20170132 Ver 1_401 Application_20170117

PRE -CONSTRUCTION
NOTIFICATION SUBMITTAL
FOR
TOWN OF WILSON'S MILLS
USDA SEWER IMPROVEMENTS PROJECT
TWC No.: 2875-P
JANUARY 2017
SUBMITTED BY: BRIAN J.P. OSCHWALD, P.E.
11
THE WOOTEN COMPANY

TABLE OF CONTENTS
Title Page
Table of Contents
Pre -Construction Notification Application ................... -............ ....................................... 1-10
APPENDICES
Appendix 1 — Agent Authorization Letters
Appendix 2 — USGS and SCS Soils Maps
Appendix 3 — Buffer Impact Exhibits
Appendix 4 — Wetland Impact Exhibits
Appendix 5 — Mitigation Statement of Availability
Appendix 6 — Wetland Data Forms and Upland Data Forms
Appendix 7 — Construction Drawings (reduced scale)

of WArfr
a, o� Office Use Only:
- Corps action ID no.
o c DWQ project no.
M
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information J
1. Processing
1 a.
Type(s) of approval sought from the Corps: ❑X Section 404 Permit
❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: n/a
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record For the record only for DWQ
For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No
i, ❑ 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
Z Yes E] No
or in -lieu fee program.
—�
Ig.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
❑ Yes ❑X No
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
n/a ❑ Yes ❑ No
2.
Project Information
2a.
Name of project:
Wilson's Mills Sewer System Improvements
2b.
County:
Johnston
2c.
Nearest municipality / town:
Wilson's Mills
2d.
Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Wilson's Mills
n/a
3b, Deed Book and Page No.
3c.
Responsible Party (for LLC if
n/a
applicable):
100 Railroad Street
Wilson's Mills, NC 27593
3d. Street address:
3e. City, state, zip:
3f.
Telephone no.:
919-938-3885
3g.
Fax no.:
919-938-6661
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
+b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
5a.
5b.
5c.
5d.
Agent/Consultant Information (if applicable)
Name: Brian J.P. Oschwald, P.E.
Business name The Wooten Company
(if applicable):
Street address: 120 N. Boylan Avenue
City, state, zip: Raleigh, NC 27603
5e.
Telephone no.:
919-828-0531
5f.
Fax no.:
919-8343589
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Linear project
1 b.
Site coordinates (in decimal degrees):
ILatitude: 35.583008 Longitude: 78.355369
1 c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Neuse River
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse River Basin
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:
Existing
site: residential neighborhoods, rural road side, back yards, wetland areas
3b.
List the total estimated acreage of all existing wetlands on the property: 0.738
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 197
3d.
Explain the purpose of the proposed project:
Extend gravity sewer to residents of the Town of Wilon's Mills.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Install gravity sewer throughout the Town of Wilson's Mills using track hoe excavators, front end loaders, dump trucks and pick up trucks.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
❑ Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property I
Comments:
project(including all priorphases) in the past?
4b.
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Wooten Company surveyor, Mark Hussey, made stream and wetland determinations. Mark is qualified to make wetland and stream
determinations. See attached wetland determination forms.
5.
Project History
5a.
Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
n/a
6.
Future Project Plans
6a.
Is this a phased project? ❑ Yes ❑X No
6b.
If yes, explain.
n/a
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
Impacts Summary
1 a. Which sections were completed below for your project (check
all that apply):
❑X Wetlands ❑X Streams — tributariesX❑
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. 2b. V 2c,
2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number
Corps (404,10) or impact
Permanent (P) or
DWQ (401, other) (acres)
Temporary T
W1 P Gravity Sewer Choose one
Yes Corps .216
W2 T
Gravity Sewer
Choose one
Yes
Corps
.522
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
738
2h. Comments:
See attachment for description
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.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 T
Gravity Sewer
UT to Poplar Creek
INT
Corps
18
30
S2 T
Gravity Sewer
UT to Poplar Creek
INT
Corps
13
30
S3 T
Gravity Sewer
UT to Poplar Creek
INT
Corps
8
30
S4 T
Gravity Sewer
UT to Poplar Creek
INT
Corps
2
30
S5 T
Gravity Sewer
UT to Poplar Creek
INT
Corps
8
30
S6 T
Gravity Sewer
UT to Neuse River
INT
Corps
10
30
3h. Total stream and tributary impacts
...
3i. Comments:
.
S7, T, Gravity Sewer, UT to Poplar Creek, INT, Corps, 8, 20........S8, T, Gravity Sewer, UT to Poplar Creek, INT, Corps, 12, 30
Total stream impacts is 0 (zero) due to each impact being a temporary impact for construction. Upon completion of construction, all stream crossings
will be returned to pre-existing grade and conditions, with no permanent stream crossings.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts N/A
`there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
,he U S then individually list all open water Impacts below.
4a.
4b,
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
TemporaT
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction N/A
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
I Filled Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
3g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ 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? ❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f, 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Tem orar T feet) feet
B1 P Gravity Sewer UT to Poplar Creek No 15,305 9,783
B2 T Gravity Sewer UT to Poplar Creek No 1,734 3,780
B3 P Gravity Sewer UT to Poplar Creek Yes 698 2,517
B4
Yes/No
B5 -
Yes/No
B6 _
Yes/No
6h. Total Buffer Impacts:
17,737
16,080
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Where it is feasible, the new installations are designed to keep the stream, buffer, and wetlands crossings as close to 90 degrees as possible. The
sewer on the Bartlett Mills property is designed and to be installed in an existing access driveway for residents on the north side of the railroad tracks.
This area is already cleared and maintained.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper erosion control techniques will be used throughout the construction process, including the use of silt fence, silt fence outlets, properly designed
and installed construction entrances, tree protection fencing, and rock check dams.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No '
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑X Corps
—
❑Q Mitigation bank
2c. If yes, which mitigation option will be used for this
❑X Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Resource Environmental Solutions, LLC
Type: Riparian buffer
Quantity: 5,870
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity:
Type: Choose one
Quantity:
3c. Comments:
We will not authorize purchase of credits until DWQ and USACE has approved this application.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑X Yes
4b. Stream mitigation requested:
linear feet
Choose one
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
.216 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: We will not authorize purchase of credits until DWQ and USACE has approved this application.
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 6 of 10
PCN Form — Version 1.4 January 2009

S. 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 ❑x Yes ❑ No
buffer mitigation?
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.
r
6d. 6e.Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
Gravity Sewer
698 3 (2 for Catawba) 2,094
Zone 2 vravity hewer 2.517 1.5 �' 3,776
6f. Total buffer mitigation required:y' 5,870
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).
Buffer mitigation payment through Resource Environmental Solutions, LLC
6h. Comments:
Page 7 of 10

E St r ter Mann ement and Diffuse Flow Plan (re uired b DWQ)
Page 8 of 10
PCN Form — Version 1.4 January 2009
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
- —
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
No
impervious area will be created. as a result of this project. Erosion control devices will be used as
❑ Yes ❑X No
necessary during construction. Air erosion control permit has been obtained and is attached to this
j
permit application.
2.
Stormwater Management Plan N/A
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No
impervious area will be added to the project area as a result of this project. An erosion and sedimentation control permit will be required, but will
be the only stormwater discharge permit needed.
f
2d,
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
NIA
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review N/A
3a.
In which localgovernment's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
L] USMP
I check all that apply):
apply Y ( pp Y)�
R Water Supply Watershed
Other:
i.
3c.
Has the approved Stormwater Management Plan with proof of approval been
i
El Yes ❑ No
attached?
4.
DWQ Stormwater Pro ram Review N/A
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?_
5.
DWQ 401 Unit Stormwater Review N/A
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 8 of 10
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 0 Yes ❑ No
use of public (federal/state) land?
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 ❑X Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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
❑X Yes ❑ No
letter.)
Comments:
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, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑X Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the ti
most recent DWQ policy. If you answered "no," provide a short narrative description.
Based on the NCDEQ Sewer Fast Track pemzit application, this project will generate approximately 68,175 GPD of new wastewater. This quantity
comes from approximately 270 newly served homes, a newly served church, approximately 50 newly served businesses, and a newly served day
care. The Johnston County Wastewater Treatment Plant (with whom the Town of Wilson's Mills has an agreement) has capacity for the new
connections.
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.
The wastewater generated as a result of this project will be treated at the Johnston County Wastewater Treatment Plant. This treatment plant has
available capacity.
Page 9 of 10
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?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Yes ❑X No
❑X Yes ❑ No
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://ncnhp.org/web/nhp/database-search - Endangered species; Submittal to USFWS during Environmental Assessment portion of project;
http://fws.maps.arcgis.com/home/webmap/viewer.htmI?webmap=9d8de5e265ad4feO9893cf75b8dbfb77 - Designated Critical Habitat
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/efhmapper/
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 ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
http:\\www.ncfloodmaps.com
Brian J. P. Oschwald, P.E., for the
Town of Wilson's Mills
Applicant/Agent's Printed Name
❑ Yes ❑X No
--2
A Iicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
/-/20�71-
Date
1

