7
cel—
ono
1n00
• z2
Nvo
aww
2JCC
0<0
PROJECT NO. 1P.M/
SCALD 1,50'
DRAWN: NJOI REVIEW:CE
C2.1
SHEET 1O OF d1

FILL AREA KEY MAP - PHASE 2
NOT TO SCALE
/7L_TER STRIP MITES
POP I REaAES PsE OI4I 2A ANPICMnAa RM 4
• MS.
mia AL. m Mau RE:EmEa 0,40E OSSE
BEM, Arrtx • ME FS IS EMMA.; MIX ME A IS EMU A
TEMPORARY SLOPE DRAIN DETAIL
N. T.S.
STRUCRIRE 5U5MIARY-PRASE2
roe,. apPr w NY II.!MAC.
MX MAU ELM NC GUM LET en
OEA PGNENTWCIFP MNO RIM. IA, ,. in50 ]NW
C6▪ 1 AOPEAMtIC1 AMv.NE
O4.0 SNIO[RIIAIGW,4T 1 NAPO
00.4 rIATOM7IIIW PPM %1.50
1110 RAT 140111YI w.n
[Au M1g111RE1T 356.>p
Ban
ilimmfiEnvi
.11.0 rlae ssan
Iaa uK+wexa 1P1]0 I1xm
Im n.Icndr404 I 1i010
Id1 ■ �wS.EPn 1 ■
R=s PAWN AW 315.I0 1P0.01
MO GFR nwpAi Pell PP M 11t50
ME WIC UC MiTgt
PIPE p)/IMIARY • PHASE 2
NP11r..,mera1
136.01
AMP
JAM
)513.55
360.01.
Am
i.0
,•0.
.0
.0.1
u•5r•PT.) MA1w.El AOng
tiRE
OS1
01 ble
RS
RCPc1K5 i 0PkL1111FO rot 2yiww
01.0
0
14
��+
AM'
IX
XCO
ACv cub 1 OR WA...',PI1.A*Tu10
It
Wn
.L0
IPS4
10
A
1D AP1
J. PEAI
1.0
Le
PCP cub1 41&J.1u11101Tv11 µ7,.JW
NSA
ppeo
L
El M
13
NSA
44.1
16
126 .1
SP
PCP CWA 1011 µywu1110141 11.1.11.110
161.
161
6
1 M M
.
PM(uss 1 ew Paw... Y. 1,c..
GRADING PLAN - PHASE 2
PHASE 2 GRADING FILL PLAN
ENS
smv.
EAST LYON STAVON ROAD
ME ASSAM GRADES ROMESIMPED IN MS AREA a' A
Of AERIAL, AMMO. AMIAL7 S NOT AMP.'
Mu- ORAM AREA
A x�xmcs`ss
10PPma1rc- e2OANO1
1
AEA axsLIC nv mwtArs EDIT 4 AENL
""A'' ETnmvn`
GRAPHIC SCALE
w es�1
I SO EL
Legend
300 ,
Av.-RAP
KEY NOTES.
AO Emova. BAD ANO uvnwa9auvo aaaemr m BE PRESERVED
QB EMAIL WE BE PROM. AND .01.71111
© a a i
0 SANITARY .14407AANALE TO BE MASTED A ORAL GRADE Br A NORM
MPROMMENTS
@ .0.9 Rama MAMAS SSA. 1.20. RAILROAD CROSS-M
m MREaNrt m fORNSII AND Rama
MTA
aned RE ExuRrE vas L M,0740 ew common
MOIND© WS.
S ANDATIL
Sraar AND I.R.A. Er MGM AC SLOPE
® RASSRMa eEM ARS141 AANr htrALL MASS Of MDR PARALLEL
GRADING AND DRAINAGE PLAN - PHASE 2
z
0
Z
X
w
H
0
J U
H Z
z
0
U
LL
b2S . J
U J
0 z >
J Z
w w
ace
o0
Lel00
Lnz2
<L) ULu
H LIJ
H
0<0
PROTECT NO. 19.007
SCALD 1,50'
DRAWN: NJOI REVIEW:CE
C2.2
SHEET 11 OF 42

SIRUCIURE SUMMARY -PHASE 3
ry rwrov MY IN IN( WIr1 r09.. BIR
!]F
AV 9,ND JILLPJ, FP
I 38.m
HB Il 91000 01.31
..o r.14efiR IN, I RUN
PI9[SUMMARY-P1(ASE 9
1 Mtn
1 3r1,1p
sfromkomcsa
SFfO[1A.LINITM9
96x93'9.9e
lr NW BUM
*RCN ro 0* (IN.1 IDIOM. I.M11(py 9(PI N}
-0 r94
su rsn av
Role
Qn .a.as.nR.ADIMMTWE x uwxn 1•w
GRAPHIC SCALE
(IN reel
Legend
FlNIStED WADE [WOW?
NANIMIES
PIP-RAPrsa LN.1er1
KEY NOTES:
O6 o 9arAtm AA a dwr 91¢r
® SI.YvturM AND/OR NxPULF •rvw xa¢ mr-nar.
BQ rumsr MO exsr•u sun nrzn BED. SEE DE snrxr CD.1
AND .57BEDCALLY Pa.. AWE MINOR Ara ADALTHIONS STRUC111.
°0 . ° a. �':r ' : M sue. s. p •ux,�N. g sn sm0 00000
EO .5711. smeu••rzn must m AND PREGERrso w PROWCTxu.
OMR-rzn A.D a wr m ¢ sw y
GRADING AND DRAINAGE PLAN - PHASE 3
z
0
L
a
w
z
H
0
J 0
z
z
0
LL
v
OS .J
0 z >
z
L1
ac
-n a
e
ce
00
(n00
z2
Nv0
<
2JCC
0<0
PROJECT NO. 19.00]
SCALE: 1,50'
DRAWN: HR
REVIEW: CE
C2.3
SHEET 1� 0F d1

6 .% i,
\
JS
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 MR, lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
...,,,
_.„Li+k,;t,
ISFF U I
,,c-
\;.. `"•.
\ �� 1 .�� 'ii
ii
sso
III CB FSO— CCB FJ.O
S W 5 — —il
-- !_ _-=
— SCALE. 1",30H
Js5
SCALE: 1",30' H
i
m
m
xt
xA
s
a
a�
MMMMMMMMMMM
.fiI
7.ii
a
rr°
3
MMMMMMMMM
��
- -----
_..
iii
]m�
>zs
>u
—
a,
, s
3.0
®M�
.74
xo
]..-
:T,
TT
i,..
].N
SA
PR
]a
..
££
ao
3$
^^
�g
^^
mn
r as
_
.. �� STORM LINE C
0 30 Di. 0.30 1.00 11S0fr. 4.� „m , STORM LINE F (SF F4.0 - CB F70) ]
370
„-6-4 41"
'.. \
.
IHw e2.ol
—x,
III
is
I (� 9
STORM PIPE PLAN AND PROFILES
PHASE 1
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
Fd �I
NE!
ILIAC
..„,...... ��
�
2
II
•
I�_�
.. -:.
SCAI F: I"=3d H
®
top/I
SCAI F: I"=30'H
IHwlx
/ SCAI F: I"=30'H
o
n
$ $
6
5
].0
Es
o
]m
€q�1
3 m
]As
.us
a
m
...,
ow__wit—
,.0
.,.._,
, .
,s,v.v.
..,,...
,
„,,
va,.
_
.:„......._,
............._
\
PROJECT NO. 19.40]
as7
Don.
ama
]sa
al-
M. DROP SEE
\
Foe ro14
]u
]u
SCALE 1"SO'
355
N[F,u. WEE]cvu
`
MN F31
Ns-rt
Ig
NlP-NAP
DRAWN : HR REVIEW: CE
C2.4
SI 1 33 of ^�
u.
Na
..
$$
Z.a
�$
ea
$a
$a s^
. ,. m
STORM LINE F (HW FI.0 - SF F3.0)
a „m bss
STORM LINE B
ao b,.
STORM LINE C

•
r,
� . Pr\ .
°� . ° aa rsso
'
\
Ice mai
�� �� .
..
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 MR, lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
BSI 745=711h
ri- '�50�
��
Aso
/
I SCALE: 1 =30' H
1111 //
11\\
"30' H
SCALE: 1,30
SEE
MEET P.6
360
PROW) r &MP AT
ACT TO
I
Jxl
a
m CRAW���
]M
15a
1u
----
'
:
tm
&ax—'
1x
;
_ww 0�.
.r.�
, o41oRR
'
aa5
550
350
o
c 2
ek
aan
8
W
1
am
a.a
.,
a.a
C
f
Ix
au
5n
r
5w
r
•
isa
€8
R
p8
. ^
^ nn
@k
R R4
RIR
°
" �8 88
^
ssa
am8
Eat
RR
in
n (WO 0.0 STORM LINE A '� '�
-a w 0a0 0150 ,oa 7150 STORM LINED (SF D6.0}- CB D8.0)�b '1� ' 50 „m „m
Add
B
STORM PIPE PLAN AND PROFILES
PHASE 1 & 2
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
\.?��f
PH
E
757 1
\f
• Ice.01
1il
Inw clol
•°'• Ice
as 01
..4 i 1 I IA
-N.
aa0�ccir0 wrrzniro
]
ii ... i . . .W•
SCALE 1"=30 H
SCALE_ 1 0 H
PHaSf
n
n
3m
5w
o
8
o.
3'
am
__MAIMM
1
____
M__
'
o
,,
88
a65
w!8wrwsW.la4.7=
I+RTti.=47F&e!
•
L,
,,
QO
e
o
MO
=i
:
.9PTit
!/1[41�����=�
��
girMilll
rem-'n'w
x 0
.a0
aae
•
,..
I
M��—®i
,
II-.�------
PROJECT NO. 19.00]
nL mer\.
qPF
wn e e
...
1sn
LL
ab
-
SCALE : 1"-50MUM'
x a
„e
LLL L
LL
DRAWN : HR REVIEW: CE
I�M
'
3500
_I
C2.5
SHEET 14 of nz
„5
GEOIMINICAL sxraxi
w me MO
au
8 R
^ e8
8nn
4 Rk
STORM LINE G
sa 0 0, ,-
,� STORM LINE D 5(HW D1.0 -� SF D5.0)

1 /
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 MR, lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
/ !
PLAN
SECAON
SUMP AT INLET DETAIL
Ice EMI
J
\ \\ 1 \ Ice &Lai
IYYY
CB...0
_
Ica Ezol
`
M
\
�
C
Er.al
22
2 \
I
2).
411111
I
—`
SCALE: 1"30' H
STORM PIPE PLAN AND PROFILES
PHASE 2
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
■■
'�
�...�•
a[
��
PNASE
— —__
[
,v IDa r
—��
—�
IN
�'
370
:EN•W
sEE
DE7Al2 ras r \���a:]Cr'j.lY—i�—�
�
id1
_ll•PRIL
_ilfrELS-
•
IC4i��
Ass
""1
KiL'ii
MM.
.I
nil 70
J11
NLGi����
]y
1■
use rr
3I .M
I11!'S1}l�1■
=ii`u�
PROJECT NO. 19.00]
ma
�
Jsa
SCALE. 1"=30'
DRAWN: HR REVIEW: CE
a 57 araa a sa irm irso a 00 a so J as ] sa srm srsa f as srsa e.m erm rwn
STORM LINE E
C2.6
SHEET 33 OF d1

Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
_ _ - = rnro. _ 1w0_ ` ,.. I.B H301 - `\i-I, Ho
8711111M-
'Iltarli
370 ®®®
' WC #,W ' --- __ s .: \
LW*\
Ay I/ R 11111,,,,e0alL �
W � VI 2a'„k�p �
I 'tll
SCALE: 1"=30' H
"V®I
_M_MIME_---
__U
_IPM_
,,7,
.
_=
—
--�1^
--
Y�
]l5
MEM
_�i�l,.`
ii
MENU
a
SLOPE
J>o
�S^If-tril_I
,
_-i
- - "������
EIS/'
lilig
Lam-
]A
�=
o
!,9aL
��
F9q.3
Li'iYY
IlPT9Rf�E
R
R"„
Eq
F9
MI!
ii iiilM:f�fl-il-�
J
•
R
- -8
8
,
STORM LINE H
I •
Ili
/FES HJ.1
STORM PIPE PLAN AND PROFILES
PHASE 2 CONTINUED
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
\
.,a. r. __
_ _ _ .r•�ffcs Hs. rl
---— Ice H5.0 -
/p
_ _
�! , / SCAI F:"-30' H
h / / /
/ /
_/ Y / 1
SCALE: 1"=30' H
lap AAA
JAS 395
]ss3.
J65
310
{
Ja0
375
PROLE, NO. 19.00]
l
H
SCALD 1"SO'
Jn
I
Jz
JXI
370
DRAWN: RVIEW:CE
C2.7
SHEET 1e of nz
]
AA
'gym
om ^R
2a
_ �n
�^
ar
'non
al n�
a8
R�
0
-0wm o w r.m i wp
STORM LINE H (H5.0 — 1-15 1)
-o Jo 0.00 rpm rwm 1.m
STORM LINE H (H3.0 — H3.1)

Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
7.--
_ w I r-P 7 I` I
1.
7- O' , .
IIJNE J I W I
jpr
,� ' I24",cps
i
SCALE: 1"=30' H
Pas
o 0
Q��
4°SEE OE/M
9IEEl Cl,
,.
isimigig
.370
•
.MS
�M�_
�_�
�sfEaS•'.l
i�.L.Y_
n. fiFH��
Jed
�I_®C.ICYiIr_
---
=E---
--
° 50 °f0° °.]° .00 op 00
°,so J.] so
STORM LINE J
STORM PIPE PLAN AND PROFILES
PHASE 3
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
PROJECT NO. 19.0,
SCALE: 1"S0'
DRAWN:HH8 VIEW: CE
C2.8
SHEET 1' OF .

TEMPORARY TX,IN
DONE
CONC. 215E4
SECTION NEW
ELEVATION NEW
POND DRAW—DONN ORIFICE DETAIL
NT.S
A PUMP Wx[ 9E REOIIWEO TO ORAN THE MERANO
FOR ANY FUTURE MAINTENANCE.
SEE DETAIL
BAY st. xxxopPOOL -25:00
STORMWA7ER 14E7LAND SECTION
N.T.S.
TOP Of BERM
VALLOW WA. ZONE
Outlet Rota. ion Caka1E.G
v,pN1e A_ O.Eoe>rerOVIRA5mawiFgn[la Be
I0t11MVRE NO. • CLO /e•rm r
Y+I
A�g▪ we....G>b11.E{et.Flpp
▪ Lmeral E., Ka
of IMM.
w•Ka•w.li.K. t
Ra
sn▪ .uwt«Rbmt•4
Sparc Um, a sal•W
▪ why,•.cmorp. Aw.•iwe
• �M•1r
v�e.AeeKee TMRV•W •.
ww.e»-xwn
1v.I toi Raw.XWr.
W.1y,[Mmw•IMh.
w.W1d Cw.•w.w.
• WNW •10.31
▪ Mx.
35650
MUG
J• I1
MAI
SEq m
Sty
e XI
pa
IRV it
MILK
Ieyn
ow le
CLASS 1 RP RAP
1FC1MN R—B
EMERGENCY SPILLWAY DETAIL
N.T.S.
Dude! FIERI11.1.1, Calculator
ImlunulE N0.. 6. NHtl.tl Mer
aea!
tmnhcle
nm Ek II
Ael.amuw•e nr+nlm
1HN[Hn Meam....•G
Owrvd rwaew
w ▪ u... ew.eM .
w.fhtOn, p2I.11
Moo.WFRe.rr•F
*HANLi.v,OSW •54
w aL S.ewryM INeAM• the
GpNd rri.mto ro nc aiLL•" a
Fcr.nA9.Oan W.FtM •
SN.1.I1.11s.•Iw.
'Arm a141.-e
SEmco Ill
Ib
%MAT 144
Sum dsmna 4.4E.10 lb.
Rummy MARBLE meHbutlen rill YM Ee.qu1M
11.13.1.1343.
1..e1.61dee•we1.e
•e451nl.
YreWIll M.• and
c.
WN.a•Metal
sdMF..In
BaTED-C. TRASH RACK
ELEVA7ION NEW
POND ODiLET RISER C2.0 DETAIL
r.5
OWM
35.00
eli
.
WRR
fto
4246
Emh
h
Zan ae,N
0.5 4rrl .�., flat
5! N Cowen p.v.•ra iu Re.., rinin.v 1•5• 151 • In 511 [v
S um..ry: e..•*W.aeti•Reta .n..1F400a..n•Ina
ME EAMANIMMXT
EMBANKMENT NOM LEAN [LAY S.(5�4)SaTIF. oussinconov MOW M NOT AVAILABLE ON
STORMWATER WETLAND PLAN - PHASE 1
GRAPHIC SCALE
80( TEO-ON TRASH RACK
PERMANENT POOL EL - , Q
ELEVATION NEW
STORMWAIER NE7LAND C5.0 OUTLET DETAIL
N.T.S.
KEY NOTES:
0 u AaI! Gies. Rs. ATDED sTL1PYXNRR DE.. MANuu. sa
0 AVM.nrroo FABRIC ONOERIVEAm. I RM. SEE DETAE
© ARV.AND INSTALL a PIM TOE DRAIN. S¢ DET.
0 tlmexa xEaAxD ae;or AP .Ew PH£. °=euu Pm ro MErdr
Legend
N50
MANI
SHALLOW WATER M.
PERMANENT POOL
R1P-RAP. SEE PAD SM. MIME
o
•
0o�
za
HYDROLOGIC PLAN WETLAND POND C
0
L
z
X
W
H
0
J U
z
z
O
v
LL
06
J
U
ozz
W W <
0O
)0O
z2
U p
< W W
=J C[
0<0
PROJECT NO. 19.007
SCALE: 1,40'
DRAWN: HR
REVIEW: CE
C3.0
SHEET 1R 0F 41

Re-POVOIy44.1 P2NEC• WWI.* MODOWIR4OVI
5111fA1Oh.N1 0A MI I4'Ii110115(.4
41.Rowti5V.g
ft MN.'
I nIMMO0101
0101., OS)
O.E. LA
211.11
Po, LC
PR 2
91911
M.0.21
�nW
11
2
.
Pa
15.1
is
p
11
A
16I1
1155
lM
OWN
L41A1
1S
1.1
4
MC
4Y.12
211ri
P41.
010,2
.�.1le
/ �M?
9N.49
11...10N
4
11
N
o
W
1N
5.0
0
29
nl
M
%
9l
M
2*
SA
111
A
UP
µ15
VW•
ONlM6nIC:1I
9i
91.10
SLWRC
11YFAREY.IT
40.15
4%51
WI01PIP5(51R.1VIR•100gAINAIRO-01 NM[SWN wRJICW iuq A-0.101115.
us son a2y5C. 1W114 Yf*fWNfAular
Legend
I ReF AP/YK.S&F IABI£ 1
5R nv. uwanlu[ II0£
IFI
GRAPHIC SCALE
1 h YO11t
-1
•
O
z
0
L
z
w
H
0
J v
z
z
0
v
LL
_
Z
o z
W L
accc
00
In00
N z Cc
N v 0
aww
=J[[
vat.)
PROJECT NO. 19.0.
SCALE: 1"=120.
DRAWN: NO
REVIEW: CE
C3.1
SHEET 19 0F Al