Appendix 1: Agent Authorization

THE
OOTE!}
COMPANY
ENGINEERING
January 17, 2017
Ms. Samantha Dailey
Regulatory Specialist
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
P L A N N I N G Re: USACE Agent Authorization Letter
A R C h I r E r r u R E USDA Sewer Improvements
Town of Wilson's Mills, North Carolina
TWC No. 2875-P
Ms. Dailey:
The undersigned hereby authorizes The Wooten Company to proceed on behalf of The
"town of Wilson's Mills, as the agent for consulting and permitting purposes related to
the submittal of the Pre -Construction Notification for the "['own of Wilson's Mills USDA
Sewer Improvements Project, located in Wilson's Mills, North Carolina. This agent
authorization letter supersedes all previous agent authorizations.
If you should have any questions or require additional information, please do not hesitate
to contact us at [phone].
Sincerely,
Brian J.I� Oschwald, P.E.
THE WOOTEN COMPANY
Printed Name: Alicia Gre Yo
Title: _ Town Administrator
Organization: __ 1'c�vn of Wilsnn"s Mills
Mailing Addres: _ P.4 Box 448
Wilson's Mills NC
Phone No: — 919-938-3885
Signature: �
120 NaRh 6uylan ,'avenue Date: ...
Raleigh NC 27603-1423 111
919_$28.0531
Pax 919.834 3589

THE January 17, 2017
®�!~� Ms. Karen Higgins
pf
4 0 ii Division of Water Quality
COMPANY 1650 Mail Service Center
Raleigh, NC 27699-1650
E N G I N E E R I N G
Re: NCDWQ Agent Authorization Letter
P L A N N I N G USDA Sewer Improvements
A R c H I r E C Ta R E "Gown of Wilson's Mills, North Carolina
TWC No. 2875-P
Ms. Dailey:
The undersigned hereby authorizes The Wooten Company to proceed on behalf of The
Town of Wilson's Mills, as the agent for consulting and permitting purposes related to
the submittal of the Pre -Construction Notification for the Town of Wilson's Mills USDA
Sewer Improvements Project, located in Wilson's Mills, North Carolina, This agent
authorization letter supersedes all previous agent authorizations.
If you should have any questions or require additional information, please do not hesitate
to contact us at [phone].
Sincerely, f
Brian J.P. Oschwald, RE,
THE WOOTEN COMPANY
Printed Name: Alicia Gregory
Title: Town Administrator
Organization: Town of Wilson's Mills.
Mailing Address P.0 Box 448
Wilson's Mills. NC
Phone No: 919-938-3-885^____
Signatures
Date:
120 Noflh Boylan Avenue
F'Wi®gh NC 2;603-1.1?3
919 898 0.531
fix 919 8313589

Appendix 2: USGS and SCS Soils Maps

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�• r••.
LEGEND
1
Wilson's Mills •r 8" Gravity Sewer +t '
Ak Sewer System Improvements '"! a° Force Main Sewer
6" Water Line i
The Wooten Company
'^ ❑ Proposed Pump Station g
r P ,

tI. S. DEPARTMENT OF AGRICULTURE USDA SCS Soil Survey of Johnston County SHEE'
JOHNSTON COUNT'
SOIL CONSERVATION SERVVICE October 1994 Issue
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Appendix 3: Buffer Impact Exhibits

6''X6'0,., Ch -t. 112
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Ex. MH 114 TO BORE AND
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S2 : STREAM IMPACT NUMBER
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REGARDING THE RAILROAD CROSSING, SEE DETAIL
SHEET C-6.06.
NIAhMM No. 122
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NOTES:
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REGARDING THE RAILROAD CROSSING, SEE DETAIL
SHEET C-6.06.
NIAhMM No. 122
STA. 76#4104Z—
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LL 180" 00' 04"
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RAILROAD COMPANY FOR WORK ON ITS RIGHT-OF-WAY".
i j I 2. ALL PIPES WITHIN THE NCRR R/W MUST BE DUCTILE IRON. ALL PIPE JOINTS WITHIN THE
A -W'd °f I NCRR R/W MUST BE RESTRAIN JOINT DUCTILE IRON.
nr;zlele. /el Mr:°n n.°ro.,,�
rroPerry of Tre;a✓ele, eAri+.ien°ln„ �- I 3. INSTALLATION OF GRAVITY SEWER WITHIN NCRR R/W, FROM MANHOLE N0. 414 TO
r.°n°r, a,rolArC j FIN: 169610-J— I MANHOLE NO. 918, SHALL BE INSTALLED BY OPEN CUT.
FIN.16W1(tiJ]-93N OB: o2AiY FL": U915 )
4. DISTANCE FROM MP 109 TO MP 103 I5 5,522.29 LF.
0 % S. FOR ADDITIONAL REQUIREMENTS AND INFORMATION REGARDING THE RAILROAD CROSSING,
SEE DETAIL SHEET C_6.06.
SCALE: 1" = x'
�-
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I I
l I
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PERMANENT UTILITY
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IIs[ I FOR PIPELINE OCCUPANCY" AND NCR 103 "SPECIFIC REQUIREMENTS OF NORTH CAROLINA
RAILROAD COMPANY FOR WORK ON ITS RIGHT-OF-WAY".
i j I 2. ALL PIPES WITHIN THE NCRR R/W MUST BE DUCTILE IRON. ALL PIPE JOINTS WITHIN THE
A -W'd °f I NCRR R/W MUST BE RESTRAIN JOINT DUCTILE IRON.
nr;zlele. /el Mr:°n n.°ro.,,�
rroPerry of Tre;a✓ele, eAri+.ien°ln„ �- I 3. INSTALLATION OF GRAVITY SEWER WITHIN NCRR R/W, FROM MANHOLE N0. 414 TO
r.°n°r, a,rolArC j FIN: 169610-J— I MANHOLE NO. 918, SHALL BE INSTALLED BY OPEN CUT.
FIN.16W1(tiJ]-93N OB: o2AiY FL": U915 )
4. DISTANCE FROM MP 109 TO MP 103 I5 5,522.29 LF.
0 % S. FOR ADDITIONAL REQUIREMENTS AND INFORMATION REGARDING THE RAILROAD CROSSING,
SEE DETAIL SHEET C_6.06.
SCALE: 1" = x'
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TO W No, 104
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No. IOJ
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!♦
133: PERMANENT BUFFER ZONE I IMPACT (MITIGATION REQUIRED)
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S7 : STREAM IMPACT NUMBER
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PROJECT NO.:
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DATE
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SCALE:
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SHEET 27 OF 47
C-4.03

Appendix 4: Wetland and Stream Impact Exhibits

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AS NQ7Efl
SHEET 7 OF 47 I
I's 12

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x' 0 xk' SHEET C-6.06.
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C-1.05

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PROJECT NO,:
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DATE:
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SHEET 21 OF 4/
C-3.01

Appendix 5: Mitigation Statement of Availability

Jpv(/Hgatlon sC'rW1ces
ENV IRONMENTAL QUALITY
Alicia Gregory
Wilson's Mills
PO Box 448
Wilson's Mills, NC 27593
Project: USDA Sewer System Improvements
ROY COOPER
P•rii.rnrr
January 19, 2017
Expiration of Acceptance: July 19, 2017
County: Johnston
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project impacts, It is the responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G,S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed at http://portal.ncdenr,org/web/eep.
Based on the information supplied by you in your request to use the DMS, the impacts that may require
compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned
to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below.
River CU Location Stream (feet) Wetlands (acres) Buffer I Buffer II
Basin (8 -digit HUC) (Sq. Ft.) (Sq. Ft.)
I I I Cold Cool Warm Riparian Non -Riparian Coastal Marsh
f Impact I Neuse 1 03020201 1 0 0 0 0 0.216* 0 1 0 1 0
*In accordance with the directive from the February 8, 2011 IRT meeting, non -riparian wetland impacts located in
the mountains and piedmont areas of North Carolina can be accepted as requested, but mitigated utilizing
riparian wetland mitigation credits and invoiced using the riparian wetland fee schedule. Upon receipt of payment,
DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in
accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as
applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
eB Stanfill
s Management Supervisor
cc: Brian Oschwald, PE- agent
State ofNorlh Carolina I Envirotunental Quality I Mitigalion Services
1652 Mail Service Center I Raleigh, NC 27699-1652 ; 217 W. Jones Street Suite 3000
919 707 8976 T

Brian Oschwald
-rom:
Cara Conder <[e-mail]>
.ent:
Tuesday, January 17, 2017 9:52 AM
To:
Brian Oschwald
Subject:
RE: Buffer and Wetland Mitigation in Wilson's Mills, INC (Johnston County)
Brian,
Sounds good on the buffer credits. For the wetland credits, since we don't have them available now we can't provide a
letter of availability, so you will have to use the State if no private banks have the credits available. However, as you near
permit approval or even after approval, you can amend your permit to use RES for the wetland credits if we have them
available at the time. I think it's pretty easy paperwork for the Corps (changing the mitigation transfer form), but it could
take a couple weeks.
Thanks,
Cara
Cara ConderINC Project Manager IResource Environmental Solutions, LLC
302 Jefferson Street, Suite 110 1 Raleigh, NC 27605
Direct: 919.209.1052 1 Cell: 843.446.2312
(,.)res
From: Brian Oschwald [i`nailto:boschwald thewootencom an .com]
'"ent: Tuesday, January 17, 2017 9:24 AM
, o: Cara Conder <cconder _ res.us>
Subject: RE: Buffer and Wetland Mitigation in Wilson's Mills, NC (Johnston County)
Cara,
Thanks for getting back to me on this request. Once I have the application ready, I'll send you an email asking for a
letter of availability to include with our application. On the wetland credits, does that mean we can go through your
company or should we contact the State for this? Sounds like you'll be ready by the time we have the permit. How do
you handle that with needing the letter of availability to accompany the application?
Thanks,
Brian Oschwald, PE
Project Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
919.828.0531
Fax [phone]
www.thewootencompany.com
U.a Y.Nvl Ns4n
""HE WOOTEN COMPANY

From: Cara Conder [rnailto:[e-mail]]
Sent: Tuesday, January 10, 2017 5:25 PM
To: Brian Oschwald
abject: RE: Buffer and Wetland Mitigation in Wilson's Mills, NC (Johnston County)
Hi Brian,
Thanks for checking with RES on the mitigation needed for this project. We don't currently have the wetland credits, but
should by the time you have a permit. If you'd like to modify your permit to use a mitigation bank it shouldn't be a
problem and we can give you a price lower than DMS.
We do have the buffer credits available though! Once you have your need estimated just let me know and I can get you
a letter of availability. The cost per credit is currently $1.08. If you have any questions or need anything else please let
me know.
Thanks,
Ca ra
Cara ConderINC Project Managerl Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110 1 Raleigh, NC 27605
Direct: 919.209.1052 1 Cell: 843.446.2312
,r res
rom: Brian Oschwald[mailto:[e-mail]]
.3ent: Tuesday, January 10, 2017 4:05 PM
To: Cara Conder <cconder@u res.us>
Subject: Buffer and Wetland Mitigation in Wilson's Mills, NC (Johnston County)
Ca ra,
I just left you a voicemail, but wanted to reach out via email as well. I am preparing a PCN Application for a sewer
improvements project in the Town of Wilson's Mills (in Johnston County). We will need buffer and wetland mitigation
credits for this project. I am working on the total square footage for each, but want to check with you to see if your
company has credits available. If not, could you kindly reply, that way we can include your reply in our PCN Application
submittal to NCDEQ and USACE, and move forward with the In -Lieu Fee Program.
Thanks,
Brian 0schwald, PE
Project Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
919.828.0531
Fax [phone]
www.thewootencompany.com
W .�
THE WOOTEN COMPANY

Appendix 6: Wetland Data Forms and Upland Data
Forms

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Proiect/Site. Wilson's Mills Sanitary Sewer
olicant/Owner: Town of Wilson's Mills
investigator(s): M. Hussey The Wooten Company
Landform (hillslope, terrace, etc.): floodplain
Subregion (LRR or MLRA): 133A Of LRR P
Soil Map Unit Name: Wagram
City/County: Wilson's Mills/Johnston
State: NC
Section, Township, Range:
Local relief (concave, convex, none): concave
Let: 35 35'23.17"N Long: 78 21'54.37"W
Sampling Date: 5/15/15
Sampling Point: A
NWI classification:
Slope (%): 0-2
Datum: WGS84
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
not shown on NWI
HYDROLOGY
Hydrology Indicators:
Yes X No
Yes X No
Yes X No
Is the Sampled Area
within a Wetland? Yes X No
Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (B10)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
FAC -Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Saturation Present? Yes X No Depth (inches): 3 Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge,
photos, previous inspections), if available.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
Surface Water (Al)
Lj Aquatic Fauna (1313)
r❑
`J3
High Water Table (A2)
❑ Marl Deposits (615) (LRR U)
Z' '
Saturation (A3)
El Hydrogen Sulfide Odor (Cl)
❑_
Water Marks (131)
L -I Oxidized Rhizospheres along Living Roots (C3)
El
Sediment Deposits (132)
❑ Presence of Reduced Iron (C4)
El
Drift Deposits (133)
❑_ Recent Iron Reduction in Tilled Soils (C6)
Q
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
❑
Iron Deposits (135)
0 Other (Explain in Remarks)
a
Inundation Visible on Aerial Imagery
(137)
a
Water -Stained Leaves (139)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes X
No Depth (inches): 8
Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (B10)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
FAC -Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Saturation Present? Yes X No Depth (inches): 3 Wetland Hydrology Present? Yes X No
Describe Recorded Data (stream gauge,
photos, previous inspections), if available.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: A
Herta Stratum (Plot size: our }
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30'r }
% Cover
Species?
Status
Number of Dominant Species
Quercus nigra
50
Y
FAC
That Are OBL, FACW, or FAC: 8 (A)
2. Liquidambar styraciflua
30
Y
FAC
height.
3. Acer rubrum
_ 10
N
FAC
Total Number of Dominant 8
Species Across All Strata: (B)
4.
50% of total cover: 45
20% of total cover:
18
Percent of Dominant Species
5.
of size, and woody plants less than 3.28 ft tall.
10.
FAC species x 3 =
That Are OBL, FACW, or FAC: 100 (A/B)
6.
50 Y
FACW
FACU species x 4 =
–
Herta Stratum (Plot size: our }
'Indicators of hydric soil and wetland hydrology must
1 Arundinaria gigantea
Prevalence Index worksheet:
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
Tree –Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
Total % Cover of: Multiply by:
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub – Woody plants, excluding vines, less
90 = Total Cover
OBL species x 1 =
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
50% of total cover: 45
20% of total cover:
18
_
FACW species x 2 =—`
Sapling/Shrub Stratum (Plot size: 30'r }
of size, and woody plants less than 3.28 ft tall.
10.
FAC species x 3 =
1.
Vaccinium corymbosum
50 Y
FACW
FACU species x 4 =
2.
Quercus nigra
20 y
FAC
UPL species x 5 =
3.
Acer rubrum
18 Y
FAC
Column Totals: (A) (B)
4•
-
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6•
❑ 1 - Rapid Test for Hydrophytic Vegetation
7.
-
❑ 2 - Dominance Test is >50%
8.
II 3 - Prevalence Index is 53.0'
88 = Total Cover
a Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 44
20% of total cover:
18
Herta Stratum (Plot size: our }
'Indicators of hydric soil and wetland hydrology must
1 Arundinaria gigantea
30 Y FACW
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
Tree –Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub – Woody plants, excluding vines, less
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb – All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine – All woody vines greater than 3.28 ft in
11.
height.
12.
30 = Total Cover
50% of total cover: 15 20% of total cover: 6
Woody Vine Stratum (Plot size: 30'r )
1. Smilax rotundifolia 20 Y FAC
2. Toxicodendron radicans 10 Y FAC
3.
4.
5. Hydrophytic
30 = Total Cover
50% of total cover: 15 20% of total cover: 6
Remarks: (If observed, list morphological adaptations below).
Vegetation
Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0