•
•
4 Vn
OOet-0eeelopmere FM.-R01 .30M 5013h110t30O11 Of P.DJ9.t ONy
1.l01100031 IZA IMI
Men'n0/6 NMI
MIN n.I
i LRlmlbrt1191
lance IOSI
I..l
SRl
.,un
MOM
.a
T1
.a
u04
MO
5.0
SO
6a
16
0St6
.1-1)/
I.ri
f01
MA
142.
so
q
n
L.0
we
fI.T.
Lu
H.10
IVI
6
SA10
M
.t0
]RI
I.L.Lx
110
s
1A1
.
A
000
71
m
ft.
o
SO
n
1u
11
WSW
1
q
7..1
1.
SI
o
WS
0.010
9
Xi
.
nq
ut
yr
LT
xn nm
tm1,m
10.1.1090
a
11.e
lib
01
f]0
sum.
26.IYNM1
q6
smv
U. NAOi. rt9f3..mr.,..m .vdrtlu.l...: Y..wf IOYO91.0.a 10.1.
y{1.d1.00.e3b. me
RIIllO/P SUMMARY
[ewe Simo
1..R4.11Ok 20.iI4.01 L0I1.3)141
II44ry /3,114410.1 SW.r30.10.1.16M11USry
TOTAL 0001.101.01..10111.0.
71, Os
IOIAL POSI.0964dRdf 5420
1R11d.
ZOO d.
4,
■ne d.
MOm
715.41 d.
10v..00l
-..SOda
-11.mm
-10.61 da
-b.M4
41.16da
-1217m
1.v_;..,---,--Tr."-,,_ —irromu.-1 _owi,„,....."-.4,._....iiihi:,. jp. ,
4141411
IY
_4
BST TO OR-SNx POINT
/I 127
GRAPHIC SCALE
ix-,m1 eeL
Legend
MONO.. SUBLITOIINIENT LABEL
El TSRAVeariZNIL
MINTS Of NYOROLOOdO SUBLAIONENT
-------------
/
0 �.
/ v�,
Ii
/ fI
•
HYDROLOGIC PLAN KEY MAP
NOT TO SCALE
LJJ
Ln
O_
z z
aw
d 11
0
�w
Ow
0 0
0�
O 0
z
0
z
a
w
H
0
J
H z
z
o
0
LL
Lab J
�LJ _
0 z Z
W LNQ
aced
O0
L% 0 0
cn_�
N v 0
aww
0<0
PROJECT NO. IR.0,
SCALE: 1,100'
DRAWN: NO
REVIEW: CE
C3.2
SHEET OF 47

/
RUNOFF SUN...,
sops. srodo
-TOM PRE4NRCOMOIFROW
+mJu ro5*-ownne.vn a 1J> W
PREYS. K161
s.YR.e 2,111 sye lit5rl »wllant es.0 >M Noon
231.15 MN de MN de MIL eh MIT do
]NN 4. NON N .nfl 90,45 1RR *
.x.ue� -RN c. • w.um NoeN .u.ssm
135.11 de
10..04
v 5.0-14r}
vuan
71,5,454
x0
1 /,i
11 1 / /
630' i0 OR -SUN POINT
•
•
•
FOII.unel0pment Flom .11Nev.ne SUOutMn a eF ONION. CNN
500WA+CNRNT O.-*O
IINSW1C,b15A 5C MN.!
N. imam) RIRONF1451
ONI
wysn
M7N
n 7a
N
YR
L4
15110
h la
C
Let
d1S
MA
mu
NW
.k
93 54
m SSD A
N o0
W
0
10
10
LC
1.24
0.
vol
as
b.
.SR6
NO 14
N
Us
1.,
1N
MN
2
MIt
loo 34
43
DM
ne
id
C
191
21.0
v.a
IN
N
B...
m
11
xi. ss
10.r1
ed .
R010
MN/
1.
N IA
0 A
*I 54
N
ICE
N
f�
051
att
a5
4 IS
e 15,r
fU
S
Li
..Se
'.Or
%M 111 O
UK.
...06
MAN/
® 5A
1F 1
. m1
10 l
a .
N i�1
la Wn
11 >5.01
m SRC
=
ue
. S.
• 1+eR NOT
BIN 41Si
• 201.11630..16RPF.. 1R&67µ.5.01.,Ro,16.a62NNQ
IN ▪ fa.e tw.Jm.r.+t
•
•
•
GRAPHIC SCALE
1es61
106 n.
Legend
REF. APPLICABLE !ABLE
REF. AFINJGADLE TABLE
,„RADE COMM.
0
•
HYDROLOGIC PLAN KEY MAP
NOT TO SCALE
uJ
Ln
zz
aw
JZ
0
w
W
0 0
>-0
z
0
L
z
Lu
w
H
0
J 0
z
z
0 d
v
LL
Lu
C J
U —
z>
z
cc0
0 ,)=
00
n00
z
v
aww
0<0
PROJECT NO. 19.00]
SCALE: 1,100'
DRAWN: NO
REVIEW: CE
C3.3
SHEET 11 0F d1

/
RUNOFF St.0.11MR1.
DIEDUMSTOLIM
1.9412Wrt nrll^ial 5,14w117 1.k04.104 sl*Pvid'! 501.11Y.611 M0,192+3+'1
1WK I1ee011113r3arnOIN
Jmd.
maids
vsad.
eas1 ds
saw. ds
ein ds
niu ds
EOM Per(WWIONAIIIILOW
au d.
93240 as
mod.
GRAPHIC SCALE
IMO da 1 L: P1100( R.
PM VS. PO31
AN CI -111
-S(0R. -:IMW -ri1141 -33.6 eft
-WAItl5
i 'I ! /
''' '''' liti
630 ro OR -sus Polnr J! / 1!/
I J f--l--_r_J ✓
5'
Posl•Oeuelopment Plows • Relevant SuMrtchmeo[. of PIOftl Only
•
•
1uNw1Neen1 0.4.121)
m.o..!0*45..)
ce IMII.I en 194101100.1 6 ul1 I03I
nl
x wn
u+
WI 3*669
11
50
91 LW
A..f 95*05
m
60
97
tit
32.7 IL ow
rs WM
+e
U.
H
L}
Ial 7,.I1
WO iela
I.
KO
50
SO
97
■
Olt
MA.
50
*I
SW
30.1 WM
10
73
SA
93
131
A9 N.606
A
ail
16
1-0
J. w LILL 3.
W1 1_
9➢
SA
90
AN
y. .a1.
MI WSOH
3A
W
OM
am
u
50
10
LS9
SLR 9g919
11
1.1
II
S33
se WAS
>o x9n
3A
PA
301
9E SAW
u
50
10
ns.
32 ffii11
m
54
OS 94
99.9
m
V.
1.41.
55 e .555
3vse
446
11
IA
®
lane
33E
tip
111 —
so
46
5s
105
91w
*4
13 31A
10 N/x119
0
1SL
[01
10 WAN
51
311
90 Lin
11 SOX
19 MOM*
1A
2270
I
510M[ W.W 6Si3
4060
♦53A0
01P RESCE109057la93010150-9.. n05P.9N4004em .I,erdu3N6.
in SOLGwfl.. rm. 3<.1{ 1111.110.1.1.1.11Y
L�
O
•
•
•
•
Legend
REF. APPLICABLE !ABLE
REF. AFINJGAELE TABLE
HYDROLOGIC PLAN KEY MAP
NOT TO SCALE
en
W
2
f1H
Z z
acWc
J L
LL f1
U 0
l7W
Ow
0 0
0 H
O 0
z
0
L
z
Lu
W
H
0
J 0
z
z
0 d
v
LL
O5 .
H U J
0z>
W W
ace
�LnCC
0
In00
z2
U 0
< W LLIJ
H
0<0
PROJECT NO. IR.°,
SCALE: 1,100'
DRAWN: MO
REVIEW: CE
C3.4
SHEET 22 OF 42

RUNOFF SUMMARY
11131621091311
1-R{1.irr1 3110101 F-NN. 1 1015F4.0F'1 SNRIN .0 lan 0N1r1 300-IN 3.w1
TOM* o9595991149945n
III.1i5R
MOM dm
RIM A
.viO4.
3611110
7s]SM
MST
3e31-De6e1e0n5e26 fldaf. Relevant SuL:..;LHmentSdPropel Only
Si .10-2 61 1. 130
35.1 14.599
1.000.02. , 011131.1. 09115I1u1R01
1: 50
Fuln111151
IC
213 36]01
9d
50
214
353
9;E121
V
50
7A1
f..
15191
71
90
192
ins
43F+
59
54
14,
•I
332
1W11
1910
11
94
119
]1] 54FFN
]Y 1502
FN
m
50
La
LL
11S
la0.W
111
50
0Y
NI 9199)
333 0.5u
v
µ
IA
K 91419
9,
10
149
30 55.91
% 3190
45
50
05F
IE1
.2111
e1u
k
µ
1#
Xi
05
5
NA
!
0MAX5000
5,55545
=.0
95
1949
*no
to
X.I
u
9111
999409
RI
454
126
1014�at
9.993.9.
u
M
ua11
k
41.+490
K
111,
11111
1 111,Y11151
11R110Y9R�1
1w
9ana1�1
05,(0
4;45
20110. Fir 1641a0914.11e5N41641P.R Im145,de 13 .
lay 1 W55-0.»1.1. I.rt+u eu.uxrNl'
.22
mxw
xn
nna
Legend
REF. APPLIBABLE TABLE
El TE'r=A7LV; 'Aar -
GRAPHIC SCALE
( Peel
f Inch 120 IL
LLJ
1-
J
1r
Lu
0
zz
acwc
J L
as
U 0
l7w
JO W
0 0
CL
0 Lc)
I a
z
0
L
z
w
H
0
J
z
z
Q
LL
v
0 Z z
W W
ace0
O
Lel0Oc
N — C
L,�
aww
2JCC
vav
PROJECT NO. 19.00]
SCALE: 1,120'
DRAWN: NJO
REVIEW: CE
C3.5
SHEET 1 0F d1

FOR HERBACEOUS
NEILAND PLANTS INC
ADDRESS 812 DRUISNONDS POINT RD.
EDENTON, NC 27932
TELEPHONE: (P) (2S9) 1B9-5107
SALE£ IEANONETLANBPLANJ4NC.CON
FOR SHRUBS
TAYL RS NURSERY INC.
ADDRESS: 2705 NEW BERN AV..
RALE.. NO 91810
TELEPHONE.' (P) [phone]
CA
PUS, PIP -PAP
_ WW-2
IEI III,1III IIIII� IIII IEII �IIIEIII�II IEIIIIII II _/III=IIIH/15I/1E=II
FABRIC
bOMVEC/iON
4,111,
lieu
11-1171111 II II II I II III I III II I BURP CPOSS TIES
SECTION
NET TREATMENT SWALE DETAIL.
MIS
TRFA TMFNT SWALE GRASSING NOTES
1ME SPA. SPECIES IN 7. SWALE (N NGv o.wwxc Aw Om-R.50. SWILL
(B)u21.2TO a>HSTAPOA VELOCITY OF 1 FPI
M/eECur LOVERRrµ b r''AM
2 P.A.SGE TYPES Of Gin. .03 INCLUDE DIE FOLLOW.
/N BERMdDA CRASS
(IVTALL FESCUE
Y BLUEGRASS
c2RAa MIPM.
TEMPORARY INIINOAI1ON ZONE PWIEINGGENEOMLE
HEROARGMS
9111I00S
:AfA LSO E7
SOW.. RASE COMM N.V.
W (FT..0..1
SUE
4R.
PGMITMIoov1R1l1.1
IONIIWALI.AE
Ea7•411414NE
HEAu101n.aLI
018
on
NOM
S,aW
RAnlCIRANwyyl
fx1lSIN+•01
1
YlpiYnl
Ay
IIiB
AbCUW SnWi14
1
AwltD 1K%11I
1
!
�
02'1M.
10
JIF14W3FVEMLr
TOIA0053.11.sao0J
ws10.0.1 71.0. r
11100091000E101.O10.10
LO O-CI:W N1
p1il00uil *S i
wIAlaigN TCxT
OlgEMS0pWLAN.
51~MIIMEO
E
N'S0351A
00
NIA
AYNS' uVTA
iAONLEI
5
lO k.
f0
OIAa1APINa0i
eE NOm[
E
�aL'1N
s
Art.
PROPOSED PAVEMENT
AOt'i IEIIEIIEIIL=II1
l l I=11Ie1 l I=11I1 l 1=
PEE suMMARr�
111,,,LET PIPE
I_EI I '111E111F-FIVIV
EI II=IIEIII TAT=
IIEIIFIIHII=IIH W
IWIIilllli
- EIII=IIEIIEIIEIII=
EIIFff1=11
LE—1 LLSE
ii I I—lI I EI I EI I E�I I I-
�7
CATCH
_
O.F1=1N
TIT
IWTiu
� AEI
iIlWlu11H
=11 EIII=IIEIIEII1—,11�
EIII=III=III=III=III=III=��—�
�I I�IIWIIi Wlli
=11 EIIIeIIEIIEIIEIIIeI
EIIIIIIIIEIIEIIEIIIIIIIIEIII
IIII11
—LL
-���-.I=II=
Wlll ill, Ii
EI 1 -�I EIIEIIEIIEIIEIIIeII
�IIIEIIII 1,11gIIIIIIIEIIIIIIIIEIIIIIIII
DROP CATCH BASIN DETAIL
TREATMENT SWALE ENLARGED VIEW
STORMWATFR NOIFSSMALL _ _ _ Of A __
MN sxuS.
Of SURER. (MOa °1"iISPECRON at .xearnavuvcr AND i WPM YEAR > rant M a /rc
cvuOS AOf RECORD.
2 PE xdi NIS KENT G1ALL CONTACT ME TOM£ZICE �45067l1. INER VIVA
A 0 IM COAT,
EPICREER Of AMMO GIALL
• CONIROL MEASURES AND CON.12 AxESSS APPROMID
x 5 i .AND buA¢m M1vt AS.E.Mu.
t 01 S LOTAY FRN/ LOT EVAN06N FOR AL. .ES ISMr GM RYC. ARON AND AS -BUILT PLAN IS REWIRED PRIOR TO RAIL APPA
�RR £ RN RTEW R DA1AD Y12 Rn s A . x TE ti .IN
STOwwAA ALLY Gine Of. AP COMPLETE �=GMOf RE
PE OMER S lifPOPMPP. MGM.. RE PERMANENT SRAM.. OWING LABELED AS
TREATMENT SWALE MAINTENANCE NOTES: et.TEAND AS MN20.3 BY pp, mMOwAENr Urr£ HA WY .vaRNmcnav FOR WATErrorm
Y uARA J. ANNINIT PRONG RON AREA ANOpR PUBLIC WATER SUNNY
_ - Dv ME SWALE. WRATERu NS.NJ ANNNR LIAR
11. FOR WAIF.. PROIEORON AND DOR A.G. BILL
AVE DE
AND
ARE ANO EF0.4K OLLLKf K FORYEO. M 1 S' EfALRECORD 9r9A 51 0w LABELER x(S) TE0 W9
won um. STANT.. DAM OF ME CREA770N OF ME REp S, RE
nECESSANS
J. 1£¢rARON SnAu BE MANTA". AT A NAM.NWrJ OfB ev'n6. EA K55 ANALYSIS NO7AN INE STORM. MERANO 70 DETERMWE INE MAMMY OF SOI. F. PEAL", IELETARON
IMPORIED OR x STU SOBS MAY BE AMENDED WON G.A. MAR.bAL m EMMY[ SUITMIUTY AS A
FLAN". MEGA
1*UUO W WRIER 1L111 E PLANTING SCHEME
aA 7.0 711 biota! Naas 1000.Ml aim y4nnG70 0.C1
41215 RD4IIO7711L7000nul1A PI0714137m40
SNu0uk60001W. LOAD,.
.r7.
n11
sB OE WATER
N0 EttIlliiicrti PLUM EVENLY
0Nl
0RIN10t11NR5 PUG}
S11 00 IIO0L0p414.330x WA1IA
T011f
510
ttukt
STORMWATER WETLAND CONSTRUCTION NOTES:
11A771!]w11•9I.
GRAPHIC SCALE
WLTIAMR me ES
i9NE 000,000 .iARr.] n0,10,00.1-50 nlIALSIPASf AR{E RI
10A7M47 9200 ;G00 1I0
Np!mnOArORV Kai 11109 ],ODD Rf
1' IINP01SRINwlADox MINEMite ;ZOO
It DAYS ME SONTSALION 01.1. NA. RANTS MD/ DIE BOUND IS BROVOIT
SPAWO J TO 1NE ANL.. RR. FALL MEW DATES ( 51wp:FA1 A5/
I. Ldmn _
IRE POPOSAYM.-FORISAY DEEP POOLS
INSTALLER STINIwBAN:ILR NE PLACER ATZE.OrET OF INE INC REASON IC
AN =MR. SPAN OPEN 1,2 MEANIE (WPM NO SIC. MAN Ma DAM
NNW 10 NE PLNIIING DATE TO PRESERVE SOA AINSRPIF AND BORNARLITZ
CONTACT LOCAL NURSE -FRS WELL N ADVANCE OF CONSIMICANY M INSURE MY
0ron9GRI IOWMflIICIMRN1s1 Cg11IDTIJEN Rfllt]US1
£. I MINE ,TAD . NINO I (161] LE5 i 990.E
WV' PO 011.00i
COVSMUCROV. DIE LINGALIOR SMALL R.OVE ALL PLANTS APO SEGMENT
BEFORE REPLAN)]. ALL AREAS Of DIE WETLAND MIL B "AEE1n s s INER GOIIRC[EQUA1IDl1
OR.IVAL AREAS AS WWI. I N RE TAGS MR BE REI ED BY CMRPACTORro PRASE ai1X00.Diwc11.11. sr's'1-1''''''
A PIMP WILL RE REODIRED TO DRAW THE WETLANO
FOR ANY FUTURE MAWRNANCE.
Litcn-SO (a
Legend
II I
SHALL. WATER Id.
F.MANDIT POOL
RIP-AAP. SEE PAD 9.4 GOAT.
STORMWATER WETLAND LANDSCPAING PLAN
TIMPGNANT N9MGING GNAWGGWN
Oa CA�. � I 101 DA610i
AOI14.100100001-01
TJ=WC
030000
LEA.
1ORICAR
Ts
z
Ln
W
Ln
0
I-
z- z
a
0c_
z
Q Cl
Ln
K 0
0a
L,-) J
PROJECT NC. 19.003
SCALE: 1,30'
DRAWN: N10
REVIEW: CE
C3.6
SHEET 24 OF Al

74'
GRAPHIC SCALE
W he
Z 8al
z Cr az
a zm=
Q
z
Uz0,-
sGz,D:
PROJECT NO. 1,007
SCALE: 1,60'
DRAWN: HR
REVIEW: CE
C3.7
SHEET 1S 0F d1