SOIL
Sampling Point: A
Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
Cinches Color (moist) % Color (moist) % Type Loc` Texture Remarks
J-8 10YR2/1 loamy sand
8-24 10YR6/3 sandy loam
'Type'. C=Concentration D=Depletion RM=Reduced Matrix MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix,
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Solls3.
Histosol (Al)
D Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
J�
Histic Epipedon (A2)
Q Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
k�.11
❑
Black Histic (A3)
Hydrogen Sulfide (A4)
Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (1718) (outside MLRA 150A,B)
❑ Loamy Gleyed Matrix (F2) 'El Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3) El Anomalous Bright Loamy Soils (F20)
H
Organic Bodies (A6) (LRR P, T, U)
cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (F6) (MLRA 153B)
Depleted Dark Surface (F7) ❑ Red Parent Material (TF2)
HRedox _E1Very
H5
Muck Presence (LRR U)
Depressions (F8) Shallow Dark Surface (TF12)
II
(A8)
1 cm Muck (A9) (LRR P, T) 1_1n
Marl (F10) (LRR U) 1:1 Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
❑ Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (1712) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
❑
Sandy Gleyed Matrix (S4)
❑ Reduced Vertic (F18) (MLRA 150A, 1508)
9
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
0 Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Town of Wilson's Mills Sanitary Sewer
plicant/Owner: Town of Wilson's Mills
investigator(s): M. Hussey The Wooten Company Section, Township, Range:
Landform (hillslope, terrace, etc.): hillside Local relief (concave, convex, none):
Subregion (LRR or MLRA): 133A of LRR P Lat: 35 35' 24.30"N Long: 78 21'50.59"W
Soil Map Unit Name: Appling
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation N Soil N or Hydrology N significantly disturbed?
Are Vegetation N Soil N or Hydrology N naturally problematic?
City/County: Wilson's Mills/Johnston
State: NC
Sampling Date: 5/15/15
Sampling Point: A -up
NWI classification:
Slope (%): 0-5
Datum: WGS84
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes X No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No E Is the Sampled Area
Hydric Soil Present? Yes . No'X Within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
HYDROLOGY
Indicators:
r❑
J
Surface Water (Al)
High Water Table (A2)
u Aquatic Fauna (1313)
Marl Deposits (B15) (LRR U)
L�
Saturation (A3)
❑ Hydrogen Sulfide Odor (Cl)
Water Marks (131)
❑ Oxidized Rhizospheres along Living Roots (C3)
III --_111
Sediment Deposits (62)
1Q -r Presence of Reduced Iron (C4)
I Recent Iron Reduction in Tilled Soils (C6)
_
Drift Deposits (133)
Algal Mat or Crust (134)
--I
❑ Thin Muck Surface (C7)
Iron Deposits (135)
❑ Other (Explain in Remarks)
❑ Inundation Visible on Aerial Imagery (137)
❑ Water -Stained Leaves (69)
Surface Soil Cracks (66)
El Sparsely Vegetated Concave Surface (138)
L--JDrainage Patterns (1310)
0 Moss Trim Lines (1316)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
❑ FAC -Neutral Test (D5)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches): Wetland Hydrology Present? Yes
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: A -UP
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30'r y
% Cover
Species?
Status
Number of Dominant Species
Quercus rubra
50
Y
FACU
That Are OBL, FACW, or FAC: 7 (A)
2. Quercus nigra
30
Y
FAC
3. Liquidambar styraciflua
20
Y
FAC
Total Number of Dominant
Species Across All Strata: 10 (B)
4.
—
Percent Dominant cies
oOBL,
5.
That Are FACW, orf FAC: 70 (A/B)
6.
Prevalence Index worksheet:
7.
Total % Cover of: Multi0y by:
8
_
OBL species x 1 =
100 = Total Cover
50% of total cover:
50
20% of total cover:
20
FACW species x 2 =
Sapltng/Shrub Stratum (Plot size: 30'r
}
FAC species x 3 =
1. Liquidambar styraciflua
50
Y
FAC
FACU species x 4 =
2. Pinus taeda
30
Y _
FAC
UPL species x 5 =
Column Totals: (A) (B)
3. Baccharis halimifolia 10 N FAC
4•
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6,
1 -Rapid Test for Hydrophytic Vegetation
7-
El 2 - Dominance Test is >50%
&
a 3 - Prevalence Index is 53.0'
90
= Total Cover
a Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
45
20% of
total cover:
18
Herb Stratum (Plot size: 30'r
'Indicators of hydric soil and wetland hydrology must
1 Baccharis halimifolia
15
Y
FAC
be present, unless disturbed or problematic.
Taraxacum officinale
10
Y
FACU
Definitions of Four Vegetation Strata:
3.
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
Sapling/Shrub — Woody plants, excluding vines, less
6.
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb — All herbaceous (non -woody) plants, regardless
9.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine — All woody vines greater than 3.28 ft in
11.
height.
12.
25
= Total Cover
50% of total cover:
12.5
20% of total cover:
5
Woody Vine Stratum (Plot size: 30'r
)
1. Parthenocissus quinquefolia
30
Y
FACU
2. Toxicodendron radicans
25
Y
FAC
3. Smilax rotundifolia
20
Y
FAC
4, Vitas rotundifolia
15
N
FAC
5•
Hydrophytic
90
= Total Cover
Vegetation
50% of total cover:
45
20% of total cover:
18
Present? Yes x No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: A -up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % _ Color (moist) % Type Loc Texture Remarks
J-8 10YR5/3 sandy loam
8-12 10YR5/6
12-24 5YR5/6
sandy loam
sandy clay loam
RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Solls4:
Histosol (Al) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
Reduced Vertic (F18) (MLRA 150A, 1506)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2) El Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6) (MCRA 1538)
Depleted Dark Surface (F7) �❑Red Parent Material (TF2)
Redox Depressions (F8) u -I Very Shallow Dark Sur11 face (TF12)
Marl (F10) (CRR U) Other (Explain in Remarks)
Depleted Ochric (F11) (MCRA 151)
Iron Manganese Masses (F12) (CRR O, P, T) 3lndicators of hydrophytic vegetation and
Umbric Surf
iric Soil Present? Yes No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
ace (F13) (CRR P, T, U)
wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
iric Soil Present? Yes No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Wilson's Mills Sanitary Sewer City/County: Wilson's Mills/Johnston Sampling Date: 5/15/15
plicant/Owner: Town of Wilson's Mills State: NC Sampling Point: B
Investigator(s): M. Hussey The Wooten Company Section, Township, Range:
Landform (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): concave Slope (%): 0-3
Subregion (LRR or MLRA): 133A of LRR P Lat: 35 34'25.19"N Long: 78 20'58.99"W Datum: WGS84
Soil Map Unit Name: Rains NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No -- within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
not shown on NWI
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required]
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
Primary Indicators minimum of one is re uiredo check all that apply)
El
Surface Water (A1) ❑ Aquatic Fauna (B13)
J
High Water Table (A2)
❑ Marl Deposits (B15) (LRR U)
❑ Drainage Patterns (1310)
l�
Saturation (A3)
❑ Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (616)
1J
Water Marks (131)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
Q'
Sediment Deposits (132)
Q Presence of Reduced Iron (C4)
Q Crayfish Burrows (C8)
Drift Deposits (133)
L -t Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
❑
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
❑
Iron Deposits (135)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery
(137)
❑ FAC -Neutral Test (D5)
❑
Water -Stained Leaves (139)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes X
No Depth (inches): 8
4
X
Saturation Present? Yes X
No Depth (inches):
Wetland Hydrology Present? Yes No
(includes capillary fringe
Describe Recorded Data (stream gauge,
_
monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: B
4• Prevalence Index = B/A =
5• Hydrophytic Vegetation Indicators:
6. ❑ 1 - Rapid Test for Hydrophytic Vegetation
7. 2 - Dominance Test is >50%
8. a 3 -Prevalence Index is :53.0'
60 = Total Cover a Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 30 20% of total cover: 12
Herb Stratum (Plot size: 30 r )
Absolute
Dominant Indicator
Dominance Test worksheet:
be present, unless disturbed or problematic.
`free Stratum (Plot size: 30'r )
% Cover
Specips?
Status
Number of Dominant Species
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4,
Pinus taeda
40
Y
FAC
That Are OBL, FACW, or FAC: 9
(A)
2.
Liquidambar styraciflua
30
Y
FAC
g
3.
Salix nigra
g
20
Y
OBL
Total Number of Dominant 9
Species Across All Strata:
(B)
4.
12.
Percent of Dominant Species
— .....
5•
_
Woody Vine Stratum (Plot size: 30'r )
That Are OBL, FACW, or FAC: 100
(A/B)
50 Y FAC
2. Smilax rotundifolia
30 Y FAC
3.
Prevalence Index worksheet:
4.
7.
5•
Hydrophytic
Total % Cover of: Multiply by:
90
=Total Cover
OBL species x 1 =
50% of total cover: 45
20% of total cover:
18
FACW species x 2 =
30'r
FAC species x 3 =
Sapling/Shrub
Stratum (Plot size: 1
1_
Acer rubrum
25
Y
FAC
FACU species x 4 =
UPL species x 5 =
2. Liquidambar styraciflua 20 Y FAC
g.
Ligustrum sinense
15
Y
FAC
Column Totals: (A)
(B)
4• Prevalence Index = B/A =
5• Hydrophytic Vegetation Indicators:
6. ❑ 1 - Rapid Test for Hydrophytic Vegetation
7. 2 - Dominance Test is >50%
8. a 3 -Prevalence Index is :53.0'
60 = Total Cover a Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 30 20% of total cover: 12
Herb Stratum (Plot size: 30 r )
'Indicators of hydric soil and wetland hydrology must
1. Arundinaria gigantea _
50 Y FACW
be present, unless disturbed or problematic.
Boehmeria c lindrica
y
10 N FACW
—
Definitions of Four Vegetation Strata:
3.
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4,
more in diameter at breast height (DBH), regardless of
height.
5.
6.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
7
8.
Herb — All herbaceous (non -woody) plants, regardless
g
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine — All woody vines greater than 3.28 ft in
11.
height.
12.
60 = Total Cover
— .....
50% of total cover: 30
20% of total cover: 12
Woody Vine Stratum (Plot size: 30'r )
1. Vitas rotundifolia
50 Y FAC
2. Smilax rotundifolia
30 Y FAC
3.
4.
5•
Hydrophytic
Remarks: (If observed,
80 = Total Cover Vegetation
50% of total cover: 40 20% of total cover: 16 Present? Yes X No
adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: B
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
cinches Color (moist) % Color (moist) % Type Loc Texture Remarks
J-10 10YR2/1 sandy loam
10-16 10YR6/3 sandy loam
16-26 10YR 6/1 sandy loam
''Type: C=Concentration D=Depletion RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining. M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.) Indicators for Problematic Hydric Soils';
❑
Histosol (Al)
❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
❑
Black Histic (A3)
Hydrogen Sulfide (A4)
Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B)
❑ Loamy Gleyed Matrix (F2) 'D Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
H
Organic Bodies (A6) (LRR P, T, U)
cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (F6) (MLRA 153B)
Depleted Dark Surface (F7) ❑ Red Parent Material (TF2)
H5
Muck Presence (A8) (LRR U)
Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U) Other (Explain in Remarks)
n
Depleted Below Dark Surface (A11)
F] Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T. U) wetland hydrology must be present,
HCoast
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
❑ Reduced Vertic (F18) (MLRA 150A, 1506)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
7
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
0 Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Proiect/Site: Wilson's Mills Sanitary Sewer
-)plicant/owner: Town of Wilson's Mills
investigator(s): M. Hussey The Wooten Company
Landform (hillslope, terrace, etc.):
Subregion (LRR or MLRA): 133A of LRR P
Soil Map Unit Name: Marlboro
City/County: Wilson's Mills/Johnston
State: NC
Section, Township, Range:
Local relief (concave, convex, none):
Lat: 35 34'24.25"N . Long: 78 20' 57.40"W
Sampling Date: 5/15/15
Sampling Point: 13 -up
NWI classification:
Slope (%): 0-10
Datum: WGS84
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X
within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
ogy Indicators:
El
Surface Water (Al)
U Aquatic Fauna (B13)
r7
High Water Table (A2)
❑ Marl Deposits (1315) (LRR U)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
}0
IJ
Water Marks (131)
❑ Oxidized Rhizospheres along Living Roots (C3)
Sediment Deposits (132)
❑ Presence of Reduced Iron (C4)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑
Drift Deposits (133)
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
❑
Iron Deposits (135)
❑ Other (Explain in Remarks)
Q
Inundation Visible on Aerial Imagery
(137)
❑
Water -Stained Leaves (139)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth (inches): 4
two
Surface Soil Cracks (66)
® Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (1310)
❑ Moss Trim Lines (1316)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
Shallow Aquitard (D3)
FAC -Neutral Test (D5)
❑ Sphagnum moss (D8) (LRR T, U)
Saturation Present? Yes No Depth (inches): 3 Wetland Hydrology Present? Yes
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: B -up
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree StraEvrrt (Plot size: 30'r y
% Cover Soecies? Status
Number of Dominant Species
I Pinus taeda
60 Y FAC
That Are OBL, FACW, or FAC: 4 (A)
2. Liquidambar styraciflua
40 N FAC
Total Number of Dominant
6
3.
Species Across All Strata: (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 70 (A/B)
6.
Prevalence Index worksheet:
7.
Total % Cover of: MultiDly by.
OBL species x 1
8.
100 = Total Cover
50% of total cover: 50
20% of total cover: 20
FACW species x 2 =
SaDlinolShrub Stratum (Plot size: 30'r )
FAC species x 3 =
1. Liquidambar styraciflua
40 Y FAC
FACU species X4=
2. Albizia julibrissin (mimosa)
20 Y UPL
UPL species x 5 =
Column Totals: (A) (B)
3.
4.
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
❑ 1 - Rapid Test for Hydrophytic Vegetation
7.
2 - Dominance Test is >50%
8.
a 3 - Prevalence Index is s3.0'
60 = Total Cover
a Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 30
20% of total cover: 12
Herb Stratum (Plot size: 30'r
'Indicators of hydric soil and wetland hydrology must
1. tubus cuneifolius
20 Y FACU
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3•
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5.
height.
6.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
7
8.
Herb - All herbaceous (non -woody) plants, regardless
9
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine - All woody vines greater than 3.28 ft in
11.
height.
12.
20 = Total Cover
50% of total cover: 10
20% of total cover: 4
Woody Vine Stratum (Plot size: 30'r )
1. Campsis radicans
60 Y FAC
2. Vitas rotundifolia 20 Y FAC
3.
4-
5.
Hydrophytic
Vegetation
X No
80 = Total Cover
50% of total cover: 40
20% of total cover: 16
Present? Yes
Remarks: (If observed, list morphologlcal adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point: B -up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) _ _ % Type Loc` Texture Remarks
0-8 10YR5/2 loamy sand
8-20 10YR6/4
sandy clay
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils':
Histosol (Al)
❑
Polyvalue Below Surface (S8) (LRR S, T, U)
❑
_E]
1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Black Histic
Thin Dark Surface (S9) (LRR S, T, U)
Loamy Mucky Mineral (F1) (LRR O)
El
2 cm Muck (At 0) (LRR S)
Reduced Vertic (F18) (outside MLRA 150A,B)
(A3)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_E1
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
H
Depleted Matrix (F3)
lJ
Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
(MLRA 15313)
❑ Red Parent Material (TF2)
_E1
Muck Presence U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
(A8) (LRR
1 cm Muck (A9) (LRR P, T)
❑
Marl (F10) (LRR U)
]] Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
❑
Depleted Ochric (F11) (MLRA 151)
❑
Thick Dark Surface (Al2)
❑
Iron -Manganese Masses (F12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
!]
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
❑
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
n__L 0....L.. _ /0�\ /1 MO n Q T I I%
No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Wilson's Mills Sanitary Sewer City/County: Wilson's Mills/Johnston
)Dlicant/Owner: Town of Wilson's Mills State: NC
nvestigator(s): M. Hussey The Wooten Company Section, Township, Range:
Landform (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none):
Subregion (LRR or MLRA): 133A of LRR P Lat: 35 34'40.06"N Long: 78 21'39.05"W
Soil Map Unit Name: Wehadkee
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation Y Soil N or Hydrology N significantly disturbed?
Are Vegetation N Soil N or Hydrology N naturally problematic?
Sampling Date: 5/15/15
Sampling Point: C
NWI classification:
Slope (%): 0-3
Datum: WGS84
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes X No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Area is in pasture,area not shown on NWI
HYDROLOGY
Hydrology Indicators:
p-�
Surface Water (Al) ❑ Aquatic Fauna (1313)
Table ❑ Marl Deposits (1315) (LRR U)
�
LJ
High Water (A2)
Saturation (A3)❑T Hydrogen Sulfide Odor (Cl)
IJ
Water Marks (131) lJ Oxidized Rhizospheres along Living Roots (C3)
p❑
LI
Sediment Deposits (132) Q Presence of Reduced Iron (C4)
Drift Deposits (133) ❑_ Recent Iron Reduction in Tilled Soils (C6)
Q
Algal Mat or Crust (134) ❑ Thin Muck Surface (C7)
Q
Iron Deposits (135) 0 Other (Explain in Remarks)
a
Inundation Visible on Aerial Imagery (137)
a
Water -Stained Leaves (139)
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Describe Recorded Data
Remarks:
Surface Soil Cracks (66)
❑ Sparsely Vegetated Concave Surface (138)
El Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
IIDry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
II Geomorphic Position (D2)
Shallow Aquitard (D3)
FAC -Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Yes X No Depth (inches):
Yes X No Depth (inches):
Yes X No Depth (inches): Wetland Hydrology Present? Yes X No
m gauge, monitoring well, aerial photos, previous inspections), if available
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: C
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30'r y
°/6 Cover Spectes757 Status
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
2.
Total Number of Dominant
I
Species Across All Strata: 4 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
7.
Total % Cover of: Multiply by:
8.
OBL species x 1 =
= Total Cover
FACW species x 2
50% of total cover:
20% of total cover:
30'r
FAC species X3=
Sapling/Shrub 5treturn (Plot size: J
Y FAC
FACU species x 4 =
1. Liquidambar styraciflua
20
UPL species x 5 =
2.
Column Totals: (A) (B)
3.
4.
Prevalence Index = B/A =
5.
Hydrophytic Vegetation Indicators:
6.
❑ 1 - Rapid Test for Hydrophytic Vegetation
7.
2 - Dominance Test is >50%
8.
Q 3 - Prevalence Index is 53.0'
20 = Total Cover
Q Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 110
20% of total cover: 4
Herb Stratum (Plot size; 30'r )
'Indicators of hydric soil and wetland hydrology must
1. Juncus effusus
50 Y OBL
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Cyperus odoratus 30 Y FACW
3. Ludwigia alternifolia
20 y OBL
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
4
height.
5.
6.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
7
8.
Herb - All herbaceous (non -woody) plants, regardless
9
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine - All woody vines greater than 3.28 ft in
11.
height.
12.
100 = Total Cover
50% of total cover: 50
20% of total cover: 20
Woody Vine Stratum (Plot size: 1
1.
2.
3.
4.
5.
Hydrophytic
Vegetation
X No
= Total Cover
50% of total cover:
20% of total cover:
Present? Yes
Remarks: (If observed, list morphological adaptations below),
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point: C
(Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % TyaeL Loc Texture Remarks
0-8 10YR5/1 sandy loam
8-20 10YR4/3
20+ 10YR6/2
C=
RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
U Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
❑ 1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
❑ Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
❑ Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
i� Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type: _
Depth (inches):
Remarks:
loam
sandy clay
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils':
Polyvalue Below Surface (S8) (LRR S, T, U)
❑
1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleye d Matrix (F2)
❑
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6)
(MLRA 1536)
Red Parent Material (TF2)
Depleted Dark Surface (F7)❑
_0 Very Shallow Dark Surface (TF12)
Redox Depressions (F8)
1:1 Other in Remarks)
Marl (F10) (LRR U)
(Explain
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
31ndicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Reduced Vertic (F18) (MLRA 150A, 1506)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Wilson's Mills Sanitary Sewer
)plicant/Owner: _
investigator(s): M
Town of Wilson's Mills
Hussey The Wooten Company
Landform (hillslope, terrace, etc.): hillside
Subregion (LRR or MLRA): 133A Of LRR P
Soil Map Unit Name: Nason
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation Y Soil N or Hydrology N significantly disturbed?
Are Vegetation N Soil N or Hydrology N naturally problematic?
City/County: Wilson's Mills/Johnston
State: NC
Section, Township, Range:
Local relief (concave, convex, none):
Lat: 35 34'41.32"N Long: 78 21'39.56"W
Sampling Date: 5/15/15
Sampling Point: C -up
NWI classification:
No (If no, explain in Remarks.)
Slope (%): 0-10
Datum: WGS84
Are "Normal Circumstances" present? Yes X No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes . No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
sampled area is in pasture
HYDROLOGY
Wetland Hydrology Indicators:
Primary
Indicators minimum of one is re uired- check all that a I
❑
Surface Water (Al) ❑ Aquatic Fauna (613)
High Water Table (A2)
❑ Marl Deposits (B15) (LRR U)
L7
Saturation (A3)
Hydrogen Sulfide Odor (C1)
Water Marks (131)
1❑ -t
LJ Oxidized Rhizospheres along Living Roots (C3)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
_
Q
Drift Deposits (133)
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
a
Iron Deposits (65)
0 Other (Explain in Remarks)
F-1 Inundation Visible on Aerial Imagery (67)
a Water -Stained Leaves (139)
Field Observations:
❑ Surface Soil Cracks (66)
❑ Sparsely Vegetated Concave Surface (138)
t❑ Drainage Patterns (B10)
t—! Moss Trim Lines (616)
❑ Dry -Season Water Table (C2)
QCrayfish Burrows (C8)
II Saturation Visible on Aerial Imagery (C9)
Geomorphic Position (D2)
Shallow Aquitard (D3)
II FAC -Neutral Test (D5)
Sphagnum moss (D8) (LRR T, U)
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches): Wetland Hydrology Present? Yes
(includes caoillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: )
2.
3.
4.
5.
F
7.
8.
50% of total cover:
Saolina/Shrub Stratum (Plot size: 7
1.
2.
3.
4.
5.
6.
7.
8.
50% of total cover:
Herb Stratum (Plot size: 30'r
1. Festuca rubra
Trifolium repens
3. Eupatorium capillifolium
4.
5.
6.
7.
8.
9.
10.
11.
12.
50% of total cover: 50
Woody Vine Stratum (Plot size: l
1.
2.
3.
4.
5.
50% of total cover:
Absolute Uominant Incicator
% Cover Soecies? Status
= Total Cover
20% of total cover:
= Total Cover
20% of total cover:
60 Y FACU
30 Y FACU
10 N FACU
100 = Total Cover
20% of total cover: 20
(If observed, list morphological adaptations below),
= Total Cover
20% of total cover:
Sampling Point: C -up
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 0 (A)
Total Number of Dominant
Species Across All Strata: 2 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 0 (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiolv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = BJA =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
g2 - Dominance Test is >50%
a3 - Prevalence Index is :53.01
a Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
on: (Describe to the depth needed to document the indicator or
Depth Matrix Redox f=eatures
(inched Color (moist) % Color (moist) % Tvoe Loc
0-10 10YR6/4
10-20 10YR5/8
Sampling Point: C -up
the absence of indicators.)
Texture Remarks
sandy loam
silty clay
'Type! C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Linin2, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Solis':
❑ Histosol (Al)
0 Polyvalue Below Surface (S8) (LRR S, T, U)
❑ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
H Loamy Mucky Mineral (LRR O)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18) (outside MLRA 150A,B)
Black Histic (A3)
❑ Hydrogen Sulfide (A4)
(F1)
❑ Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
HStratified
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 153B)
❑
5 cm Mucky Mineral (A7) (LRR P, T, U)
U)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Red Parent Material (TF2)
_E1�--f Very Shallow Dark Surface (TF12)
Muck Presence (A8) (LRR
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
1:1 Other (Explain in Remarks)
Depleted Below Dark Surface (All 1)
Depleted Ochric (F11) (MLRA 151)
❑ Thick Dark Surface (Al2)
F] Iron -Manganese Masses (F12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Prairie Redox (A16) (MLRA 150A)
Umbric Surface (1713) (LRR P, T, U)
wetland hydrology must be present,
❑Coast
Sandy Mucky Mineral (S1) (LRR O S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
p Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (F18) (MLRA 150A, 150B)
�] Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
All Present? Yes No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