EROSION CONTROL NOTES:
1. DISm0BAxx£.1 SD 00 LEDN,NS,s NSGRED AND ANM0PAmn. 101/101 PAPAS NIL BE RENLNES
ODER TRAM LANDAUS MOULIDM BY T. DEPARTMENT Of NWAN SEPARATE LAND MSS. ti ACMES SIBECT m ME SEDNENUMY PLLUMLY CONTROL ACSUM ARMSew. n 9 SE
PERMANENT SEEDING SPECIRCA7I0N
APPLY 4000 L. A.CLERIRAL LA.STONE PER ACRE
LAIE AND MALE. ARE TO BE DISKED INTO INE SOL SURFACE 55 A .PANA1 DEP. OF AMMER
PERARE
(» T - - . 22 (35 ACE B0 Les. PER Acx.
(y TALL U - A 00MN
T,ARTr sPRNr - IATF a,LMR homer MAY r AND AFITP AMA. 15I
(II SgTALL FESCUE - 250 LBS PER ACRE
(�v T - Ad ACRE PLUS Rrr DRAW RE - A0 IBS PER AC
(1) TmALL .SOU£ - .200 us PER ACRE PLUS SERE.LEB.£2A (SCANT.) - 60 LMS rd ACRE
A F MAY r� L. PER AC (1)�TAUFESCUE NE P.S 9.1111N[BAS5 -15 L. PER ACRE CR GERMAN MCLE7 - 1N55%
UNgreirli - TAW NM.
((/1 7 ' 150
B. M)SSTALL
- . P.ACRE
(II TALL s SERE. L(ID.CSA GLxscAWNEn) - 60 L. PAR ACRE
(D TALL 153.4E-250 Les AM ACNE
TER SEELINO.�AREA IS TO. a BE ROLLCULDPACYE TO MANE MAr RR SE. 6 PT.. NM CONTACT W M SOL
AREASSURFACE. ALL ARE 70 UNEC. WM STRAW A(ABOVE•,m BALES PM A APPLY AMLI V EMULSION TO E M LSION ME SSMAATJE CF ME RA1.50 02 NS PER ACRE. ME
nm naSEM. REONNOVINNSer RATES NAIL BEM PREPARED FOR Safer. Of i5, �T AE SUITNO zmnmuuFOR OI PLAxr
MINIM.AASONS. ME ABOVE SELECT/CAS ARE NOT RECOANExOm FOR LAM AREA UX Irv. uxraexry Axo TsxmR,v.
r CRONIN /$,mr NELr Ao£a32TE R.O. REFdMME AND AM. MxEIAT£LY FOLLOW. EROSION OR OD.
TEMPORARY SEEDING AND GRASSING NOTES
SLOPE OF WORK
OD---. Tt 04-r., s rg= AAECN.w^ olio etwr
MAT ARE N.M. Dr INE CONIMODSTS OPERAININS
MA IERIALS
A AT= , xI ATZL. I WOCA o Oi mvra9wn'CE m STAm Aw IEoZ UK CNREB
APPLY REROUTE. AT INE PATE OF STD POUNDS PER ALPE
M.
COMA.. ANALMS
PEROPI
ANO s£U EPAL SEED
er Assr 1OF WIN. NINO �.1. cxm.OL ssO PERIN. NAPO. WED NM MMIE AND INERT MASTRAL LABE RE udcaA SEED 91/. E DA seiATE-OW TNHo
M TNEE FROL xanao5 LEES MOLD, d OMER DASTE G05 wAuaAL MOINE NOM CELLULOSE FAR AREEW WER
EMIT.?
IiTm g s.... Aru m BARrxv r OeeIr.N
T Aii-diR CONDOM N.O . PsvER CONSISTENCY FOR
5020.1.11.15... PROCESSED TO MANN NO COMM di CIENIMADOL - (ACTORS WO DIED AN APPROPRIATE
PaOR 10 rt FACILITATE m SD TENK OfMENET APPLICATOR. COMM..TOR.. COMrcONr mn MR -DRY NW,PA. 9-15 PEAMOSIUR£.
ELM amAME OAUry rat m.o..
• SEEDWC
=19-,iE rZtfa a 1�yAR us. MD Sm er r LOCATES AMY FRO MvrAwNAN11 PRO.T SEE FROM
PPREZITE..,g DRAMND SP/E. /OPSDEL O. AREAVAS.E.ED S RNSGARU.TO
DO SPREAD TOPSOL 11.11 AMPTM OR EXCES91.11.T OR DRY ARMS NOT RIMEL. EPS. MALL BET... 10 A
A Ma rrwuwua EAT .PE4CILLYt aE5 OVER 5 ARMED LAW MGs MILL BE rm LAAam m A
WINN M MONS AMON. ME ...MN Of MD.. LNE. AND PRE -RANDOM Of ME
DO NO"A' '1X1rTNE OROUNO d ANNA' FROM{ SNOW CO.iED. di N AMY INSATSFACIORY GUMPTION FOR SEED.
n£awsT M MT MON. STANG ME NEON M.N. AND ALMS. RANLA,Kc OR maw. 9ev4T A MIxEN
wlp5052005400E
• o wnEOmD APPLY
maxwArArA aroma OR MAM DAL. mu SEM LW... 71 2 A JINN. OEPIN Cf 1/1 N
CUPID SOS AND 1/1 NCR PI SANDY SOILS CO M SID BY SPIEIOM NNW CULT .. ON OOMER AA.... LENGES
fliyamPt Ax0 1/z zG5OM45 Oxs c0� .� B7 S �IP Ie MED 5AVR4 wad UOPPA5 VEO LLNC 5
Of 1/4
Tw S£wx3 Fww Urea£ ,wEA £M'nr FO S ErNWEx[ss Or z m ,. wn, n ,rood x0, tK®x0 90
�YLnAFlTEA SA.PWAY snOs555 sAVEAu 5 MOROvritr.135 I. LAM FOOT Of ROL. WON
2w 729545mxt Mm
APPUCAMW rESS OMMNY APPROVED,2M LORD RRHULM MIMED 07N'O elnel DIN 0109L0 FO.LOW9 _
A'IV"; " ''Orr AP' TT mPERas.AmmuaaDSa10E m1x APP®iDril P
ECUAL 0 / aE NEOON.
MAILEtt MOON MBN MO a PD DISC OR rm
NON 5E �i Atxe 0542575055
r
NATTO STEP. NAN.
Br EENL
... REP.. A PLC E, 5 AAP PNAvMU PInA TA,NEE
RESTORATION. ESTABLISHMENT. AND F/NAL INSPECTION
RM... RESTORE TO Pi.YAL ENV. LAIN ME. W.f.. DMA= OUR. PlASSINC OPERA.. MEP AT
.AST ONE PA. PEDESIMM ACCESS ROPE APO ONE PAI. PONLAAR ACCESS APPT MCP BaKINNO ftes
CLEM OME PAS /HEM W . IS ARMS OOLE.
ESTA
. LEES wArzRT4 awv� �Nd O� mw Tm�TRACT. SIIAt R�2 amxm,.
AWL NSATPAIN ARO ANNOTAN. AT ME MO Of RE E UPON .TIEN
wgli.MT Al LEAST 10 DNS PRIOR TO ME ANDONA. DATE ANAL ACCEPT.. NM BE TIMM ars . xL
a ar m u.Ew+ San a GOVERN. MEN. SPEC. DTE .xMAcm Lv BAR ANYOswE RVCIORY OIER 5
COMM.zgrar
OAND aaAOE CT DE my PRraR TOowxw SITED. ▪ AND INEN RESEMM ALLOW. MEC zur m�K r Airo,
NEW STA9ILIZA)ION ME FRAMES
SITE AREA DESCR/PT10N
PERIMETER DIKES, SCALE% DITCHES AND SLOPES
STABILIZATION
T DAYS
JAE ERANE EXCEP110NS
NONE
HIGH MIAUTY WATER (HOW) 7CRES
7 DAYS
NONE
SLOPES STEEPER MAN 3:1
7 DAYS
F SLOPES ARE 10' 0R LESS IN LENGTH ANON PRE NOT
1SIEEPER ]:E 14 DAYS ARE 011
SLOPES 3:1 OR FLATTER
14 DAYS
T DAYS FOR SLOPES (NEATER MAN LENGTH
FOR N IN
ALL OTHER AREAS NTH SLOPES FLAMER THAN Y.I
14 OATS
NONE, EXCEPT FOR PERIMETER AND HOWOWZONES
F
LOCA7ION MAP
p
di
EROSION AND SEDIMENTATION CONTROL LEGEND
Site Preparation
El
M TPtl cll Grading)
Surface Stabilisation
0 Chemical Stabilization
® DU, SE ncl Fence
0 Dune Vegetannn Planting
® uslconlrn,
en
otcuRe N.a ment roar
nds keeping
® Mulching
• Permanent Seeding
® Preservation ct Vegetation
6 Retaining Wall
1 shrubVine and gr..cner%anti ,
® so m
• Tcmpomry �oMmg
Hanauer.. IADdIaIMaLm
• SedinleM Barrier
® Sedmentearnar0,tler
0 Sediment
0 Sim. ce Hmtint Tmn
/© o imontTu.ninon[ p
irvrrl FLoul▪ antl Finn L.
Runoff Conveyance
Rhck chuck Ham
Drup
Lin dru Cnnure :Swale
d
swainSrnss
Storm water Management
0 swmrsWate Detention Basin
ED-.nip.. Inlrt Risrr Ey.. n
Stream Protection
udsud▪ aceDraine t Channel
h.nkPro®cien
®I_Pry /Hr.nn Temp..,Stream cre g
Sediment Control ® Baffle Grid
O56ckand Ora rat Inlet
eruan.Fednc Berner
OFaint 0. MP Protection
® Hal wre:Jetnantl.avellnletPmtecton
© Fitur
p RtatinLTurbidity eamer PROJECT INFO
® ReakF�rHam
SITE ADDRESS AL1EC INDUS-OWES INC
cnk HouOlnut hint Pnc:4on 1515 )VAC WAY.
CREEDNOOR, NC 2752E
CONTACT. MR. TOK50 PAK
(P) (919) 528-802S
LARNDE: .1615824.0'11
LONDI)UDE 784325.51W
TOTAL DISTURBED AREA: 91L2IXl; SF
1891 ACRES
RECEIMNC OATEN: ME), IRIB(ITARY OF
LEDGE CREEK
RIVER SAWN:
MUSE R/12R BASIN
INTIMP4
Of
Of
]5
00
ST.
,r2.ry
BAD
40
6
;
Sr.
PEATY
If
la X D
n
i'i2y
oL
B
Six
5EAY/
Y
,z x0
b
rrr
REOPRES LAR.i STONE OR MOO. ARE Of
` IS
1 DE.E. BERM 5I c BMOND nSOLO£ OF OS
ANC..
NOM - NAME. r AS ( M) : B wwn
10
-
. LEND& m PRE.. SmaxaF
S
x T 9. saCNCAms
5
• ..L
RIP -RAP
0 D
5
)O
IS
Ni
]5
ana 215
- 550
IN&
ti;
NOM LESS MAN SD Lai
DAMETFA OF PPE N FEET
EROSION
CONTROL STONE
STWGMx 0-BON, MUE2R "'''T ffS znx sr, APR., -- EZ nDMNrt
las) (n) (/60) (rE) (az) (.1 /I)
IDAPOPARY
SLOPE DRAM
dWNWA
so
LOB.�NWROAANRARDN,ffNAN TA
gr
Ww .OfOEMAND CA an.
SOURCE
MM�
RIP —RAP PAD SIZING
EROSION AND SEDIMENT CONTROL NOTES
z
0
L
z
W
H
0
J
z
z
o
U
Lu
U _
�zz
W W <
ago
cc
O0
cr)z0
cn2
NUo
< H LWLJ
U<U
PROJECT NO. 19.007
SCALE NON,
DRAWN: HR
REVIEW: CE
C4.0
SHEET 2E 0F 41

DISTRUBED AREA (CONT'D).
EROSION AND SEDIMENTATION C0N7R0L LEGEND
Site Preparation Storm water Management Sediment Control Sediment Control (Gon['d)
Surface Stabilization
QChcmical Stabilization
0 u wnwl
Q Ensign C.,. Blanker
Swum. keepwo
Mulchrg
Permanent S„„N
© ,mus PavereiE O elockanb Gravel Inlet Straw aknenr gamer cutler
Ela
Srern0 Ter �Ya/Inlet Riser Ex=n�scn O Brush/Fabric Banter Eel, SetlrwitT Trap
Fahrw Orwa Het Protection
Swfi
© Her amclo-W erau�hid P ©.uon nr_nrFnl
® FherSack
(0 FIcsririd Turbi0ity Baum
O ack Firer Dam
H,.k Daughnurin7t PrreNun
© _dim_nc Bam_r
KEY NOTES.
NOD APO PRONGTIED
Retenne\Ball 0 nslxc ASPHALT mix,.RSA BC RREsxtEn ,um molEclEs.
en0 br,unb © LRl0C wms w s <nrsxrto APO mom -cm
0 £ASTNE PENCE TO BF PRISFRIIM AND
eni rar _e n 0 -Nrz. sAwcuR RnatEn Ax0
n
rix t:e Areas
Etl Fib -Mat
0 >E00NPoN8MIAs r a 0
a.xibLOm.n M'aiaJmam, ®
P.unotf Conveyance
0 Ruck "I,Dam
• Lhannel
• wture
Lined Swale
L
Subsurface Dram
^
ONAPS APO INSTALL MALNfC warn sF 00741
Oru.APOmen. ROOF fxEo OAR Y mem bran SEE MAIL
0 rum. wb JST� Ron! ONYX o.0 Ssr7sTAIL ALL
SO. ISANIF WI.
SIZE
0 PPO • APO �Y SD. SMUMRnv.s T0 RE PRf7RLE0 APO
0 TAA Axo SwvARv. 9/EET x,a RaRM, s£ sW W. la Ma: R.
© .N Y ! EXALT T 410 TADav
0 =Illx/RardiraINNMSON
SWALE SEC TEMPORARY INNRSON
INSTALL APO ROUSE AS MUM or 14 PRowcrs STANDARDS
OFARM raft.S INSTAL ASS 1.eP-RAP. 1MNN1AY PM ASS2rz)
.'ANNLLE GOYNTY / . 44£EIIWAY fASEMfN! /
I S
GRAPHIC SCALE
cr
rxcxa�w fr \ j�
LEGEND
[WITS 0£ ASPHALT/CONCRETE
DENDLIIION.
UNITS OF PROTECTED WETLAND
DISTURBED AREA (T0 BE CLEARED)
SW DIAMETER WATRE
SLLTFENCE
SILTFENCE OUTLET CONTROL
ROCK FILTER DAM (SEE DETAIL)
PROPOSED EDGE OF RAVEN.,
® Cd4CRETE WASHO:IT AREA
(SEE DETAIL)
® DIVERSION SWALE (SEE DETAIL)
BASIN DRAINAGE AREAS
50'RIPARIAN BUFFER
ZONE s 50'RIPARIAN BUFFER
z
0
z
0-
0
J
J z
H
O z
ce
z LL O
Lu
o
025 J
(,_
z 0 Z >
W L O 7, Z
z W N <
o.< (D .ccec(
nw ��d
gjL) �0
() 0 0
Z`y Nz2
Q� 7)LJ �0
Lu
02 2JcC
Wd 0<0
PROJECT NO. 19.0.
SCALE: 1,50'
DRAWN: HR I REVIEW: CE
C4.1
SHEE0F Al

DISTRUBED AREA (CONT'171
,CALE r=50.
,a*
fir4 41
fr
EROSION AND SEDIMENTA770N CON7ROL LEGEND
Site Preparation Surface Staazaton (CanTd). Storm voter Blanauement Sediment Control
8 SeA,
eRetaining Wall e Temporary Inlet Riser Dtwsiail
Surface Stablisation vo are Runoff DonveVance
e
oar.,
SotIO,
Turcorau ann.,
Tree PL..
BontlA Fibu Natr,
8
0 il.r.purenrAsp: Drains
KEY NOTES-
® DORN. De 13 IV BE PRES.., AND PROTECTED
® fl1S1IND ASPHALT MI, PAIR TORE PRESERVED AND PROIECTELI
C) fl1SDNO MOE M DE PRIMER., ma PRONCED.
PRONCT AND IIANTAIN BASK DIVERSICW SWALE MO SCARIER.
EgSAND SANITARY SEXER S1PLICIVRES TO BE PRE.. ADD PADTECRED.
® LEfT. 4610/11=TAAID A BIBE-REINForCED SUM..
® 22,., zwedgmlitutfu
g Sa,
Ro, Filter Dam
e
0 PROTECT AND BANTAM 41.80,5E CURET. SEE DETAIL
PROTECT AND MANTAIN PLID? oma wht xacnr SEE orrA.
xeuccr AND lotrami Row< cmccx DAR BEE DETAIL
pROIECT AND BANTAD, 20• wATTLE DEO( DAA! SEE DETA,L.
ePROTECT AND BANTAM CONSTROODON EX! PAD SEE DETAIL.
0 FURNISH ADD INSTALL STAKED POLYACRYIAIRDE FLOCCULDIT AS VECInED BY
T RE'grOf lgrECRZZTS'IT=WS.VCAC'ArONr
0 REMOVE EVSDIVC awn .E FLU. DEPM AND LINCIN DARE scory
SUB-DAADE ,PANdecal °EPP AND BAO(ALL NM TOP SOL D leATEN
ADJACENT GRADE ANNAN.] SEM AND A1LLOI.
eran' AND REVOVE comov cune AND CUTTER AND comedwrc
@ ;rale INSTALL MASS RIP -RAP. mama,. BM .10. FABli10)
-
WJLIIIL
7r1Bi. 0 n P,14:-"0
1,1111
CRANYILLE COUNTY
1-W
I sOr
GRAPHIC SCALE
( 01 rein )
Inch = EL
ivzx4,41w
°
FTEND
- - -
LIMIIS OF PROTECTED REILAND
DISTURBED AREA (10 BE (LEARED)
20. DIAMETER WATT,
NORM AMERICAN GREEN
SCISCON EROSION CONTROL
BLAAI)7ET (OR APPROVED EDUAL)
-11-11-11-11- SILTFE.E
SXITENCE OWLET CONIROL
ROCK FILTER DAM (SEE DETAIL)
PROPOSED EDGE OF PAVEMENT
is] crERDEETTEZASHOUT AREA
EMM:. DIVERSION SWA, (SEE DETAIL)
BASIN DRAINAGE AREAS
- MAE _10. RIPARIAN BURR.
- Z ONE SO' RIPARIAN BUFFER
omTuoLpL
0
14)
z
H
u
z
z
0 d
uJ
u_
1:25 .
z
U
Z >
uJL J.,Z
Z LU
E ±I
Ce
LA Ce 0 41)040
CRi (.9 H0
Cr) 0 0
Z z 2
Lu 14) u0
71) VI 41)
< < LLI
I IJ cC
U<CU
PROJECT NO. 1P.007
SCALE. 1ff =SO'
DRAWN: HB I REVIEW: CE
C4.2
SHEE 8 0

tluilinPind
T p
Surface Stabilization
▪ GIGrnica
▪ Dunesa',d�Fent„o�,
4-1
DISTRUBED AREA (CONT'D).
_GALE. I"'
EROSION AND SEDIMENTATION CONTROL LEGEND
Site Preparation Storm water Management
© Gyms Pav-r cn_
0 Storm\YaL.i D0cn0on Basin
0 Ter poraG InletRi erENOnsmn
Runoff Conveyance
wntro a
Gust
moon Cvrltd Elanldt „,6„ew Breen
gNatTurf
RI eke m pgnt
PreserGtian ,Vegetatian
Sediment Centro!
OBlock and Gravel Inlet
• rusltlFebric BWrl_r
OP EvGavaGd Dtop Riot Prot:n.1
Fabric Drop Inlet Protection
0 Hard mare GIGhand GreallrielProtection
0(0 Fit, Sack
(0 Flvating
ck Fheu 7
Dam (0(0
0 P, Doughnut Inlet P.n.
0 Sediment Barrier Outlet
0 Sediment
S0amrentTrap
OTemporary Sediment Trap
SWmrrntTubt
KEY NOTES:
0
Saddinq 0 LXsmu ASPIALT11.1,1711 m BE A.M. MO PRO.7E0.
STOOL ID Br PliESERIED FRONCIED.
Tree Flanting on Disturbed Areas 0 a K� m „� 8 AN.
B0ndedFdrmat,x O 0...,,80 n % in
FlexiibleGrr. Media/10.x z M MO tar.. surarcE cum am OM.
Oaasraf mmvA71.N °9„'"s'""""'""'"ef ..
.!'ANNUE LOUNlr
44£EIIWAY fAGEMfN! /
I
GRAPHIC SCALE
( veer
J FEND
NORTH AMFAICAN GREEN
SCISOBN EROSION CONTROL
BLANKET (OR APPROVED EODAL)
I=EI EEll
EASEIrrIMI
LIMITS OF PROTECTED WEILAND
DISTURBED AREA (TO BE CLEARED)
20- DIAMETER MIRE
SILDENCE
SLLIFENLE OUTLET CONTROL
ROCK FILTER DAM (SEE DETAIL)
PROPOSED EDGE OF PAVEMENT
- ZONE 50' RIPARIAN BUFFER
- z0n[ s 50' RIPARIAN BUFFER
z
0
z
X
W
H
O
J
z
z
O
v
LL
U —
0zz
WLna
aW a
(.9
0 c
00
v)00
cc) z2
Nvo
< W
H
0<0
PR0IE, NO. 19.00]
CALE. 1,50'
DRAWN: HR I REVIEW: CE
C4.3
SHEET 19 0F g1

R.0.W.
4,'
GRAPHIC SCALE
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
EROSION AND SEDIMENTATION CONTROL LEGEND
� r€ E
,
/.,
(IN �l
❑ , . Grading ®RAP x�mne4h�an 0 elm.. o,...t
nal
_
Legenda� n
soiling
c
— -- —
Don
8 fa 5[ab t n naUry
Lined Swale
\ `
ONE Rcxiavcm vicc
•. CORE,
O ahn. prcp I I on
t
�.
©H .,n-nwLI 1 5 IEPrapinads a= dear Inlet
® ou,a�p eu�u��o� �a
Du,VegetationHa a ©Tempoa„Slope Dams I, p r
® Du la t ®
Storm water Management k II arta.non
RacDust °�
) . uEt -
o z_ —
��
W
SmvHlv>•vBE
.OAR GE
.� BLOC( AND OSA.
GYM MG GUI.
9 9t; nLEr PROMOTION
© orous vavann_ ® n
tank,
SS
Wm
CONCRETE MG., PIT (SEE OEM)
_
scorn Yh n.
Turf Reinforcement ta,
//~tCy/
Ip, \
ss
_ musmucIDav [n>•n .O (SEE MT.)
Grounds 0 T,n Pna I Ea. ,w„ ®
Steam Protection Stan, BaleSedimentTrap
• _ it
"'
\ s
\
e.sx DRAINAGE AREAS
addrs aurs2�eDrr[
Z
PreservationVegetation a ar o O T a mans p
d rare
© ©) — /�
„
0
KEY NOIFS '
GRASS. IX ALCORDAINGEAS PER
=RM NCROT =
s; :COMPOL RIM./
H� PEIola,Thar
8 ,goo Crossing
a Ptantr/Is h Fl0000hnt/Roc/,7
Q Trm orAi .7_ in
Banded Planting 4 SicdRILIIAAi.ae
Hsitla Gianli MaEialMwtn
��
Q
1 /
Ari, / /
/ /
�IM.,
PRIM MG LL CI 7111.
©� x4Eu.GLASS a wD.DdrtKm SLIM. e4 D[pxxm. DOVE. ROW 4x
O TURN. 5 TALL SLOEXCE CURET AS maw. SEE DE/AL
mow.. SEE
O ROWAN [ uC v D D. �r�
O FlMx
NSTALL
PRIM
AND
e PROM. AND SWALE MG SOWER
PRESERVE nxO /Po,tt'/ [w5M5 La Derr POLES xw BASES
Q n
nth///
o
/
Ak
/.
�—\
ii
.
k \ \
Io
EROSION & SEDIMENT CONTROL PLAN -
PHASE 2 - CLEARING
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
/
h.
0
,_
\\ �' .lam
\\%
rIl
rif
10
�.
-
�
�
sx —
E
1�,
_
/
'
PROTECT NO. ZOO,
1 1
`)\ yy j/
SCALE-1 SO'
DRAWN : H8 REVIEW:CE
I-�\S\
y.
I I
I
J
=
C4.4
SHEET 30 OF 42
,� r
1
\ -,

R.0.W -_— ,,,-
GRAPHIC SCALE
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 MR, lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
EROSION AND SEDIMENTATION CONTROL LEGEND
��
F.O. w.— -.1111.'
= = =
��.� _ _
"OP
/'a
/
FM
try
Site Preparation Runoff Conveyance Sediment Control
DarnLegend
--'� — —'— `�
r(rd - SO
W .G a
Brush/FAA: Earn,
I ®E,,, Io
L
`
rII=�
'NOPRI
Surface Stabilization Or. Inlet
0® —`
unec'swoxmasx=rOFa
ralI
~
CIF) Du, Sand Fen. Subeurface Drain 1.12 ,,,,,
o a
+� una a Planting ©Storn
"�' 0
AIr (5¢ DETAIL)
®n e ae ��
water Management a h II_rercxtia
'
y� —
r r°Md -- �ti m
I CI
rpm,....
Dust Control Porous Pav nn
,nva.^kev ® =dnnceaner
n
Turf Reinforcement .far 0 /.spore, I sa ter Detention ,asin 0 sM1ane
/L /
NI
!p� r S\ \
© 0..,_:.--,
5�BLOCK MD CRAM
CURB AND DUMB
amen' ',LET Pm¢Cmv
® mvcsz wwsrrwr rvr (SEE u[rui)
ing•®
Grounds © sSediment
Steam Protects tan, ea son r/raa
p$
F1d
"j '; 0
p645P!DDDDV DOT PAD (SEE DETAIL)
of
Vegetation Channel n n [Tuba mast P
111 '�
DE AREAS
uuJS DF 6'ASnePBAnYPreservation
�n m uvmz non o
8
P
ES
�Y
VineDare
F FlavvNa�V Fla, dry
® Q earth pad
0 _m,ra.
e nded Planting
b d m ei�rurbcd Ai.,,
Fl.do Gra.. Modal..
I
11
g®
t �. Ol' r / '�O
Ii `/ ` r it0
AN
BLANKET DV ACCONDAICE WIN manor 'sawn, sarniva
O
AEC AS PER MAW.
r>o w SPEK (AMPM a.EPKAx
EY.aL)�
O AND MAINTAIN LL
u 3E DETAIL
O PAD
O ECT AND MAINTAIN
MAINTAIN mMNDE PROffOr AND MAINTAIN swot aunsr AS APROEM 'AND MAINTAIN cuss A DWm9® 9. SEE arm. DETAIE DOUBLE L
E
PROEM
Q PRO.] AND MAINTAIN owsnmcnDv nor ono. sr DETAIL
Q n
{
3 /
Q© ®
❑
©AI
1
EROSION & SEDIMENT CONTROL PLAN
PHASE 2 - GRADING
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
lir
e
/�kt
IBC
o
I ,
_____________
0
J
i
\
\
�I I
i6t-�
PROTECT NO 19 007
I
\
SCALE-1 So'
DRAWN: H8 REVIEW:CE
I I � �
/
l I
C4.5
SHEET 31 OF 42
I' I
1
\\\ / ��'

f„� _ 'e.aw - --,,
GRAPHIC SCALE
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
EROSION AND SEDIMENTATION CONTROL LEGEND
3_ o
��• Fw—
p5a
. .
SitePreparation Runoff Conveyance Sediment Carta!
_ __
�� — —
/,00/
(te eeef)CL
ndG�d p ® n, 0 el.n
_
lif
Legend
®soiling
fa Stabilization tia Oahn,B
l©
2S
. uNE SL&NCE
an
-e Inlet [act
•
—
~ OUTLET
on
, suurtace Bra h
\ti—
— §M1
y
an Planting
ig
tA'
)
ntral
out,tBu,B
Grounds
LM
la
Preserva
CLASS A S.
shrub tw Ara
Banded FSaBding
itilNlatrnur aA.aa
Rsltla cram�mamNnmen.,
I,,
O /
ti
l Tr
�•
o
Lir
h
a
e
a
\ Nr.
i
,
,
,.,
1
(
II
I,
1
N���
mk
\ ,,
EROSION & SEDIMENT CONTROL PLAN -
PHASE 2 - FINAL
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
V
r
PRaIECF NO. 19.80]
t I
\•
j
SCALE - 1 =50'
DRAWN H8 REVIEW:CE
I I
1
/
C4.6
SHEET , OF .
r ��
r
'' I
1
\\� -

EROSION AND SEDIMENTATION CONTROL LEGEND
Site Preparation
Grading
MTop boiling
Surface Stabilization
• Sha
oal
• Dune SandFon Stabilization
une Vegetation PIMA
Dus_canlrcl
Grounds uulchingkeeping
Ming Wall
Sodding
8 Bonded Fiber Ma.
Flcutic ,rov. Ncdiallrteuir.
Runoff Conveyance
suaeain
® TemporarydpeDralna
Storm water Management
0 ctarrn Water Del.. Basin
QTemporary Inlet Riser-xtensinn
Stream Protection
0
Belo Grid sb_enr..russmc
Sediment Control
Oelm ena Grn Nel Inlet
0 ruslrlFabrrc Banner
OP Excavated Drop l tier.motion
0 hFabric Drop lnleL Protection
ard,.9re and er,ellnlet.neratnnn
8FLereaab
Floating TurbiBwBarrier
• RookF� nDam
Rook DoughnutInlet Frt..
• ..ent Barnes
S.. nt Barn_i Dui,
QS.inenl Basin
QSt s,.Ba1_SWim_nt Tlop
OTemporary Sediment Trap
Sediment Tu.
HOPE
IFlovoulmr Flnlh et Log
KEY NOTES
O K AND 901E ELS� AR ETSEWER .TEDDD.
rs
PRESOWE
ECT
CURB
© PEE ro RENAL,.
EMNC FENCE ro ROAAIN.
ExSIM0 ucn, AOL6 m BE ANMERrID AND P.wDEe,ED
• dCTEO IXASE
SILF, a. BEB ANSA Alt,
ffSBNO
K S 1497Z SITE &SAMED AREAS m RE REVO.D AWING .NAY , AS
© MIAMI AND INSTALL BMX ALDER aut POEM.
eFUMY. AND INSTALL CLASS A 141.-BONFORCED SIL7MiCE DOUBLE R. Tarui, nON riam Ix, er WPC
0 M. MO INSTALL DEE DE an. SEE ,2 REM-e ENEE ,R<,.,,A7..1 !WHIN DRIP,.E OF MR,
A
efL.STI AND NW:.[ONSIBMBOxa,PADSEE BET..
© AuIAMI AND INSTALL mar, AM BRA. NNE, PRDTEDDEn.. SEE DEAL
OM P06ERK AND PPO.). E4EDN0 w7081EYEN,i
.S - REr'ram"
rp.
O L7
alt
rk .i�",.•tti•rti
;y GRAPHIC SCALE
.R89 ET I.
MEND
D.,DRDED REA(ID .E.EABSOI
SLRENCE
BOCK ALDER DAN (SEE DE,ALI
z
J
CL
J
0
1-
z
0
U
1-
W L
wa
Nw
cRiu
Z
O uJ
V Ln
0<
w• a
Z
0
Ln
Z
a
w
H
0
J U
z
z
O
LL
v
06 .
0zz
"w«
accel—
OHO
Ln0O
N Z
Nvo
aw
Hui
0<0
PROJECT N0. 19.0.
SCALE: 1,30'
DRAWN: HB
REVIEW: CE
C4.7
SHEET 33 0F d1

EROSION AND SEDIMENTATION CONTROL LEGEND
Site Preparation
Land
Top aGrading
boiling
M
Surface Stabilization
smmtztazn
Mae Sa,
10 ndF,D,
une,egetatanPlaAng
Gus. Con.
Erasion mt.., Wenke:
Mulch _eg ke p g
Ming Wall
ic,lentir d on ...HI,.
...HI,. Arces
8 13Dntled Fiber Matrix
FLA* ::rovAt Nctliullrtattir.
Sediment Control
OBlack and Garet Inlet
rustlFabnc Barrier
OP Dwovaccl OcplJm PAtecton
Fabric Drop Inlet Pmleamn
oiarweraclarnaroDrabalMatDrawn,:
8 FtharHeck
HfatmaTuM00Barrier
el Rack Dr, Dam
Storm water Management 0 Reck DoughnutInlet Prtection
a
nt
0 ctam[0aeDelemmn Basin 5eement Bernet outl /
0 Tempora,Inlet Riser Extension Q _tlim_nl Basin
sti am Bal_ sWm_nt Biala
O Channel Stabilizalian /� T �aSediment p
ent Tu
TtranHOPE
mprrstrand Crassint Iemt Flh ma
Runoff conveyance
® R,.Rcnd.koam
Gra9trugurnnet
o su/arary oraina
Stream Protection
® Bar. Gild
)(EY NOIES-
PRESRli MO PRa J FOSONO SoINOARY sae' a0R..ER,RES
PRESCRICMmPRa,ECJEOSMOwig,,.E7
© FARR. PR[ m RORARL
ODOOR. 0EN0E R. Rnux
EQ SOSR. MORT MRS MO BASES TO Br PRESS,. RIVO PRu7Ec1m
ROM uwDIAL uER
ROM
0007, R00!.IATMNM..,008 RAFFR
o��ORJ�o.at00E_R 0.m .0Ra.RwRRR,RJOf/0�
.�MR
© PRESER.E AND PRO.] EOSRIC MVO..
;y GRAPHIC SCALE
MEND
1.1103 Of PROEM, ornAvo
OSRIREED ARRA OD OR MERINO)
ROG( OLDER OAR (SEE REJur.,
z
J
CL
J
0
c
1-
z
0
U
1-
cW
Z
oEA CY
02i C7
z
o
0<
C
Lu CL
z
0
L
z
w
H
0
J U
z
z
O
LL
v
06 .
0 z >
z
W W
acce
ono
to 0
z2
Nvo
<
=J[[
0<0
PROJECT NO. 1,007
SCALE: 1,30'
DRAWN: HR
REVIEW: CE
C4.8
SHEET 36 0F d1

EROSION AND SEDIMENTA7I0N CONTROL LEGEND
Site Preparation Runoff Conveyance
® Lend eretmd ® �.ksiaie.k Dn A
�TnmtlinP ®` rca om-
• t • Pxel.
ire ur- 5v ele
OTempts ry Slope Orams
Storm water Management
© Droop Proem-rx
Sur%aoa StabIlzatlon
0 Dune Sand Fence e
®U Dun,Vr,-talon Piz !Aug
▪ ustcontal
,siun Cunt, Blank,
Tun Remtorument Mat
eipm
Id MulMinn• ykv
e nesei BonoVa,ttion
▪ -tennS Aall
Shrub, Vin:a n an Ground
O adding0
G
0
0 Temper, Inlet Riser ExtesLn
Stream Prated.
• EU
O Rn^J Stabilization
© oopm Dirk Proton.
O Baffle Grid
Sediment Control
QBlock1101 annc Danner
.caa®d Llrep InletPm®ctien
Fnbiic Drop Inlet Rioted,
0
Har,zre CID. end Miami MeiPr-teolion
® FlherSack
® Floating Turbidity Barrier
O Rckack FltarDeal
.Inlet Prtecton
O sea.. EiTi-r
Sediment .mer Outlet
0 Sediment Basin
0 en-rare_edinrenl Trap
CO
PUPS InIst FTube
hei
Flonulanv Floc Lop
GRAPHIC SCALE
1150
Legend
LAY IS L.- IMIRPBAhr-E
z
0
z
a
z w
o
a H
J
d J 0
J
O z z
ct
H o 0
Z LL
0 06 J
z 0z>
w J z
2 ww<
�J
a
z 0v~CC
,,,LL HDO
Lel O0
zm v)
0uJ v1U0
incm cr)ww
a LU
CC2 2�CC
wa 0a0
PROJECT NO. 19.0,
SCALE: 1"S0'
DRAWN: HR
REVIEW: CE
C4.9
SHEET 35 OF 42