Appendix 7: Construction Drawings (reduced scale)

De
TOWN
Q v
o
o
TOWN OF WILSON'S MILLS
NORTH CAROLINA
USDA SEWER SYSTEMS IMPROVEMENTS
JULY 2016
3 5 \1
* 4
�i._'L/ a 7 7ebulon 5y4 264 4 Musc4um �5� 58
_-. •
4 Eagle p 646 Midd`esex 2 2 8
64 i
Bailey
®
Rockwenden 4
td 264 p31
B �' 231 2 ,Ns 64A 2 \ 1
2 '4 2
Garner °
+y'euse 6 1 ;•� a Rock Sims _ J�
•� E 'it b81 Rid e 3
•♦.
;.•�k: - + -` ?
(- I
Clorn.ons 6 4 g
Auburn 1 Educ. Sl. Archer 222 Buckthorn 4
.0 a- Lodga 96 Crossroads 4 2
} 6
ati°J
11 4i
L ama
a.7D Clayton,, 42 2. 3 5. 3 9 1 L
401 McCullers 8
H " a �,
1
SF4
P^ 39 30
)� •� 4 C ` �p
willow spring 2
/
J 0 ` H 3 .N _
S, 9 O --N 2 2,FVM 1,
® .�`
9 4 i 6 7
I ons gagle Kenly.•
'IIs M'cro 3 T 1 1 5 2225 8 y
50
B 4
+ Selm m
6'O 1 3 4 Freo
6 i'•
{ 5
Smithfield i2 1
9 2
E 4 Pi 3
210 12 3 Pine Level j ne Arco
•�'♦
A- Marnerd a� 4 '-. _.4 70A �� Pikevill
�5
Holts Lake2 3 b81 117
70 2
g
`♦•
7`Gr
Four Oak 6
Princeton s
es
ek 4 co is t
® 301 L. ti
2 5 / rA,l•
O B
27
242 23
1
6 10 A'ease `Rosewood
O 5
.L .r• 5
ti 96 i 4 3...
^ x
1 55
lgenson
1
l
701
4
O
F9)Ben7onvllle - .6
3 5D 15 BaRleground�•`•�•�• 681
Erw
Du
1
♦ 242 7 ■ �• Grantham 6 5 5 6
2
2n '
,
♦ , ,� 12 13 W A 111 Y
,8 82 1
't ♦ Dudley
VICINITY MAP
NOT TO SCALE
MAYOR
PHILIP R. WRIGHT
TOWN COUNCIL
KENNETH JONES (MAYOR PRO -TEM)
FLETA BYRD RANDY JERNIGAN
J.C. TRIPLETT JOHNNY C. EASON
TOWN ADMINISTRATOR
o ALICIA GREGORY
TV
THE WOOTEN COMPANY
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
License Number: F-0115
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
PROJECT AREA MAP
NOT TO SCALE
C-1.01 / SHEET 1 OF 47