reQ PLAN
SECTION A - A
a
m a2Essng REPxn ump4 AEA.. OF ANr REASSEM USED
NH. NECESSARY. WHEELS MALL BE CLEANED PRIOR ERMAN. MA
PUNS
_WAS
AT MALL RE DOM ON AN AREA STAD,an
SETRNDETNCE/EXITT IL
N r:
- GRADE
CROSS =RCN
TEMPORARY DIVERSION DITCH DETAIL
N. T.S.
a_ur ansr rn a<���Ar,[re ccxvt�AUu"�n[ easxv„sw,aetc
sn07 m ADDDAR
ANo ; -- pen.. OR ISM OF PRWP„ma, CR AMER
mo Ammo corm.
NASH OR REPLACE SOLFES AS NEEDED AND AS OREC.1
ME INSPECTOR. TIO SOLE El ENMANCE SHOULD If ••
salt ®x/
FRONT MDT
BO TOM OE DITCH
ROCK CHECK DAM DETAIL
N.T.S.
eeR° rRs n
4 MAW., 5 ACRE DRAINAGE AREA 70 TEMPORARY 01,ERSION,
PERSPECTIVE VIEW
alc3rv, sn A so O suPPoKi wIR[U-g
/ 1yj/�y�y'-
SEDIMENT BASIN DETAIL
N. T.S.
SEQUENCE OF CONSTRUCTION PHASE 1 SEQUENCE OF CONSTRUCTION PHASE 3
EVASOSE OF CONSTATROM ME SCOPE Of MIS PROJECT b I0 GRADS PAIL MO DRAIN NEW CHASSIS S.A. ,races
ACCESSBLE M WP T'ain AW NSTRRUCTP` nTE Eesc PER.er. mE me A� .ii nD` ror �r
TARSrce ON MR. ,Oro01wDSO£S,SO MN LOT AND SWAM, Of EWANs� )roA
ASTALLABON OF 1.97 BE _ TAE. 'MEAL., AS SHONA ON PO DMALS BEFORE mammas 70 AS NEXT MEM AREAS
Ou. rues
CANOE BE 7.1.7. LINO .S TO
0SEm
LAMM ArD ANODF/1E% _OMCP) , elaF
AND
CASA. Or.TE CA MOUTON (sewuex n.a DAWN MAR. NE. Ten PS. wxu' ADM ALMA..
Di
GRANNO GRADE Aro srvvdT DAMS AS REC.. As CRAM_ AMEE. DS CONTRA.. SAL. ILMAT r:ATER mar,
DSOS. AREAS TO ME NTARON BANNS
AND
H NMI
Er'
a "a "NSTALLABON RAC DRAIN (a aiS.M.. v`muff PROW.
LL. u W RE LETA. nan^Rour
AnllI ETEEMON )A.xs MAT NOW sn As smadr rdaea. srnce�E3 AND AMS Or DErdrav POND BONO.
IS VASS
eva
T �TTREP 8E $PENS SITCOM. 80 � MAWACAS
r eAc Aum rmvw.r awns= s m,Aur
A. CALL FOR AN ON-STE nav/EEDNO 0.0AMMON/P,ar ONO
Et DERMANATIOR CAN ORLY BE MOE BY HO LOCAL AROONA M.. MAMA SPECIALISTAroTRR rzHS OR N. S SENA.)
',SPECTOR ON 1NE AAA.. SET OF EROM. CONTROL ALA.
FREE TIT MINS OR MOMS, APPROVED NE11700 sw NON OF. L s B..0 rEausA AIL. SAC ON• A LEVEL AREA
Ar
AMNT/ BOR. CEnxo,T RUST RC SCALDONF. ADT NON An.. OR SET ASSE
PLAIN
. FEx1uER 11 A1D /Afar AD Tfordro
AS MOUNT PINITIPINT ADv ssmDc .,ALL az . ."TTED AT n,E eARLZ P+roar TAUS, REsm.DE DE CA00
' R. PRaMaC.RiXIEN/ vm Ta A5 Ali¢ a A� 4 I m " RusuxCs
Su., NOME Dr TmxnvADON non TO Nro AS APPRDRAA7
ROO. sosiDarrE OF STET. AND CROWN COND. NEM.. ANST CONNy. sirs ME ATE 75 PERIJANDELT STEWED AND ISE
SEQUENCE OF CONSTRUC7ION PHASE 2
PURPOSE Of CONS...., Da LOPE Of As PROJECT ,R 10 ORES PAYE AM ORAN N. CREW.roRATE AREA.1. PRE-COSSARIC11. SEER.
ADOMONAL
rrtE. (Ea CES sni ICSIDE
� CEO( D00l. AGR.vv `PE rzx ON ,s Of �v w SEEM
DE
OW. .19ANT eia T.d AND /RTT�rovlroms1 wv sxs .um awvs
FABRICINSIALLAS. OF STORY LIR. SYS. AND PLICER.7 OF NM) AWE.. AS EACH NMI S
AarA my TO BLOM AND GRAKL FLEE PRMECTDN DUD,D Arm.
a
9.
0a,N poyp 0 8Am rR Dsm Tea 4Pam sm70T`P`uay. D ssnv smuurPavD. A ns euxr T,rr nsTxa vavo sTvu a•
A. CALL FOR AN ON -SITE mNNEEm70 wmr REASSOND RI DECOINAn 1 7sc OUT A 7wnewr SEMMwr POND.
An0,aa N. m Nm swmWL9.
ASPECT. ON ME AMR.. SET OF SMSION COMA PIA.
OM MEN HAUL co'.
a nu OR CORMS BANN 70 THE ANAL ELEITAROX OR PRODUCT ON NE EPROM PLANS
OS SLOPES VEBER RINI J:1 AND IA DAYS TOR ALL OPER.
18 AS MOUE. PERINENT ASO ELPORARY SEM. SIALL SE COERCED AT RE EARLIEST POS.. RUE NYEREINS NE CROWE
COVER DIETABLE .S .LET.
SUBMIT MSC, Of »N 0.100 TO RODEO AS APPRO0RO IE
MOTS MAevDIWMrY a• SEDIMENT AND DD.av aavAa IAEAsavcs MUST COMMIE am DE ME is PERMzvwnr STAIMMED AND ME
CONTROLS ARE
PURPOSE OF CONSMUCRON. ME SCOPE OF MS PROJECT IS 10 SRA. PAVE AND DRAIN SEW CHASMS SR.. AREAL
AMER DEAR
Dca m , is ei02 (0-x/.D: a MOO ASSw/NN �ASC 1I IM O FEE
T7ri(E.cEAT� MEMD s1 ANY PEala.m COMM. A1RCADYD
771 fAlt-Arlay-71F SAL' 071: SAWEEVANIVAIT''OMENT Er "AM PRON.. AS EMI, "AM AST..
ERas2t3A`RE A AD.D
7.1 1/7/FA CONALEMA OF 121 CONZMON AIR.. AND AIMANENT ERMAN CONTROL wEASuRES ARE IN PLACE
B. PANNE MOMENT CRC.° COWER ..
RE SOX.
.aN.T xa»fr OFrDbervAnd (Nan ro NEMO ASAPIW0PDAa. SURFACE s/Aau;AmtNOTE MINEENAME CF SENSE. AND MOWN COSMO MOORES PAST WARNE UNTIL TIE SIT PERNEENRY
NOTE.
SEOIMENTA PON BASINS SKIMMERS, AND EMERGENCY
SPILLWAYS WERE DESIGNED USING THE
"SEDIMENTA TI0N BASIN DESIGN" AND "SCM W1TH
SKIMMER DEWATERING CALCULA7I0N" SPREADSHEETS
PRONGED BY NCDEO E&SC DOWNLOADS - DESIGN
CALCULATION SPREADSHEETS".
ON
SCHEDULE 40 PVC PfPE
pp„,, ourz r
EDIMEN7.4710N BASIN. SEE SUMMARY FOR
SEDIMENTATION BASDI SKIMMER
OUTLET DETAIL
ABLE ROCK PAD
TEMPa2ARYMWEIypR SUMMARY. PA WE 1 STARING
LRWL1 SANAOR ANA WOLFS! R51E(NBNE1 WW1, NITNNYRwH m(SIGIF
104
LI0
LRAM
melt
BAAL
1u 0111C
S.NI LORAT
LA
LSO
I -LAC
Lfii MAC
S IS A A11.
Ds1 uv
Lr vM
1111
xi▪ OD
Lli
TM 1
:w1
11101
2R01
2,01
1E01
1101
i/01
IIMRORIR0 MEMOS SMMMAR0- ABASE 1 GRAZING
MAL
rI pNWARAIEA10 tl OA
Lu mrOnAt
0201721 W7C11011 ATEA MOH AOTTO AYRVIM WEBS/
112 IFY A1r. . !An.
1RTT aS NOF Fr LAS.. IFlzm1 6r1 S.
01 .1$ WM 1tt 1LI
SCENAIS IATICW GASH SWAINARr-PRASS1 CLEARING
111w1(1Aw22AsA END East ro1T1s{ ANSEM1W.1
ANNIAN0I.1
R1v. Mmrny1GEAe.1r799
2.14
s1Mtermst I4INIowm1
vu1w.161 v1MMMVA1lwtl
MUM. NW. ape.
LTAiwATLNATM1 Nn1a
La
11
L1
LRAC
NE
i1�i 1C
01.14
SOO
OM
AM
NM
L.
W6
AS.
WO_
SW
ANNA;rBILTNAAir.
MO
ISM
_
1101
1
Soo
I l.31/LAf1.R2Rlr.
;5Mi.1.T;551Lr
NW TA
4s
MS
ISM _
MK
MOD
Ns
16
11OM
i35
TEL:
0Gm
•
raw
SON
A. A r.
A.ISA5.1.T4DLS
.2
MOO
- 3S
M.311
MT
SWOMITA1I0N KAM]I/YMARY.PXASF 1 GRADO M
1A9.11 DNA VS 2/81
Aa ULNA
I/ SWAT
TT TWAT
6104.31
AS LT
nA
R1. f WONYAMMN BOTTOM
OW
4N MS ASS
ITT11 xp w•
SW
SSW
NATO
MY. [TM SRN 9901.RMu{RG)RROVIO121 fv011R.[1t17
AGn13U7F8SA.
3r5. SO, AAW5EENFSS 1.
NI. SOP AA551114IAi1.
OLSEN
10IRAMIIN
iD
LD
91RL9AYIIV. NILWAT11H111 Na1M
1q.0 WET
311D
ISO 107T 34.14I19S2-
SWMRNTMNIN BASINS -WI MAIV-PHASE2 HIIW.
Lomas o1uNA61 F.T/AI nINN 1RLla21 I1e0.(1Dr93.n 1uM. rN1n NOM MOM F AASAMRw1RCN IDWI lcn WAS 1:Q1nm .
MSS .Aj 1411 N/A
SAL. I19w9 IS CA 200
ASS 1N.le N rA SOD _
rII1 ABW 5OD •
TAN s1MOT F. R9017
_ M 77f raou. 2605B
;5Sr1HA1Si. Nd1
cO
SO
LO
AR.
9OIT.
20 FL SA•L51ASE.
EROSION AND SEDIMENT CONTROL DETAILS
z
0
z
X
Lu
0
J 0
z
z
0
LL
v
05 -J
H U J
o z >
J z
W
atY
ccc
00
rn0
0
2
L.)0
Q W W
J C[
0<0
PROJECT NO. 10.007
SCALD NON,
DRAWN: HR
REVIEW: CE
C4.10
SHEET 36 OF d1

GROUND STABILIZATION AND MATER ALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specif-ical ions on this plan sheet will result in the construction
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 wi h 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 Stabilization 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
(6) High Quality Water
(HQW) tones
7
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, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Fa115 Lake Watershed
(e) Areas with slopes
flatter than 4:1
14
-7 days for perimeter dikes, SeraleS,
ditches, perimeter slopes and HQW lanes
-10 days for Fal IS Lake Watershed unleSS
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted t0 perm nent 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:
r_ Stabilization
• Temporary grass seed covered with straw or
other mulches and tarkilien
• Hydra Seed inp
• Poled erosion control products with or
wddmut temporary pass seed
• Appropriately applied straw or other mukh
• Plastic sheeting
Permanent Stabilization
• Permanent grass seed covered with straw w
other mulches and tac1illen
• 540040ule habrks such as permanent sou
reinforcement math ng
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• uniform and ewordedisnlbutedgroondmser
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining Ovals
• tollederosion control ducts with toss seed
POLYACRYLAMIDES {PAPAS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR tot of Approved TAMS/Fiacturan#,
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
11. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/FietcoMntr and in accordance with the manufacturer's instructions-
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof contalnars 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. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate costa iners and properly dispose as
hazardous waste (recycle when possible).
5- Remove leaking vehicles and Construction equ ipment from service until the problem
has been corrected.
6- Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recyding or disposal renter that handles these material5-
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 Pram 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 not drain di rectlyto a stems drain, stream or wetland.
5- Cover waste Container$ at the end of each workday and before Storrs events or
provide secondary containment. Repair or replace damaged waste containers.
5. Anchor all lightweight items in waste Containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
r:antainers Overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, dean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. DO net 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 altematives 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 silt fence or place
on a gravel pad and surround with sand bags.
2- Provide staking or anchoring of portable toilets during periods of highwinds or in high
foot baffle 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
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surtace waters unless It can be shown no other alternatives are reasonably
available.
2. Protect Stockpile with Silt fence installed along the 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 timefrarries provided on this sheet and In accordance
with the approved plan and any additional requirements. Solt stabilization Is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA Environmental 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 solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on ijBpefviouf fieffielaied 7ldial
lot perimeter silt fence. _
4, Install temporary Concrete washout$ per local require ids, selteez
alternate method or product is t0 he used, contact yoOslepprat0Pjv04fifies*/
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. f10 not use concrete washouts for dewatering or Storing defective curb or Sidewalk
sections. Stormwater 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 intet(s) closest to the washout which could receive
spills or overflow.
7. tektite washouts in an easily accessible area, an level ground avid install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
B- 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 Ranger 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 RODENTICIOES
1. Store and apply herbicides, pesticides and rodenticide5 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, stomnyater drains, gourd water
Or Surface water- If a Spill Occurs, clean area immediately;.
4. Do not stockpile these materials inane.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. PO netitgre halardou5 chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
W
Z
O
a
to
J
a
Lu
0
0
H
z CI
0z;
z z:
Lu 0 L.
z
-
NI J
ce
occia
Q, 2
av,n
z 0 a
Oz:E
N-1w
ce cc:
LuID
PROJECT NO. 19.0.
SCALE: NONE
DRAWN: HR
REVIEW: CE
C4a11

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-IN5PECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather ar site conditions would cause the safety of the inspection
personnel to be In jeopardy, the Inspection may be 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 ir.d, occurs outside of normal business hours, the self -inspection shall be
performed upon the COmmencement of the next business day- any time when inspections
were delayed shalt be noted in the Inspection Record.
amps ey
(nape.[ Wring normal
6udmss Mari}
Imperebn records n. induce:
C ,j
(llAaln sat,
nt1111 Eta/le
alnM n I
week
good Fl
dace
balk rainfall amount. •
I ate tally ran Ill.. rd.e:(.a[Inn. ora made darlrq ueeuena et
holiday poet(, and ry inrtidual day rainfall infet0.1 n Is
Mailable, retard the nwnubtha rain menurman[ ft. Mate un-
alnnolp 0..11 tans th...11 d.mrmane n a site creation Is
wewef aayr on whcb no mmfall occurred ,halt M read am
The mnmen may use anew rla.ahunlrorvig dwlc.
amomma by Ilcplv1bn.
121 MSC At Yeatenceper
Measures 1 calendh days
and we KM 2a
Mu rs Or a rain
weer 21.21,dl it
20 nours
1. idenuricadon of Om meaeva Inspntad,
2. One end time efche Impec[bn,
3. Haw d [he perpn wriermlry nhe lxpeer40,
4. Inif4tWen er whether the measures wen ere -rasing
paper.,
S. Description(( mahnenaee need, fee the mmsar e,
& Drsrlptlem Mder.a. and date d corrective actions view
(3].0,M...et At k.a[drae per
dlssha'a 1 calenderdays
outlall. Wits] and wJ Ion 2¢
sumo.a rain
mem a1.0 In.F
24 hours
1. iden[Ifkaom at C'edotlrmee outtalk insdae[nt,
2. eau end [Imcarlhc inspection,
.1 ?Famed Map.. performng dmimprcixn,
4. Eaidance or inelmtnr.nlnnrmaratrrp.&no.adrh a.pl
shaen,tloadng or ampenJed.ollds ordl.edotaeon,
5. I.d.ratlem of visible ..amen[ Iuvlrrg [hc ate,
a. pncdpt.,. lelor., and dared orxudwie actlen. whs.-
ta]pemYnct1 or At least yore per
site 1selud1t days
and within 20
ursof a rain
eNeer L.1 0lr,n sat
...yes
twire, sedlreentatbn is found oubldn skc Iliets,thee a read
M the fellowint 0411bem-ee-
1. Actions taken to dean up a rtabirae ME -sediment Mat has IM
thecae Ilndu.
2 0escnp[bryeWer[4, ink paned cwrnctly. ac[Ions u1ea, red
3. Aneappm,Nn as mo theletkhsratan minnmol rymdr.
1Nwsos,
(Sl S... of I All Wart ene•per
,..2a.d. cree. a ralaneae days
Of Mitre and retain 21
harem or arch
leees41Cl t 21.0 WA In
hours
ib] Or0ae4 .,e, 0;a Pl.I.--
.vhiliration Mgr -Mew
measures
Kth•Strewn . wetland has Mums. vldbxvde.anuslo. or
nr.re1 .1.:duromp rvr2wtylremaa.r¢n..n,pwn
sashay, ihma resealed fheielbwing shad be nude:
1. besc,letim.M,e madame and dates, ta c wrens and
1. Recants of the warred reportssd [he appropriate Oregon
Repal Of fare pat Part III.... C. Itempl• (2lf thlsPennl.
Ream.'
1. Tkepna.0 of eraeinglleasa.Ia[an of peeime 0 Ease
meanurr.1Ieath-Ram gmambbi.l, imtalLitiand,torn
Malmge 1114.He. completion or all Ind.d.t1ak21g
ncdsiry, ror¢[nctlonas redev&bp•nent, pemxnerd
orbs. rams).
2. Docaanentatbn that the remaked ground stabllratkn
uI.avebnmW . p(0WOW OWt4pulatl
mefryesam.e or rat assuramsre that limy will be wavered as
snap as presage.
NOTE- The rain inspection reset the required 7 calendar day inspection requirement.
PART III
SEtF.NSPECTION, RECORDREEPING AND REPORTING
SECTION R: RECORDKEEPING
1. E&SC Plan Documentation
The approved MSC plan as well as any approved deviation shall be kept on the Site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The fallowing Items pertaining to the MSC plan shall be kept on Ole and available for
Inspection at all times during normal business hours.
Rem to Document
Documentation Requirements
{a} Each E&5C meaavm bps been in1lalkd
and does not significantly deviate from the
Iocatkms, dimensions and relative eleval.ons
shown on the approved E&SC plan.
10041 and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
MSC measure shown on the apprMed E&5C
plan. Thb documentation Is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after Initial
inaLallahon.
{bl A phase of grading has been C0mpllted.
INllal and datoa copy of u.e approved MSC
plan or complete, date and sign an Inspection
report Co indkte compietlon of the
o24ltruetiun phase.
(c) Grpernd cpyeris heated and installed
in accordance wnh the approved E&SC
plan-
lnil41 and date a 00pye4 FF. aotamemd E&$C
plan orcamplete, demand sign an inspection
report to indldate COmplianee With 9 pOrovad
ground cover specif atibns.
(ti) The maintenance and repair
requirementsfor all MSC measures
have been performed.
Complete, date and sten an Inspection report.
[el Con -naive actions have been taken
to E&SC measures.
Initial and date a coppef the approved E&SC
pia. orwmplete, date and sign an inspection
report to indicate ale ca00e1ton Pf the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&5C 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
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the CerUf.COIe of Coverage, after It is received.
(Is) Records of inspections made during the previous twelve months. The permitter shall
record the required observations on the Inspection Record FOUR provided by the
Division Of 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 to provide equal access and utility as the hard -copy records.
3. Documentation to he Retained for Three Tears
All data used to complete the a-NOI and all inspection retards shall be maintained fora period
of flue. years after project completion and made available upon request f40 CFR 121.111
PART II, SECTION G, ITEM {4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive 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 circumstances in which 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:
(a1
(b)
Ice
(di
(el
(n
The E&SC plan authority has been provided with documentation of the nos.surface withdrawal and the specific time periods or conditions In which it will occur. The nonaurtace withdrawal
shall not commence until the E&5C plan authority has approved these items,
The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(0 and (d) of this permit,
Dewate1ng discharges are treated with controls to minimise discharges of pollutants from 5t0rrme0ter that is removed from the sediment basin- E.ample.5 of appropriate whereto Include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
Vegetated, upland areas of the sites or a property designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in (tent (c) anus.
Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
Sediment removed from the dewatering treatment devices described in Item Id above is disposed of In a manner that does not cause deposition of sediment into waters of the United States.
PARTIII
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) visible sediment deposition in a stream or wetland.
(b) 011 spills if:
• They are 25 gallons or more,
• 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 100feet of surface waters (regardless of volume].
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CPR 117.3(or section 102 of CERCLA
IRef: 40 CFR 302-0 or G.S. 1A3-215.35-
(d} Anticipated bypasses and unanticipated bypasses.
(e( Noncompliance with the conditions of this permit that may endanger health or the
enyir0nment.
2. Reporting Time(rames and Other Requirements
After a permirtee becomes aware of an occurrence that must be reported, he shall contact
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
reported to the Department's Environmental Emergency Center personnel at (&00}
R5&03fi8-
Oeanlrcnce
Repatlegnmehames/Atter D1.on.eny:1 and Other Requirements
la) Vbible se4imemll
deposition Ina
steam or wetland
• Were&24 hours. an oral or electronic notification.
• WVOM1ln 7 calendar days, a report chat contains a description 0f the
sediment and actions taten to address the rouse of the deposition.
Division staff may waive the requirement los a written report on a
se -by -case basis.
• If OW Stream is named en the NC 105,tsll 11n as Impaired ins wdlment•
Waal ruse., the remitter mar befequked to penlllm arhli0gnal
monitan ley, lenpeellent or godly more stdngenl peutleea R stiff
determine that additional requlmment. Ore needed to assureeempllan[e
with lye fedora. 3e state Impaired -waters cdnditinns.
16}0l1 spills and
release of
Mtardgw
substances per Item
1)b)i0above
• Within/Wham, an Oral or *WPM,* nota4ation. The motif at102
she. include e.lormrton about the 401e, time, ...re,. ,riMmit ono
location of the spill er release.
lc) And0peled
bypasses [IO CFR
122.11{mll3tl
• A'Vpr10r lean reel days 0efOre the dare of she Oppose, 7f pie.
The ragas shall iMklde an Ml W Sion Of the anticipated quality and
effect of the bypass.
1d1 Unanticipated
Pecasaes [40 CFR
122.41{m11311
let Noncontpaynca
withthe conditions
of mIs permit that
may endanger
health qm the
enuironrnentlio
CFR 122.41[I]I71[
• {Min Sit hours, an oral 0r electronic notification.
• Wr16ln?onies der days, a report that Includes. evaluation of the
quality and epees olthe bypass.
• WW el&24 boom en oral or electronic notification.
• Within 7 eolerader dpys, a report that contains a description of On
nerwormplianee. and its reuses; the. period el n0nrdmplianCe,
Including exact dales and times, and it the noncompliance has net
been corrected, the anticipated time noncomplia nee is expected to
CO3linue; and steps vken ye planner to reduce, etiminale, and
prevent reoccurrence of the nooavmplranre- [10 CFR 122A1(11[d1-
• Divaien staff may waive thefegviremen. far a witten report Dna
Las..6rtwee oasts.
h' ,...nil. NORTH CAROLINA
• SR Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
•
Z
0
Z
X
Lu
O
J
H Z
z
0
U
w
Lu
.J
0 z Z
w
a-w
0
- 0
IJ 0 O
Lin Z
N U O
QLu"iw
H
0<0
PROJECT NO. 10.007
SCALE: NONC
DRAWN: He.
REVIEW: CE
C4.12
SHEET ' 0F 41