GENERAL NOTES:
1. ALL PROPOSED UTILITIES TO BE BUILT TO JOHNSTON COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. IF THERE ARE ANY DISCREPANCIES, THE MORE
SEWER
SURVEY
STRINGENT OF THE TWO SHALL BE ADHERED TO.
WATER VALVE
N
�P
EXISTING
NEW
2. EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON THE DRAWINGS. CONTRACTOR SHALL CONTACT UTILITY LOCATE TO CONFIRM THE LOCATIONS OF ALL
(DID NOVALVE
T FIND)
O
EXISTING TELEPHONE, ELECTRICAL AND N CABLES, GAS LINES AND OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTOR
RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES IF DAMAGED, SHALL BE THE
e BM
BENCHMARK
RESPONSIBILITY OF THE CONTRACTOR.
lem
TEMPORARY BENCHMARK
3. THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS-OF-WAY. RIGHTS-OF-WAY AND/OR
®�
CONCRETE MONUMENT
TEMPORARY EASEMENT ARE THE LIMITS FOR CONSTRUCTION.
BLOW OFF
sa+4
o
•
IRON PIPE •
4. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. PROPERTY CORNERS, RIGHTS-OF-WAY LINES, AND
WATER METER
' ~O o
EASEMENTS SHALL BE CLEARLY MARKED FOR CONSTRUCTION LIMITS. ALL DISTURBED PROPERTY CORNERS SHALL BE REPLACED BY A REGISTERED LAND
(DID NOT FIND)
HUB & TACK •
SURVEYOR.
PLUG
C
-W
e
NAIL •
5. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
GAS LINE
LJ.J
EXISTING SIGNS, MAIL BOXES, FENCES, AND STORM SEWER PIPES. FENCES WITHIN RIGHTS-OF-WAY SHALL BE RELOCATED TO THE RIGHT-OF-WAY LINE AND
NAIL & CAP •
FENCES WITHIN EASEMENTS SHALL BE REMOVED UNLESS OTHERWISE NOTED. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
ELECTRIC CABLE
T
®
PK NAIL •
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS
FIBER OPTIC CABLE
TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST.
0
GEOTECHNICAL BORE
7. OPEN CUT PAVED DRIVEWAYS PER SPECIFICATION. PROVIDE PAVEMENT PATCHING PER DETAIL UNPAVED ROADS OR DRIVEWAYS SHALL BE PROVIDED WITH
-�
CONIFEROUS TREE
STONE PER PATCHING DETAIL.
�•C�,
8. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD
t = _ I
DECIDUOUS TREE
SHOULDER TO 10 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND DISTURBED DURING CONSTRUCTION.
�3
9. NEW FORCE MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF T-0", GREATER DEPTHS MAY BE REQUIRED TO AVOID CONFLICTS WITH CULVERT
CIsxR
SHRUB
CROSSINGS, UTILITIES AND OTHER STRUCTURES.
TREE TO BE
10. EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANY TIME, UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER.
REMOVED
11. EDGE OF UTILITY TRENCH SHALL BE NO CLOSER THAN 3 FEET TO THE EXISTING EDGE OF PAVEMENT.,
LANDSCAPING
12. IF ANY OF THE NEW MANHOLE STRUCTURES ARE EXPOSED IN ANY PORTION OF THE ROADWAY SIDE DITCH, THE DITCH SHALL BE PIPED, BACKFILLED, TAMPED,
GRADED FOR POSITIVE DRAINAGE, AND SEEDED. IF CONDITIONS WARRANT PIPING THE DITCH, DRAINAGE STRUCTURES MAY BE REQUIRED; THEREFORE,
TREELINE / WOODSLINE
PLEASE CONTACT THE NCDOT. THE EXISTING DITCH SHALL NOT BE REALIGNED FROM THE ORIGINAL CONDITION WITHOUT APPROVAL FROM THE NCDOT.
- -
- - - - - PROPERTY LINE
13. ALL SEWER SERVICES TO BE INSTALLED TO RIGHT-OF-WAY AT MINIMUM GRADE FROM THE MAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER.
•------
RIGHT -OF -WAV
14. CONTRACTOR TO NOTIFY MIKE KEEN; WITH JOHNSTON COUNTY UTILITIES, AT 919-989-5075 PRIOR TO BEGINNING WORK.
- •
- - EXISTING UTILITY EASEMENT
15. THE LIMITS OF DISTURBANCE SHALL BE THE RIGHT-OF-WAY, PERMANENT EASEMENT OR TEMPORARY EASEMENT.
...-..-..-..-
NEW TCE
16. SANITARY SEWER SERVICES ON EXISTING LINES SHALL BE SEALTITES TEE BY GENERAL ENGINEERING COMPANY, OR EQUAL.
(TEMPORARY CONSTRUCTION EASEMENT)
_._._._._
NEW PUE
EROSION CONTROL NOTES
(PUBLIC UTIDTV EASEMENT)
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES.
3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER.
4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF DUE TO LAND DISTURBING ACTIVITIES WITH STONE CHECK DAM OR ARC FILTER AS APPROPRIATE FOR
SITE CONDITIONS.
5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP WITHIN 15 DAYS OF DISTURBANCE.
6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED
BY ENGINEER.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
B. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATER BAG AS MANUFACTURED BY DANDY OR EQUAL.
9. TEMPORARY CHECK DAMS SHALL BE ESTABLISHED AT LOW END OF WORK AS THE JOB PROGRESSES.
10. SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF.
EROSION CONTROL SEQUENCE
1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS.
2. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (919-791-4200) FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATION.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AN REMOVE ACCUMULATED
SEDIMENT WHEN HALF FULL, RECORD INSPECTION ON STORM WATER INSPECTION FORMS. SUBMIT FORMS EACH MONTH WITH PAY REQUEST.
S. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREA WITHIN FIFTEEN (1S) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL
DEVICES, DRESS -OUT AREA, AND SEED AND MULCH.
8. AT ALL STREAM CROSSINGS, UTILIZE STREAM PUMP AROUND AND DEWATERING BAGS, AS SHOWN ON DETAIL SHEET.
3
FONT STYLES
PROPOSED FEATURES
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DRAWN BY:
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CHECKED BY:
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PROJECT NO.:
2875-P
DATE:
JULY 2016
SCALE
AS NOTED
SHEET 2 OF 47
C-0.02