,_0•• Z,..%-0's",_,•
;. ,
I I
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
200 OFFICE PARK DRIVE SUITE 215 8112, \ IINGHAIA AL^,PANIA 35223 0:(205)423-5C92
CAPRINE ENGINEERING, PLLC NORTH CA ROL!, REG.tP-162V
'
'
•
POST BAND
„„.. ,,,,,, „.,„ ,.:.
n /„
„I'
:••
. s., y sy,.
'" ' '4
„
6.
O. li
14VA441'
I
„, „„
1
Sr MDEV" 3 0.
i PROF7LE
t
•
Willit&
Oougtnleirtgtigone
I ,,,,,,,v,Es,,,",,..
,l-w-s,o,,„,ff" ...
7 'GA BOTTOM TENS. IP E
ELM 5CURB SCUPPER AT SAND F7L7ER DETAIL
..
.
,
u -
SWIW
\
7, ° 6" ,
',T1';WEEM,AeLENT,EE. ..
1'
2.-s.
,nnpituclinal Section
•.•::, •
•
A 4
h,,g
„„
::::
,•—„ --
_„'
4...I.* X "ztrrrt-Veg
,I
1,-•1 r I•gr,m,
.
CONCRE7E SLOPE MED HEADWAU.
'I -'-'I
LArrirsgrr PIA, AND COVER (24.
4 C'{'Ita-FV.9g
Earthen
,YAWEIE
nr.T.1
.:
&VS
Trpe nu, IPPIni fri4CA, MAFIA
1,,,,
--- 44.4#111 „ - . Pion
Mar. BM.
Z.:TT'.
=
6' CHAIN LINK FENCE DM&
rp,
N.T.S.
•--'
'VA
SIGLP
IMPLL
masons
—
-`="
lt:t
5,ESZEr, --
,,,
V•Altv.I.,
Finished Grade
TI--,s,--1411%ituip,
Profile Top of Pyrn't
..
,-•
,...
r-.. ..-,
*-+.
,-,
,
ToeDredil
e,
—,-,I,77N,0,L„7E`T,
ee--AAPM
yVM1Pee..0MS.
..A-P6E-.
PLAN
N7,,FL.REB„TATMAS
..I
lIyYIeee.IiTIMVi
fV,P1re.oYT2f1
c,:pigr —
ALILNCTTEHD
PA,CTCHOY,
FATS,URTOLOLNSU
..
EUMPIPP
OUTSIDE SPAN
E„.D
TBt. EaB
V,EC,RO,EMDPA
.r./•
'0'N'•
IM!.VyTff
OPLfTI.fPT.I..AA.XT
2
ISeir
I.L
.END'DE
23
M.Ae•. .
111,
_game
i•
SSaTAy35,o
fioft1
r'Slr',7:
4
,
..
. .
.
. .
. .
.
=gr•bea.MMIZWM
aff
e.-. . ' .1.apli
mm..•
Lena
”.fiil ,
.. '
4
1
, t
C 2
NM
MOP AM MP PPP
IS SIPPOPIPIX.20143. Ole.
•
. !IIMEMMIHNI
7,7,-,g7,,s2mg, -1
.??.=-
= —
.„
:IMR''" '''`
CV IIE PPE
°"10%."12:1=E=
mrg^,7„mwags
POURED IN PLACE 11,H
viii
,
FULL DEPTH
6,2,P6,0
,
AVSIDC AND 0, OR 6" CON,
'
FL, DEP,
,
= =
O O
•
HOLE
24
'A" ' '2- a"A-"'
.
SACS, ALL
COMPACT.
STON„ACI,„(
;
\r
O O
2 Z4a5=7;0A1
ASO
44
AROUND
ooritig
ALL AROUND
e
ei
,,,
. CURB & GUTTER. fl
,
COVERED W/
covERED ,,/
''''s
1 1111
--
tsar
,',!, INLE T FRAME & GRATE SHALL BE , .,,,-
WALLS' (T19. )
4014011141%
t•
IM, dillilli
_ Immmm
EAST JORDAN IRON WORKS V-5636' .1
AA°F.AZZIO/
''''',:.' ' ' .
illtMegifiliNkiti.
•
rrlarrZsgr. ,,,F,SEFO"
TYPICAL SECPON
m.e.s.w.r.r.i.•.• i.
AP"
ryp, SQUARE FLAT GRA7E INLET PLAN
,CTION.
7 L"
ii,...**,,,,-.-.,:*„.0...*."..
Pc.ST-';„',, y PACTED STONE
rcTg,P,L2;
Er:EYsi: I) CONTRACTOR TO fOR.N CONTIN,OUS CONCRETE P,IVERTS. AND BENCHES
BETWEEN INLETS AND OUTLETS INTH SMOOTH (ONO RADIUS ARCS
STANDARD 24 CURB
END ELEVATION
fRVVN SFNION
OPEN 7NROAT
5.7041,7BAS,
TYPICAL SEC770N , CONTRACTOR SlAA, ALIGN PRATE IV/ FLOW „ WAFFIC OR CL,,,,
LINE SO AS TO BE AESTHETICALLV PLEASING 70 THE EYE
de CU77ER DETAIL
N.TS.
CCNCREIE HEADWALL
DETAIL
- ANGLE
PPE
INLET
, CONTRACTOR 70 FORM CONTINUOUS' CONCRETE
DETAIL INVERTS AND BENCHES BETWEEN INLE, AND
STANDARD
'.'i aCSK'T XEStilir=EZA7U"A'"'
GRA7E INLET DETAIL
CONSTRUCTION DETAILS
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
PO.
N.T.S.
2) 010,0, BOXES ARE NOT PERMITTED
N.T.S.
sl.:IFErrs
4' -
1.,...7fimpriTariespziersal
,.
ii-
insi
-R.I.L.
torm........n.,.....,,,,_
....,,..,
r grz,
''''''Ealmannisga
i
,
ill
toil
- •
. ---
-Num
I !
iTY,T,
1.-TY,
I, We
4,
Li
-1,:r.ogranq
-
T,,... 2
CONTRACTOR MAY USE SHORT SEC,
„,„ ,,,,ry „ „„
,
—
—
— —
— 1•-••
—
!PT
—
PPe
—
P-0.
.
2 NEER HOLE
/,/,A, 4,3
-2.
••------••••
(MOMS PER
] 11.1130.131.E IM
SECTON D-0
'arHOLE
I
SEC770N C-C
STEPS REOUIRED .£,
CM.
I. IV
M
I Al
131
4.
ICO.C. IF THE ea% ENCEFOS
.1.-, DEEP (PLACE ON WALL
,.N
i'l • .5"
'
rare
4-
reruran,lr,,,S•4=gf=c,
Ep'p,1.
ogiw,..„
MRMEISMF
-
t'.
,,
DE
W..
of
PIPE PM 3IEPTLPL 111•31191219..
WO. 911.11
PPE
C.119019 POPINIENT ON
COM. TO ME MICA OMEIR Of
FIA.H SURFACE 70 CONFORM TO
03U7S;PC)4 [MAK " O
,_.g VARIE
111 EE
perOmom
HE
74
I 111
MEMFA---e.,
a
n
-n
R--,.
aBlillai
'
OWSOF SPA .5.-
RV.' SURFACE TO CONFORM 70
,,,,,,
3
mak
12
muNiMilanh
•,
Q
,
e3
CROSS SLOPE , 51DEWAL, ,
ADJACENT SURFACE AREA.
,
42r05ii
sA„ ,
_
=sme-6.
, .2
4
!
nEk.
1l11i1
1 i
.
,
S
EEePr
NOCLIRS AND SUTTER On, BERAID FOR IMTHIN LIMITS Of MILI.VA,
PROJECT NO. 1.P.0,
...,
-
,L.,,,
;',,,7° gm,' -4
,11,-T.„ HWIXPHI%POELE)
SCALD NONE
1_ -
-E
r...k.
•
,.110TNOLIT
PIPE) IN
•
,
El
DRAWN: HB I REVIEW: CE
NT,
...-,
MetWE
Ihniew
N PLAN
C5.0
SHE, . OF .
END ELEVATION
OVAL DOUBLE PPE
CROSS SFCTION
SEC170N A -A SECnON B-13 WINGED CURB INLET DETAIL
CONCREIE HEADWUL -
N.I.S
N.T.S.

E aE BROAD CR GO s eo Erz
36 n 3aes0 q Iel.lwo<all„,,, ylatpe
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
JJ
roD; 3Esc.O n: n n r
\
�j ®/411
��� �
�0�
l..
,OP 3>eo
Isnurnw[ tw.�e.w
GLEANS, SRN, BE
H 40 PVC.
Mlifilligaill
®���c
r
1/ illilkPVC
J
0,0 CLEANS,
EMN, WITH
xreEry 4 rscs
SAND Eii TER eEo
°sx
mr 3veon AGO
2. Mr floaln• Boa.
r2�
0 30H!
20
;�rocri o- wxaMnwndNa a.w
b
■
i.n l.11 Drawn MN..
Itilia�� 1p 7°vmv A� NTOP.3AO.
\ it _
\\ 5 5
�� fn-aw cu�)o
i.,
TOP.3A330 3T5 WALL
EOREPAY.
1z P ATMOSPHEREEN ]0
95
,OP.3>5so
»wu�.acn�.�wn...�d zuem nre
C, 9co LFMWe ry0..1•Ts k0t0 od
�z rww .yen. ow
K.deawMdfa.se
NL Namara! ODEON, L 522_6 Rd
1`FaI
aa
s•,,,z , ,rv,Ea
■
DES, O"na a.. Row 95 N
�vinrxnn�n.e lep 9a I,
34e �'„ :�
t..
SCUPPERiaOW IN,
TOPS<sC0
,2
ELATES � reUU,., A
SANDI SCA A
s OE V H
„„„
OP3,00 NkKp� N.�� -942O2.1 Ills
"°�"•••• MON. Im
n,,,,xx•.no e . Ier
RCP
A
_ _ — \
I - ` 11 Wt..I d f.ra Sbuuun-wa.elAer .ILd6f0.
TMae.rn..rwp..Mmr ae4eam in.
EO L JsNOTE a. 'cF EL Loa SM
\1 \`\
sw✓o rnTE,e NOTES.
l l
ct-3Eas0
E0A SHALL BE CLEAN. WA ED. COURSE
i.�n. elfeav
Woo WFll3R IN
N
o
l 1
✓JJl '
u Dr,
_
5
AOL WATER ovs�ry oESTO veivuE Ee - cr:Ence wEm
P OREN TO Y
7
ERAS BE LESS rnnN euu nvc o
DIAMETRN SAND SUCH AS AST
ER
5E (Aa's° a MNvcPERFORATED PIPE
Nanwu.A.!, 1wid NN.r. .11Ouekre nil NOT IN noNoN i 0ue'WU Oa emMON•
\
/T 1 , \
c
P
veL eox Ncoo, raM sravE ATMOSPHERE
�
c
AROUNDL
/ eav BAty i Eo
til
, o
�.
L=0,50 STEPS r2 ON CENTER
_THE
ORATE, LATERAL PEP,RATONS SHALL
1
la
pL�L�y�fyq� L�/
SAND F70 A
Ea,Ere E
3.�
�.,re
eir
F SPE
Eo�E,o
e.o•„
.SCILE
✓' {vii
.,,Ep, �,�,�re.,o� oE�oEo3>�c ER,Ere
x -e'r
S DEAN SroNE
-
ec Fnarmr
oINETHE NOTES: v,�.>,�,NC THE STORMMATER CON,reer <mOROLNO ,e THE MANTENANCE PLAN
E PROPER, ONER
THE WALLS AND SLAB RE�NEOPCNC STEEL AND
ALL AS A MAXIMUM ALTHOUGH ACTUAL DESIGN
ry
'TEE, O,reECT,UN UE ,,,E TOwn UE U„TNEre
2. ,reE TOWN of Arvo ,reE�a
assauS reAVE ,reE Pmm ,o ACCESS THE STORMWATER CONTROL FOR INSPECTIONS OR
30
,., a-,�P.> _ :- -. ,.. .: ;. _
--' - Puu PIPE ® -
BUILD SECTIONS MAY ALLOW ER THIPPEa
THEN, SECLONS BE
12,
AST„Ea
MAINTENANCE AS NEaSSAaT. OE aEo:.MEO Pa�Oa ,o TreE E�NAL PLAT Oa CEanT�CATE OT OCCOEANCY.
3 ,reE ENarvEEa S CEO,reTCn reO.N of coMP�,TON Mu_
,reE STOreM ,Ere cU,,;, TS ,O UE „,2,Uno TO E,.SU„E „ s EO,�..C,To,„NO AS UESTIEc ANO ELS FULL OES,ON vmOn,<
PRIOR ,O THE ISSUANCE OF THE E AL CERTIFICATE OF OC nNCr
E,E ff,e. i W, A2,EO .., .W,
AMT-ELO,A„Oa SECIIQN A —A UAOAEw AND
a L AaWN
SECWON
TI- L BE RESPONSIBLE FOR
aE cO. MMMO ANTI -FLOTATION O,LCULA,TOWs.
�.�,
SAND ALTER S7EP DETAIL
CONTRACTOR
UTRMINCNS
mTO SAND ,TER SPAS
NOT BE ALLOWED.
N. T.S.
Okl1N Wall., CWNIRx
6
\
\
611111C11.114.O �rOr.
CONSTRUCTION DETAILS - SAND FILTER 1
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
iftilleriarillichk \\\\ '\
'.\
\
mTn SCrecw Tvx Gvs MGS .ranl
TOP 3e5so z� T TOP 3e5so Sad nin.ramekn[m ]CtSO
w !'["'! fll.yw� 161-A
1 mGwme�r.r�w 11tftl
_
\ \\v0 rco P\UT eca E
anal ,
,�3— \��
11111111
STEPS r2 ON CENTER
HYA
EEverz'''''' A,EHc HTFORE,
roP. zsss0
IIWIALULIThIna
Anew .•I 0.19
\�rz
jATMOSPHEREOOO
1,11.111
5 INDE CURB
(SEESHEET
N
>' SrN ao PVc
POE oo.Sz OS)
seO
F6L'E aos e..1UR,m•wtw mk
'ac OUTS T µeW.. C..5w 9'N. apo ZIl0.W ON.
FORE/NY,',.� T�. \PPP
.,
\it.
I
IS- RCP INLET
P () 5
33 3Ts Mau
SAND FILTER BED
llrfeP J ' n+ Wmdne 1 0-50
55,
55sc See✓ OaittofWI- !C RAN
/ 5.anaRed F r.arn.YwE 92 ea
V �:.
i
A
C
a
)1SE CONCRETE LET eos A .«. N en r
auT�wv
\ 0� \
III
1 •recv IISPIld ureloOwaxd.lae AiS i[
43.e
ilaa III �. \Itpp�, `Pon
Fl[I£R 9E0
��W.Mnn'e.w
5 Re �z� re2cua)o aso n• ....34feMr.• lepll WADI
TOP.3zs.so WIDE
'2 rnEsf.,. TOP_3555c NJarylypyaq-INCdlrr vfnJa W
(now a)
Mae` \
\� ..\\
BROAD
1 \0 WIDE
Ap�LO9044)OR
SAID R�7 TINE F BOTTOM t �T
1: 1 L
Goan.-e MOM* RN
USE�`7.0
L"Oai FL STEEL ,5 P,PE
FLOW
n 3ss.Ts 19.1210"----
roam
\ a'
�g I �ON
\
reE,C,CATES;� ac'� .. xe..onoo e.
OUILfT PLA7E DETAIL wrw awr I�
od \
1ROSSO Eiol
s 1
Eo SEE
T. S. reta iF,..w. Wlldr-Maul 'WACO
L k
i/
\
s.ca sa Ts 9r
va
SAND FILTER NOTES.N
.a �
�f)jI/� mEiigT�Erz wnuse nv
...ea.....,,..._
II
-+n 3
SCu E', AD4 WATER aunt c'Es,E 11 36,2
_ (FLOW IH)✓ccsw MIME ELEV.
E'.e'cavcaETE
/1
'P 3
ans -
PASSE, SHALL BE LESS THAN zMu Avc DIAMETER
z
SONola
ar
3. one... «ano•.5• v. .a.yea36 a
w.W Y[om err,n 9L 4lln
Su SaM NMee.neMHNOON A lleFhe ee We..1k/e...1
I\\NCO,
r
PERPSHALL BE IDED D THE
ni[rePmiuon [aonrvi
l..
\� V I
c ,aA� ea
�FOREea
SW STONE
TOP a s.
BAPioatro5[w[s avN� ROW rcxry
/,4es errs cn ne
enre cnLvnNizEO
�Erz T
k
OUTS ARE acs „„ AT „s „ END of PIPE
/
sANcE f
S
M
Tc TreE msntuTrov c'E TreE SnNc Tt<TEa
SCALE- NONC
`
1
_ _ -.-
NFairy "
c�`L
GENERAL NOTES.
r ,reE THE TO T,
�''
•
-"- - -'
WALLS AND SLAB REINFORONO STEEL AND WALL SECLON
THE DETAILS SHOW IS THICK FOR ALL AS A MAXIMUM
ALTHOUGH ACTUAL DESIGN B�OrtOo SECTIONS MAY
]t
DRAWN: MO REVIEW:CE
C5.1
SHEET 40 OF 4]
PROPER, crvn-<'a is arsvaysetE FOR M AINTAININC 57OPMWATEa CON, S AmoarnN, MAINTENANCE PLAN
ANv OTreccnON OE ,nE Town OE etTTNErz.
2. TOWN of NEF ANO THEIR A SSLrvs HAVE THE RiOHT To ACCESS THE STORMWATER CONTROL FOR iNSPECnoNS OR
-- IAA _ _.... ...
�� "' u
FOR ,reiNNER ffc,iONs INNER Ycnays eE
ALLOWED. THE CONTRACTOR SHALL BE RESPMSOL[ FOR
A � A
P.,, ,
MAINTENANCE AS
MANTENANCE AS NECCSSARY, of COMPLEnoN INu BE REo✓p+Eo PRioR To ME nNAL PLAT oR cERnnCATE oT occcPANCv.
,TOMNO AS OEST�EO Arco reA5 FULL OESTCM YmOME
r2.rp iNTECrzA .�gypp
EO„„, ��� ° = l�€YH YHY€I�Y�Y€Y€I��YEGE`
LroLLAre ANL&L AreU SfcnoN A —A .:.
RE roNnRMiNc ANn ELOTAnpN CALCULATIONS
nu_OxEO °,�,nOC T,A,U u,� E,L,Ere M,A,3 NOT BE
�FIL7ABIN
ore ,O THE s A cE , E E AL �re,re,UTE UE OCCUPANCY,TRACTOR N. T.S. ,5 TO
n=355,s
SAND ALTER S7EP DETAIL
N.T.S.

TOeESTEA a �,�">`s`o'� `H`����
A OW*.loto... u4uiva
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
s o
Mt: 01 WNW
MM.. 4N Man Unaa
CATES MIN
STEPS 1.2. AN CENTER
oP”OS'H To
ATMOSPHERE
m a.
Sw Htta Rim Fkwnm
Wel
111441111,4411111111491411111411111
SC,,,,, (2EGw m)'
EEO
.NI]nl^[nr.iwnoly wRm]W aw.w
Dov SSTs
y^hn4eNslw�i
an
saw ENODE w V •
SwPv
IPEaNAOT =+ALL RE > sn+ <
�GEA aEALDH,oO
x7TH SN,Ew „
v''[
SAND FILTER
Sx`S
aim. _
-CM
se
inifi
\� ( w )as
wTE
Fr ss
Tse rsAO,ESFSva[u�cE`
Mt. wr 5.511�.�ISOm]
Sxro^Cf+.Masw•]G in
]bgn
iv 1 1 Env ear
HEIGHT
—�
I-^'
L J
AxA roNceETE OHT�ET Rox
xx NL wemeueFnLYurc.mw al: of
TOP 5T 5G 'n h
ti ,A^n�
AAn
_
Tov SST SO
[R Loan. M Mx 14
r ex
ji'
-
A
- - - \
se a PE Hw DS.r
�qo yeµ. ,. PIPE HwGSD ..xn Pang in
SAND RL i LIN£ D r '=�'P'CREs�, .am.�.mug �.n
7: f SCALE v ° TS,,,E "'� awemn
ea
27-1.17611 en
DESIGN -BUILD
1a]x
ID ®�
T55 eA
SEE NOTE a. S _ xx pt m •um.sc
L [o uAW a.
•
"Mg-top \
V
AOs wATER „„„ „„, vxuME ELEu. „,„ _,-
O�],Wontu.•MMw
xv Nro fine•wturc
MOWWeida ell fonr•Y ]xvnm a
SNty R]nrc al Dane. way@
T \\.,� �
�
BACKFILLC AE OR
aGSAND
���
_ FOREBAv
O
STEPS tr ON CENTER TOO Eta
.sa z
T TONE
TOP OF GRAVEL
= 3
- ''*
r ��
SAND FINDER MEDIA SHALL .
STM C33. THE SAND
PARTICLES SHALL BE LEMASONRY SAND SUCH SS ATHAN ,wM AVG. DIAMETER
a_ �"�E`SP�" o Asn�;o M� �F°�oHR` o`�°o"E
Sun MRerm 510.1}1.36 M
w.uxAw]ry. rr amm m•MMMnp�ietl
f • LEM Mix rrLLlMalM•. W[WIL b. arca.,
g,"
PERFORATIONS
ATE SHALL P NDED AROUND THE
DiAMETER GP THE PiPE AND THE PEREORPTiONS SHALL
f e�� E'o
p qyp� �q
SAIDSCALE E D
,a er ��N 57�E
I - - - - - - -
so muE,.
THE ENT?, LENGTH OP THE w FOR
OUTS RUTS. REHH„DERPERFORATIONS A"Nmna "EACH END `OF PIPE
P
�.M1„
1: 2
g
3 CONTRACTOR TO CONSULT MTH PROLE, ENGINEER PRIOR
• AVM Val
- - _ -�
DO THE INSTALLATION OF THE San FNDER
WALLS AND nAB SHALL BE POURED
"<"
GENERAL NODES
NC THE noRMwATER CONTROL ACCOPONA TO THE MAINTENANCE PLAN
P OU
_��_• -PAC .T.S ,w ��u
OT
S£CAAN A
.,I. -IN -PLACE
Ana, HAVE DHE RICHT DO ACCESS THE STGFMWA TER CONTROL FOR INSPECTIONS OR
—A
ALLAR L AROUND
N
CONTRACTOR
MAINTENANCE AS NECCSSAR,
AESIA
PRIOR DG THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 'ILA AE AESIGNEA A ANHAS FALL N NmUME5.
N.T.S.
FOR
RMIES °RANG �n7NG INTO SAND FILER SHALL NGD RE
CLEW.'
ALTER STEP DETAIL
LGNED
N.T.S.
t Okulalme
.11MInar'N,3
.
� IT 4 Riow Ea) R<P..iST.GG ss >
w r PIPED^ PVC T0, Te7.00
PIPCP
q
IVA III
�--
^C
^
am:
Ir
CONSTRUCTION DETAILS - SAND FILTER 2
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
10
\
ri ` . `
>1 \\ \
I
GATE
HEIw
STEP
ON rrsW
AA
TOP ssica
FCRETOP OAY.
TO
ATMOSPHERE
TTs WALL
sss
n
^
0
`H
Pvc �ctuco riEnna✓rFSS A
wnH gUi Tr' GAMS TOGS .I
.WraEN
ll a n6`w`q[���Pon NSW
ActaaAw.�furw wre[uM .14
16LoanJ a ssczs m uxt]'+.1tlrL Nr]saiF�� WWI otf
rMb]faNltl]nt•1n 0.Ru
ta[r[Dryrc So] • 54 3-A
y��� y \ i1
F64EBAY
■�
��
L ss ao AT aI LET
am r..Oka.•Van m .r
aes r�.yn•R as M1
Cara Or kronur.. la .,e.....
(
A
A M1.®..
` ""' m.
� \
�J�1
a]a.nmar•I
1.ay.w.W..,�,.„e r,�.�
1 FlLIER BED
�1v • CONNECT CURB TO '
�r
_
3sTOo ,L T T R °�ro�T Au
� EE
1:7 L
Tn. ES,.AA aa• .z� ,�
W.Rna „net- >.5m
v
.'t3
STED WE,
°E
S
ES6 yA
TOP
ARIA
Whinier! ..n..11..•• ._ _.
DD ,mace«.
rnws+ n
EL=3.
i-T, wa.•wRn. m�sm er
;, 5> v
l.i
>w
CURB oo
r-
A P
s
SAND FTITER OTC
\ • �`, 3 y �G I
{ \
cuPVERm6Nory ADJ. WADER GU Aury CESICN wLADE .55
OPEN TOP
... r:
PARTICLES STALL BE LESS THAN 2M41 Aw DIAMETER
Sr (uilvAMs
,, ...ma IXL11511 I,
Coln C I
f.mm]nd:AAlNer r.]tl1lonWnwlN'iwSirh ~red w.l xoror�e
a•`
SUBGRADE BY
FORERAY
ON
_
PERFORATIONS SHALL BE G WDED AROUND THE
p IHE PERFORATIONS SHALL
w FOR
THE ENTIRE LENGTH OF E DRAINING LATERAL
eAR wL'A'aig
�RA�
n Sas oo
STEPS ,E AN CENTER
_ =- G
'174REGOIRED ;CAL„
1
p
SANDY L J
L
20
ON wGYEN
FABRIC
A;E�';.
RONS END O`R PRIG
3 CONTRACTOR TO CONSULT MTH PROJECT
TO THE OF THE SAND FILTER.
PROJECT NO. 1R.007
a es a TIN no
INSTALLATION
SCALE- NONE
+
CONCRETE. ME CONTRACTOR SHALL DESITN e,ntD THE
NF(Aimr
cE`L
GENERAL NODES. AINTaNINc THE noRMwATER cONDROL AmoRAINc TO THE MAINTENANCE PLAN
z ,F
,„„ ANA nne REINEARCINA STEEL ANA rvALL SECTION.
THE DETAILS SHOW IT" SICK FOR ALL AS A MAXIMUM
((�� (�
DRAWN: NJO REVIEW:CE
SHEET . OF .
A SSLrvs HAVE THE RICHT DG ACCESS THE STGRMWATER CONTROL FOR INSPECTIONS OR
"1. '�` " RCP WDLET
uD
ALLOWED. THE CONTRACTOR SHALL BE RE9.0NSIBLE FOR
MAINTENANCE AS NECESSAR,
,IawNA AS DESINNED AND HAS FALL DESK NmOME
TA THE THE
.� ...
- SECAQN A —A FL-EERLE
COLLAR ALL AROUND
RE COIw'IR.,,, ANTI FLOTATION ,,,,ATIONs
5 WEEP DRAM, INTO SANG FILTER SHALL NOT BE
ALLOWED.
�FICONL7
PRIOR ,SS,AI Of EWAL CERTH,CATE OP OCCUPANCY. ,RaCTGa
N. T.S.
SAND ALTER STEP DETAIL
N.T.S.

` ce smm
A
A
Vil CAPRINE
PLANNING • CIVIL ENGINEERING • CONSULTING
2000FFICE PARK DRIVE SUITE 215 BIR,lIINGH,AIA.AL'P,1MA 35223 0:(205)423-5C82
CAPRINE ENGINEERING, PLLC NORTH CA ROLI,A REG.jP-162V
NTT `"""
ry
c OA. POO sP ,„rvE
,.-
CI CI
_�STONE
cc nAHEs
,cx,c solo. w<srec:,xv„
olr
00
STEP, Pcn�
=lie
dilldtltlMp
p
:
ll 11:
Lilt-
o
°
•r�.���
-
ore
rem,(
IF—/
- SEDIMENT FENCE
r -.,.�- 6
L
J,E
::...
r_
re. "'c' -3a
*TALL CONCRETE WASHOUT PT M LOCA.., SHOW ON PLANS
VAS
'c
—�
..............
NIR soc,o
`4m. a.,,.„.,_d e..p...,�.e �o _.a.e.>�
z FA P., TO *PCR.. C.. FV7 oP SHO .HN w, sHFET ANC,aa
„,„, NEo
NeeTaw+
A`�
VAi
_
E
�PiPM�rv„ EEMAINTENACE EALL < uT 1s sEDEIENT
AS NECESSAF, TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT✓
d, ...ES' s,cry — — oB STAKES „ yr o PErvrvm
wC
TEaE P ,H woes. ,F FLL,ok, 155.o..
sepoLvrs comp,s7a, poop vs V e *EEL
PLAN
A
VIEW
PLAN
VIEW
AREA To
NIRE ONES H
CONCRETE x,eEH
o c,offe THAN .sB To DRAWS.
,NiE;isTuRBED
OR SURFACE A1YAS4OUT
r
s.N,Y
x, enreE nreEns nreeurvo THE naaaoPaiATF,v snei,izF
LW
2:1 s OPE ,
rithMkE
CGNCRETEW PIT DETAIL
Al T S.
PO* sorer
nA 70 E . s. Los* ,o NErT . oR s ABa,n N°*C u,,
STAKE E �iNc�.Samc ,o NExT
FOR sTA6LUry
Nu H,.
T.����
T
oo
ore F
s /n s .,Fo E
c
B 1
Y.
EE
PT n ,
nEO„swop
NE
�
ut
F7P*4 '�`FEFI,.
L � i
1 � 1'■ ■.
Ass u_A
cE , A ss
°
Jza
R--••
x'
are c
5
•<, EIErv;�Ere
.
wrex IX
r • scrvEo srcNE
szE
,
,2
��.
1 T`/
—
,
i
m, ..
/ m
I
rnN
�F
LI
svcnnN A —A
SECTION
A —A
SEDIMENT BARRIER
OUTLET DETAIL
PBE EssvE Perve'rve .wourvo THE LET sreuc,ureE ro IE rvEMUFe. Te
_
c re ,c oo eAro A,* eAAY
cA"frsorm)survuurn Tun i i
was ,
E
are *vu.
N.T.S.
NSP* a,auuFALLL AND MATE REPAas ASKLY NE AFT P EACH ry ash NECESSARY
< F
aT TAPE
L. DROP aLLET SEDLMENT TO OE USED FOR sWt.
ss2SSTOW sa)
WNW*,rv,
rs ar. TH,
To GNsure
5S1
neon
c
"
801,7,1VIENOIS=CESTArEnPrON FOZTSLEV'SVOIZONDrOLTOBEHEALL
MATERIALS
TYPICAL SFCTION
s.
a. 7,- Top oF THE F., (pops* Hs,* Las. Bs wo,
_ E
BELOW TPE GROUND ELEVATI.
-
DOWNS..
TO PREVENT
E
r F APP„sH
�A CATCH eAs*
�
BRABLOQ(xANDEAGRAOIELxsTON£�o
mMPACT �T APPAOPAN,E,r s,Ae�,�EF k, SAE AAEAs AxcOrvo ,PE �rv,E,
•r BE °`• F.
Lemnos ArryrrESS
"""4" oN ,HE BowNs,oPE sroE of T,H
STRUCTURE.
MAY BE s,reuc,ureE NECESSARY ON
THE ,wwnc,OPE
SLOE OF
WE
TM nxi, a;.y,
i7FENC£ INLET PRO1EcnoN
ROCK
DOUGHNUTc
c ,.
DROP INLET SEDIMENT FILTER
RIP RAP PROTECTION DETAIL
N. Y.
INLET
PRo>EcnaN
N. T. S,
n,.
NTS.
�ttaLLK of CURE
Cuae
H E BLOCK
C
nvbl
�
r
aeE (Tu) nFi„u AAA 3eEE re) van uAx sEo uENr EENcr Enere c ,,Z
z„EENs
1
_
• -B.
PF&P
ncou,REUEN,s
n,,
B
111�11��11111�11��
„,. n+p.
r
1N Pij /<
'
AIC FErery
nETEtwE�
8 ( �
F, Ere Fnerec
..A CONCRETE aoc
�\/\
/Y%�
/ `�
�/
wow
vill—
AOEB EARTH
cw AFnH
pETnGE""'v
zoz�fuAuJ FioNcerroN
/ - (LATH)
so / (LATH)
sccureE n, vcn
mac'"' sroE cr von
von.
�'FIOW,
_��
7
/�(� s(eUry
s,vmr vow RATE
az _ _ ,
�—
T/9 0
laOHL.9°.LATHcwva PLAN VIEW
HE,cH
.�,;,/ o v reHocii�v
' l' rvsinPE ET
\ \
jl
M,
_ /E-f
rl\ �
o
j4 F,vrF rs vvL,ceeLc
reF owNc
rnmxEFE e,ccv
ovcrzt /1 , /
a' I
�
/rc�ntm,s±
(
CONSTRUCTION DETAILS EROSION CONTROL
CHASSIS STORAGE LOT & FRONT LOT EXPANSION
ALTEC INDUSTRIES, INC.
CREEDMOOR, GRANVILLE CO., NC
THE maenc,�
czx
Too
CURB *,Er
r_somm��Jo
T�
V—SHAPED
FLAT BOTTOM
z To sz
zs
nuEn FALaH,c ;; iC
sr
TRENCH DETAIL
TRENCH DETAIL
SS
d
uT� anvN
K
JSOMFTRIC NEW
js l ,° H.2MposT
ro ,o oz
z
o...wrrTmN A,m wA„v,FNA,orF
Iroo.rso Twuecre s,uo)
`
c H,cH,
�L<Ea
,arc i
>zoz
,zAFTER
iNOPECT EVERY SEVEN CALENDAR DAYS
EACH RBA*, EVENT THAT
AND *MN .24-HOURS
PRODUCES B-iNCHES OR
TYPICAL SLOPE
SOIL STAR/ 17A770N
FENCE iNTEORL, CHECK WHERE RUNOFF
HAS EROPED A EL
BAP,. WHEN Cope foos7 Ls ,oCATED so
SF/'TION A —A
/��,�1r
\�/ley ! oomml
am a)
cu v r
m,En racA
RE
CENT. SLOPLNO STREET WATER CAN POND AND ALLOW sN, WHELENT ,o
v,reF, wv
ZME° war ,HF
°M
BLOCK M&AGRAVELo
CURB INLET
SEDIMENT BARRIER
i7 so xSLOPE SURF LL BEwTs� ewrvu��ss
uArvErvr sEEomc eFFocE Pacirvc
T corvTACT vmx THE
EROSION xBLANKf75 & TURF
REINFORCEMENT MATS
SLOPE INSTALLAnON
g uA
fie:
1 Y %
fioo Mm)
INSTALLATION
WIIHDUT
a' [ oomm)
j �� f"�i
/ l57
TRENCH
TRENCHJNG 8977 RLTER
OR iN ANY
recvLAcr THE sccno,v BEG* TO aF FENCE ,uroEB,ATE,r
coN,o:ms ,o uexrmzE voNB,Nc EFF,CENcr se.0
o.
' ~� L T SHALL ALL eE PEPOSPEO ENnv nA*s Rwc [xvEc,Eo. T of THE
~ ...BED. e 7PAPPEo 3E0*NT FP.
re'(' .' �2,,EB HEAY,,,,,,YPLAs„ T,Es vcs ,,,,/
aq c F TEre FnBre c Tc SEq° EV T a€,EH�' ag HYsHEST
DETAIL (°LAP ARE Na LONGERTNEEoco
nnBCLLE *was.
SACK SILT FENCE DETAIL
WAY BECOMES *ErEccmE.
FENCE ESPEcwLLv,E HEAVY
THE 51, oR STAB,,,. „ eN
NANa� ZT,C =<,'s
nPEAS PEsu,T*B FPom FEN.
n,.T.s.
',LS
..B=NT,v
N. T.S.
PuuP xrvosE xT w BAG
WATTLE air. CHECK . TO O WA,rzE*
BE,u,EN.
J
- -
c*EEre.
m°, o o® CHANNEL
o
O ANCHORIND STAKES SHALL BE Sia-0. SPACED.
Au Js
Ii,.
CHECK. STAKE SNOW SHALL BE A MAW* OF TWO FEE, TEE EVAT ON BETAa
SECT cN
HOSE
..._�N
a .....0,..,. uND.,,MENT * P, Hcs . FOR WATTLE ENos
u,mEBLsrx+E,vr APART ALONG. Toff CHANNEL EDGES AND DO* THE CENTER OF THE ®roEroE
CHANNEL SPACE STAPLES ,o iNCHES APARTS THE M
,, ,o
ll ll—� 11 —
III I I III
.�
E
ovncT co,reucruBE
1 s,
AND DOWNSTREAM srerEs
A��B sPA�c'
No, N,s©uusT BE H,wcH ®
< P, ACE STREAM• av Bo, oEs eFAwn THnN F,ow„NE vo,N,® QEVA11Mz0ETM.
o„
wa 01=011 IIIIIIIIIIII III
TExQ III HOSE E III
\ 7 NRAP ROPE 1 -
6TIMES
T BACK CF LanrE t off PPE
S' A
w I 4
o NyH,
aN .NTEH
4
iii
INI IsPLAcI[I o�wIaITIOre rvE
o Di SFCTIONB scone aAs rz R,s reA,=Nei
ACE No 5 THE A A
\
_�. VF,F; Tn
AT, s,a<E
PROJECT 19.40]
BAG ON THE GROUND ore ON a IMP OVER A reELATNLr LEVEL. STABILIZED AREA
`
.
\ L4W'
SCALE- NON[
eao AND SECURE wl,x A ROPE WRAPPED s TIMES
3 REPLACE DEWERING BAC HI-IEN HALF FULL Ci SEDIMENT OR WHEN SEDIMENT HAS REDUCED ME asn RATE OFAROUND THE SNOUT. OVER A 6 INCH WIDTH Of THE BAG.
PLAN VIEW�P
_ \
' - 9
�Hw1 \
unoERLAYMENT
r,H FAaP,B
BRAWN: HB REVIEW: CE
THE PUMP DISCHARGE TO ,w IMPRACTICAL aiouu,
cN
C5.3
SHEET 42 OF 41
SLIT OPEN MAINTENANCE AND DISPOSAL:
AND REM"PA ACC"/"a E °SEDIMENT,xPd4Pog OFABA RECYCLING
ROCK FKTER DAM DETAIL
cN Ere
Pa E�
PRDICT
.m
nAP,Es,O BNcEN>EH /i�,rM,w
N. T.S.
� DAM �
°TS ON MA

Appendix B
Mitigation Statement of Credit Availability

Restoration Systems, LLC
1101 Haynes St. Suite 211
Raleigh, North Carolina
Ph: [phone]
Fx: [phone]
Statement of Mitigation Credit Availability
Pancho Mitigation Bank
April 29, 2021
Army Corps of Engineers
Re: Availability of Compensatory Wetland Credits
Project: Creedmoor Site Phase II & III
RESTORATION
SYSTEMS I LLC
This document confirms that 2.476 Wetland Credits (Credits) from the Pancho Mitigation Bank
(Bank) are currently available and all or a portion may be used, once transferred, for compensatory
mitigation relative to the Creedmoor Site Phase II & III project, and as proposed by Altec
Industries, Inc. (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance.
Should the Applicant purchase the Credits at that time, we will complete and execute the Mitigation
Credit Transfer Certificate (Certificate) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Certificate to the Applicant, the
Division of Water Resources (DWR) and, if needed, other regulatory agencies. In addition, we will
provide DWR with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction
information in the updated Bank Ledger will include relevant Permit and Applicant information as
well as the number and resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
ko4
Tiffani Bylow
Restoration Systems, LLC

Appendix C
401 & Buffer Permitting PCN Submittal Checklist

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
$240.00 for 401 Water Quality Certification with minor impacts
$570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
® Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
® If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
http://portal.ncdenr.org/web/Ir/bmp-manual).
N/A DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
® Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non -erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
• Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
• All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
• Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
• Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
❑ Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

Appendix D
USACE Wilmington District PCN Form

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
lc. Has the NWP or GP number been verified by the Corps?
❑xYes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X401 Water Quality Certification — Regular ❑Non-404 Jurisdictional General Permit
❑401 Water Quality Certification — Express ❑Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
DYes ❑No
For the record only for Corps Permit:
❑Yes ❑x No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
Yes ❑No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑Yes ❑x No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes I]No
2. Project Information
2a. Name of project:
Creedmoor Site
2b. County:
Granville
2c. Nearest municipality / town:
Creedmoor
2d. Subdivision name:
No subdivision in the area
2e. NCDOT only, T.I.P. or state project no:
Not applicable; Not a NCDOT or T.I.P. Project
3. Owner Information
3a. Name(s) on Recorded Deed:
Altec Industries, Inc.
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Altec Industries, Inc.; c/o Mr. Patrick Wooten, Director -Operations
3d. Street address:
210 Inverness Center Drive
3e. City, state, zip:
Birmingham, Alabama 35242
3f. Telephone no.:
205-991-7733
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑Agent ❑xOther, specify: Altec Industries, Inc.
4b. Name:
Patrick Wooten
4c. Business name
(if applicable):
Altec Industries, Inc.
4d. Street address:
210 Inverness Center Drive
4e. City, state, zip:
Birmingham, Alabama, 35242
4f. Telephone no.:
205-991-7733
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Michael A. Barfield
5b. Business name
(if applicable):
Corblu Ecology Group
5c. Street address:
3225 South Cherokee Lane, Bldg. 800
5d. City, state, zip:
Woodstock, Georgia 30188
5e. Telephone no.:
770-591-9990
5f. Fax no.:
770-591-9993
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
088703106437, 088601293686, 088601186750,
088601182009, 088601098369
lb. Site coordinates (in decimal degrees): Latitude: 36.140365° N Longitude: -78.724169° W
lc. Property size:
100 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Ledge Creek
2b. Water Quality Classification of nearest receiving water:
WS-IV; NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: A minimally developed forested area surrounded to the north, west, and east by commercial
development.
3b. List the total estimated acreage of all existing wetlands on the property: 2.85 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,676.48 linear feet
3d. Explain the purpose of the proposed project:
The Altec Industries, Inc. proposed chassis storage lot and front lot expansion will be used to accommodate increase chassis
storage for the Altec plant. Cut material from Phase II will be utilized to create the expanded lot in Phase III. This area was
selected to reduce the overall impacts to the greatest extent practicable, while allowing for the lot expansion.
3e. Describe the overall project in detail, including the type of equipment to be used:
To create the chassis storage lot and expand the front lot cut material from Phase II will be used to fill and grade the Phase III
lot area resulting in 0.41 acre of wetland fill (Wetlands F and G). Excavators, dozers, graders, and dump trucks will be
necessary to expand the two lot areas. All other streams, wetlands, and vegetative buffers will be avoided.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes ❑No ❑x Unknown
Comments: The existing plant and the work area were
verified in 2014 by Mr. Eric Alsmeyer.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑x Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Neil Blackman
Agency/Consultant Company:
Other: Corblu Ecology Group
Page 3 of 11
PCN Form — Version 1.4 January 2009

4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
DYes ❑No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
NWP 26 March 22, 2000 (0.02-acre wetland and 145 LF Stream) and Phase 1 for a culverted wetland crossing was submitted
on December 19, 2019 for an associated 0.049-acre of wetland disturbance. Phase I was permitted by rule and has been
completed.
6. Future Project Plans
6a. Is this a phased project?
Yes ❑No
6b. If yes, explain.
Please see 5b.
Page 4 of 11
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑x Wetlands ❑Streams — tributaries ❑Buffers ❑Open Waters ❑Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
Wet F P
Fill
Small -Basin Wetland
No
Corps
0.029
Wet G p
Fill
Small -Basin Wetland
No
Corps
0.012
-
Choose one
Choose one
Yes/No
-
_
Choose one
Choose one
Yes/No
-
_
Choose one
Choose one
Yes/No
-
_
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.041
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
_
Choose one
-
-
S2
_
Choose one
-
-
S3
-
Choose one
-
-
S4
_
Choose one
-
-
S5
_
Choose one
-
-
S6
_
Choose one
-
-
3h. Total stream and tributary impacts
0
3i. Comments:
No streams will be disturbed.
Page 5 of 11
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
-
02
-
03
-
Choose one
Choose
04
-
Choose one
Choose
4f. Total open water impacts
4g. Comments:
No open waters are found on the project site.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
NA
5g. Comments:
No pond/lake construction will take place on the project site.
5h. Is a dam high hazard permit required?
❑Yes ❑x No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
I]Neuse ❑Tar -Pamlico ❑Catawba ❑Randleman ❑Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
-
B2
-
Yes/No
B3
-
Yes/No
B4
-
Yes/No
B5
-
Yes/No
B6
-
Yes/No
6h. Total Buffer Impacts:
6i. Comments: No buffer impacts are proposed
Page 6 of 11
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed activity has been designed to avoid and minimize impacts to potentially jurisdictional waters to the maximum
extent practicable. Mitigation is required for the proposed chassis storage lot and front lot expansion (Phase II and Phase III)
which will result in 0.041 acre of wetland disturbance (requiring 0.082 wetland credits). A NWP 26 approved March 22, 2000
resulting in 0.02-acre of wetland impacts and 145 LF of stream impacts. The culverted road crossing from Phase I resulted in
0.049 acre of wetland disturbance. Combined the total wetland impacts are 0.11 thus mitigation is required for the 0.041-acre of
proposed wetland impacts for Phase II and III. No stream impacts are proposed for the above referenced project.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Equipment used during the proposed project will be operated from prefabricated mats or upland areas to avoid and unnecessary
impacts to the wetland.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to
Waters of the U.S. or Waters of the State?
❑xYes No
2b. If yes, mitigation is required by (check all that apply):
DWQ ❑x Corps
2c. If yes, which mitigation option will be used for this project?
(]Mitigation bank
❑Payment to in -lieu fee program
❑Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Pancho Mitigation Bank
3b.
Cred its
Type: Riparian wetland
Quantity: 0.082
Type: Choose One
Quantity:
Type: Choose One
Quantity:
3c. Comments: Please see attached Statement of Mitigation Credit Availability (Appendix B).
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑Yes ❑x No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
NA
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
No riparian buffer mitigation is required for the proposed project.
6h. Comments:
No riparian buffer mitigation is required for the proposed project.
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑Yes ❑x No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑Yes ❑x No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
14.89
2b. Does this project require a Stormwater Management Plan?
❑xYes ❑No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Please see Appendix A for full detail. The stormwater on the site will be treated from a variety of methods to include: A
constructed wetland, 4 sand filters, a dry detention pond (for quantity control), a bio swale, and bio retention.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Butner
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Granville County
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑Phase II
❑x NSW
❑USMP
❑Water Supply Watershed
❑Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑Yes ❑x No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006-246
❑x Other: Town of Butner
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑No
5b. Have all of the 401 Unit submittal requirements been met?
Yes No
Page 9 of 11
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
❑Yes ❑x No
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
❑Yes ❑x No
lc. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
❑Yes I]No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑Yes ❑x No
2b. Is this an after -the -fact permit application?
❑Yes I]No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
❑Yes ❑x No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated.
Page 10 of 11
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
Yes
// No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes
// No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
An official IPaC Species List was requested for the project site from the U.S. Fish and Wildlife Service (USFWS) (Appendix B). The IPaC report
lists four federally protected species as potentially occurring in the project area, which includes: smooth coneflower (Echinacea laevigata),
Harperella (Ptilimnium nodosum), Carolina madtom (Noturus furiosus), and Neuse River waterdog (Necturus lewisi).
• Smooth coneflower (Endangered) primarily occurs in openings in woods, such as cedar barrens and clear cuts, along roadsides and utility
line rights -of -way, and on dry limestone bluffs. Although this habitat was located along the edge of the project site, bound by roads, no
individuals of this species were observed.
• Harperella (Endangered) grows on the gravel shoals and sandbars of clear swift -flowing waters.
• Carolina madtom (Proposed Endangered) are found in very shallow water with little or no current over fine to coarse sand bottom within
small to medium rivers.
• Neuse River waterdog (Proposed threatened) are found among large accumulations of submerged leaves in eddies or backwaters of high
water quality streams. Since no streams are found within or nearby the project site, no habitat for Harperella, Carolina madtom, or Neuse
River waterdog is available.
An official IPaC species list has been attached for your review (PCN Form Attachment A).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑Yes
0/ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes
0 No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A cultural resource review for the project area was conducted utilizing the most recent North Carolina State Historic Preservation Office shapefiles and
GIS software. Additionally, no historic structures were noted within the project area at the date of delineation. See NC HPO and NRHP Map.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑Yes
a No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the
Sources included the FEMA and Flood Insurance
(PCN Form Attachment C).
floodplain determination?
Rate Map (FIRM) mapping service for the project site
in Granville County.
Michael Barfield (Agent)
�2_
5/28/2021
Applicant/Agent's Printed Name
Applicant/Agent's Signature (Agent's
signature is valid only if an authorization letter
from the applicant is provided.)
Date

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210489
Version*
Central Office - [phone]
Rick Trone
Pre -Filing Meeting Request submitted 3/2/2021
1
Contact Name * Michael Barfield
Contact Email Address* [e-mail]
Project Name * Site Improvement Plans For A Chassis Storage Lot & Front Lot Expansion
Project Owner* Altec Industries, Inc.
Project County* Granville
Owner Address: Street Address
3225 South Cherokee Lane, Bldg. 800
Address Line 2
City State / Rovince / Region
WOODSTOCK Georgia
Fbstal / Zip Code Country
30188 United States
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
Nationwide Permit No. 39 submittal and a 401 water quality
certification under GC4139REV (once finalized). This will involve lot
expansion to accommodate chassis storage at an Altec truck facility. I
believe the project does not qualify as a low density project and
therefore requires written approval.

Please give a couple of dates you are available for a meeting.
3/22/2021
Please attach the documentation you would like to have the meeting about.
Altec Creedmoor-Chassis Storage Lot & Front
Lot Exp 02.23.21 (Reduced Size).pdf
pdf only
34.04MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/2/2021

PCN FORM ATTACHMENT A
IPaC Official Species List

x
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2021-SLI-0839
Event Code: 04EN2000-2021-E-01836
Project Name: Altec Industries Chassis Storage Lot and Front Lot Expansion
March 16, 2021
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

03/16/2021
Event Code: 04EN2000-2021-E-01836 2
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

03/16/2021
Event Code: 04EN2000-2021-E-01836 3
Attachment(s):
• Official Species List

03/16/2021
Event Code: 04EN2000-2021-E-01836 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

03/16/2021
Event Code: 04EN2000-2021-E-01836 2
Project Summary
Consultation Code: 04EN2000-2021-SLI-0839
Event Code: 04EN2000-2021-E-01836
Project Name: Altec Industries Chassis Storage Lot and Front Lot Expansion
Project Type: DEVELOPMENT
Project Description: NWP 39 Chassis storage lot expansion
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@36.1380939,-78.72385412184025,14z
Counties: Granville County, North Carolina

03/16/2021
Event Code: 04EN2000-2021-E-01836 3
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Amphibians
NAME
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. The location of the critical habitat is not
available.
Species profile: https://ecos.fws.gov/ecp/species/6772
STATUS
Proposed
Threatened
Fishes
NAME STATUS
Carolina Madtom Noturus furiosus Proposed
There is proposed critical habitat for this species. The location of the critical habitat is not Endangered
available.
Species profile: https://ecos.fws.gov/ecp/species/528
Flowering Plants
NAME
Harperella Ptilimnium nodosum
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3739
Smooth Coneflower Echinacea laevigata
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3473
STATUS
Endangered
Endangered

03/16/2021
Event Code: 04EN2000-2021-E-01836 4
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

PCN FORM ATTACHMENT B
NRHP Map

Site ID: GV0531
Site Name: Pine Grove Baptist Church
Site ID: GV0533
Site Name: Joe Cephus Coley Gravesite (Approximate)
Base Map Source: ESRI Aerial Imagery
1:24,000
0 1,350 2,700
5,400
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
corblu
ECOLOGY GROUP
NC HPO and NRHP Map
Project No. 02-062011

PCN FORM ATTACHMENT C
FEMA/FIRM Map

A
Legend
LJ Approximate_Project_Boundary
Flood Hazard Zones
Zone Type
1% Annual Chance Flood Hazard
Regulatory Floodway
RIM Special Floodway
Area of Undetermined Flood Hazard
0.2% Annual Chance Flood Hazard
▪ Future Conditions 1% Annual Chance Flood Hazard
▪ Area with Reduced Risk Due to Levee
Base Map Source: ESRI Aerial Imagery
1:10,000
0
550
1,100
2,200
Feet
Altec Industries, Inc.
Creedmoor Site
Creedmoor, North Carolina
corblu
ECOLOGY GROUP
FEMA Flood Zone Map
Project No. 02-062011

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210489
Version*
Central Office - [phone]
Rick Trone
Pre -Filing Meeting Request submitted 3/2/2021
1
Contact Name * Michael Barfield
Contact Email Address* [e-mail]
Project Name * Site Improvement Plans For A Chassis Storage Lot & Front Lot Expansion
Project Owner* Altec Industries, Inc.
Project County* Granville
Owner Address: Street Address
3225 South Cherokee Lane, Bldg. 800
Address Line 2
City State / Rovince / Region
WOODSTOCK Georgia
Fbstal / Zip Code Country
30188 United States
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
Nationwide Permit No. 39 submittal and a 401 water quality
certification under GC4139REV (once finalized). This will involve lot
expansion to accommodate chassis storage at an Altec truck facility. I
believe the project does not qualify as a low density project and
therefore requires written approval.

Please give a couple of dates you are available for a meeting.
3/22/2021
Please attach the documentation you would like to have the meeting about.
Altec Creedmoor-Chassis Storage Lot & Front
Lot Exp 02.23.21 (Reduced Size).pdf
pdf only
34.04MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/2/2021