/ I Z Z
< INDEX OF DRAWINGS O
1 t1\T_ I \\\ /l 3;:g; I //, \ ✓ C-0.01 COVERSHEET QQ� oti
L - _ _ _ - _ - _ L - - -_- -_-_ i / _I \ \ C-0.02 LEGEND / GENERAL NOTES / INDEX OF DRAWINGS
NITARY E/WE-r� \\///\\ C•0.03 LOCATION MAP/SHEET KEY �FD O
C-1.01 Off WILSON'S MILLS RD. to WILSON'S MILLS RD, STA. 10+00 to 24+50 8" SANITARY SEWER Q Z cc
cc W
/ i i I / / / � \ C-1.02 WILSON'S MILLS RD. to POPLAR DR. STA. 24+50 to 38+18.24 8" SANITARY SEWER z ly a. W
\ t / -\ \ \ C-1.03 PEAR TREE W. STA, 10+00 to 20+40.75 8" SANITARY SEWER
/\ \,. C-1.04 BARTLETT MILLING PROPERTY STA. 10+00 to 24+50 8" SANITARY SEWER LL
8"SANITARY SEWER > / /--- \ \ 1
-1S` / i I /� \ / / \ \ \ 1 C-1.05 BARTL.E17 MILLING to NCRR ROW to CORIANDER LN. STA. 24+50 to 39+50 8" SANITARY SEWER p w
\ I / t ✓ I I \ \ C-1.06 CORIANDER W. to PRICKET LN. STA. 39+50 to 54+00 8" SANITARY SEWER G
C-1.07 PRICKET LN. to POWHATAN RD. STA. 54+00 to 68+62.58 8" SANITARY SEWER i 2�
C-1.08 NCRR ROW to ANTLER DR. STA. 10+00 to 24+50 8" SANITARY SEWER F
I,- ct C-1.09 ANTLER DR. STA. 24+50 to 35+35.50 8" SANITARY SEWER w w
a, / -L- \ / C-1.10 DEER FLAG LN.
--_------� /\ Wit, \ \/ `\�' /-- -1- \ I I STA. 10+00 to 19+21.22 8" SANITARY SEWER
/ �• \ 8" SANITARY 1 _ I �'1 I - \\/ X \/ j` w` / / / , \ _, , ( \ \\\ \ \ I C-1.11 ROE LN. STA. 10+00 to 13+03.02 8" SANITARY SEWER a a
,� ,� I \ 8" SANITARY / 8" EWER
SANITARY \ ---1111 I ' f \ �- �\/
\'PMSG\ I 1 /L/\ \ \\ I SEWER \ / `�2p2- SEWER \ 1�J I' \ �\ \ \\ �i \ I-` �� /� C-2.01 Off PARKER ST. to PARKER ST. STA. 10+00 to 24+00 8" SANITARY SEWER
'```o,•p��� 1 8"SANITARY \ \ I- ` \l \1 1 i'` L I _
/ ✓ 1 SEWER \ I �' ' I 8" SANITARY / 7}�- �1 \ \ , \ I / / / C-2.02 PARKER ST. to POWHATAN RD. STA. 24+00 to 38+09.79 8" SANITARY SEWER
8" SANITARY SEWER �11� `- �,-��� TT- --L \ y \�\ \ \ \ / \ i• C-2.03 DEER FLAG LN. STA. 10+00 to 14+98.22 8" SANITARY SEWER
I \ SEWER t \ 1 1 i R 1 - TI -I I r \ \\'lj�i�� ' /\ �l \/ POWHATAN RD. to HARRISON RD. STA. 10+00 to 18+33.24 8" SANITARY SEWER
^r 1' X/ / /\ C-2.04 POWHATAN RD. STA. 10+00 to 23+22.13 8" SANITARY SEWER
17:-1 \ j✓� / C-2.05 HARRISON RD. STA. 10+00 to 20+68.48 8" SANITARY SEWER
\ _-- �� e1� 1 ✓ Y''�/ ' \ \ J •'��\`" j�\ / > f / C-2.06 FIRE DEPARTMENT RD. STA. 0+00 [0 5+75.39 8" SANITARY SEWER Q o
�\ I c-1.05` ca�,snd' n ezus T ��l �'_�.�� z
C-3.01 Off SWIFT CREEK RD. to SWIFT CREEK RD. STA. 10+00 to 24+00 6" SANITARY SEWER
Ot
t \ \. / ,( \ / / ✓ \ C-3.02 SWIFT CREEK RD. STA. 24+00 to 32+54.23 8" SANITARY SEWER U d o ~
\C- -� \ i\ i \- \ j ,� c-2._66- \ I \ \ ✓ \ / \ / �� \ / ✓ o
1 </ WILSON'S MILLS RD. STA. 23+50 to 27+01.38 8" SANITARY SEWER Z
�� / \ C-3.03 WILSON'S MILLS RD. STA. 30+00 to 23+50 8" SANITARY SEWER y,I
8" SANITARY `r \ 8"SANITARY SEWER \ \ / \ �`\' \ \ i� _� ✓� STA. 30+00 bo 14+68,03 8" SANITARY SEWER '
B" SANITARY -�"' '' o ` �� \ \ _ \ STA. 10+00 W 12+50.00 8" SANITARY SEWER O a
\ \ C-3.04 FIRST ST.
�\�� SEWER C{ro \ .SEWER Orl,%' $ c'+ -�� i-- \ I \ \\ \ \ice✓ \ DANIEL RD. ~ R
_ I %- a `v Ex. Lockwood Dr. ---/\ \ /\� \
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/� - ✓ \ _ \ / - C4.01 CATAWBA RD. to WILSON'S MILLS RD. to MAIN ST. STA. 10+00 to 23+50 8" SANITARY SEWER W
8" SANITARY -r -y �. :$$ \ I o / ,� C-z.W - _ -- -
_ Il �' _ 8" SANITARY `- c -z04 / / / u /rI 1 -- C4.02 MAIN ST. to NCRR STA. 23+50 [0 38+50 8" SANITARY SEWER
SEWER - C4.03 MAIN ST. STA. 38+50 to 53+00 8" SANITARY SEWER = o
.Y $
8" SA
\ \ \-j-- -<*o I-�- �\ ---- H
I- -� SEWER ,� ` SEWER / o,Pa \ C4.04 WILSON'S MILLS RD. STA. 10+00 to 12+95.69 B" SANITARY SEWER
- WILSON'S MILLS RD. EXT. STA. 10+00 to 13+34.42 8" SANITARY SEWER
/\ _ WILSON'S MILLS RD. EXT. STA. 10+00 to 12+10.94 8" SANITARY SEWER
8" SANITARY // `
g -tea`\ // �t ---- - I 04.05 JONE'S RD.
SEWER 2 `�a'P�y 1 / /'x/
oy' I I STA. 10+00 to 23+00 8" SANITARY SEWER
I f \ /I \ C4.06 JONE'S RD. ! SHEARIN RD. / LOWELL Cr. STA. 23+00 to 30+14.55 8" SANITARY SEWER
_ Off MAIN Si. STA. 10+00 to 12+97.02 8" SANITARY SEWER Q
8" SANITARY. / / /\ v .' tltd.-�-� I _ _
Property of o `\ SEWER. / \ ��-D"t \ \ I I -�-- Off MAIN Si. STA. 10+00 to 30+87.76 8" SANITARY SEWER Z
clio3 BarderfMRing Co. LP `£�� /� /\�4a'\\./ \ \\ C�-{ I I _ - C-0.07 MAIN Si. STA. 10+00 to 16+23.04 8" SANITARY SEWER 7
clo ----L. _I- C4.08 CATAWBA RD. STA. 7+81.26 to 10+00 8"SANITARY SEWER
MICTHNER DR. / WILSON'S MILLS RD. STA. 0+59.40 to 10+00 8" SANITARY SEWER u
/ L L - - \, f E johneron Co. \ B"`SANITARY ` o meq'\ \ \ - �'� - - -' _ - C-0.09 MAIN Si. STA. 53+00 to 55+81.18 8" SANITARY SEWER
\ , Pump Station `\-SEWER `"��✓ tiS.� \\ V\ \ \ _-- - ----- CROSS SECTIONS AT RAIL ROAD = N
2 z
l l `\ ✓ ,\ ``\ S Y - - 8" SANITARY SEWER C-5.01 PUMP STATION to RENEE DR. to SHEARIN RD. STA. 10+00 to 22+50 8" SANITARY SEWER Z W W
Renee Dr.
8" SANITARY SEWER\` -- _ 4" SEWER FORCE MAIN of 2 Y
I\\ \M�_ ' \ \ _ _ 4" FORCE MAIN -� 6" WATER LINE � I-
o �\ 'P\Wilson'sM'R \ A '� / 8" SANRARY SEWER \ 6" WATER LINE C-5.02 Off RENEE DR. to JONE'S RD. STA. 10+00 to 24+30.68 8" SANITARY SEWER 0 W W
\- J( _teyschool uf" / �/\ - T as.ot RENEE DR. C-5.03 ]ONE'S RD. STA. 10+00 to 13+98 8" SANITARY SEWER d =
8" SANITARY SEWER 1 PUMP STATION Off SHEARIN RD. STA. 10+00 to 13+78.54 8" SANITARY SEWER g N
C-5.04 SHEARIN RD. Z O
- STA. 22+50 to 26+41.40 4" SEWER FORCE MAIN O vt \ Z
Town Ha/ \ `� . 8" SANITARY SEWER _ - - 6" WATER LINE h
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8" SANITARY SEWER_
I / / \ / \ � _ � i• C-6.01 PUMP STATION SITE PLAN &DETAILS N
C-6.02 PUMP STATION DETAILS 0 LA Z
8" SANITARY SEWER /\ / 6" WATER LINE_ _ c-s.ot 1 C-6.03 PUMP STATION & SANITARY SEWER DETAILS O of Z
\/ /� g L- / II C-6.04 MISCELLANEOUS DETAILS 3 Lu lJ
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B" SANITARY' \ \� / \n C / / / ter' ` 4" FORCE I I 0-6.06 RAILROAD CROSS SECTIONS & DETAILS O
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8" SANITARY SEWER I I E-1.01 ELECTRICAL ABBREVIATIONS, LEGEND, NOTES AND SITE PLAN O J
SANITARY o / `. / / / I a Rd. vt
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PROJECT NO.:
2875-P
DATE:
k'\
JULY 2016
� \ % SCALE:AS NOTED
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SHEET KEY / LOCATION MAP
500' 250' o Soo' 1,000' 1,500'
SCALE: 1" = 500'
SHEET 3 or 47
C-0.03

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PRN: 168606774976 \ Purr@fir
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20' PERMANENT UTILITY
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MANHOLE No. 100
BEGIN STA. 10+00.00 STA. 30+35.63
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1F 245° 10'21"
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2. ALL PIPES WITHIN THE NCRR R/W MUST BE DUCTILE IRON. ALL PIPE JOINTS WITHIN THE
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3. INSTALLATION OF GRAVITY SEWER WITHIN NCRR R/W, FROM MANHOLE NO, 414 TO
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4. DISTANCE FROM MP 104 TO MP 103 IS 5,522.29 LF.
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NOTES: MATCH LINE STA. 22+50
1. CONTRACTOR NOT TO DISTURB SEPTIC REPAIR FIELD UNTIL AFTER C3 '"
PUMP STATION IS ACTIVE AND SEWER FROM HOGUE PROPERTY IS \\ SEE SHEET C-5.04 Z z
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2. CONTACT LARRY SULLIVAN (919-989-5180), WITH JOHNSTON COUNTY
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ENVIRONMENTAL HEALTH DEPARTMENT, FOR ON SITE INSPECTION OF /F°i 6 I _ I W ¢ u
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NOTES:
1. CONTRACTOR NOT TO DISTURB EXISTING SEPTIC PUMP TANKS AND
FORCE MAINS TO SEPTIC DRAIN FIELDS. IF EXISTING FORCE MAINS NEW ARE IN CONFLICT WITH W GRAVITY SEWER OR MANHOLES, NOTIFY
ENGINEER IMMEDIATELY. CONTRACTOR TO RE-ROUTE FORCE MAIN
IF NECESSARY. COORDINATE ANY RE-ROUTE WORK WITH ENGINEER,
JOHNSON COUNTY, COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
(LARRY SULLIVAN, 919-989-5180), AND PROPERTY OWNER.
Pond
\ Pr9pertya \\GQ. 1neslMWyn&%_,T D
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ON ELEV.
ON ELEV.
ALARM ELEV.
ELEVATION
ELEVATION
(fTJ
(GPM)
(FT.)
(HP)
ELEV. (Fr.)
ELEV. (FT)
(FT.)
(FT.)
(FT.)
(FT)
(FT.)
(FT.)
(FT)
8
100
52
10
213.5
191.64
213
194.64
195.14
196.64
197.14
214.5
198.64
FLANGE COUPLING
ADAPTER
GUIDE BARS PVC OR D.I.
FORCE MAIN
GRAVITY SANITARY SEWER
J�—
OUTSIDE SWING ARM
OR INCOMING FORCE MAIN
S.S. JUNCTION BOX FOR CONTROL PANEL
CHECK VALVE
THICKNESS TO PREVENT FLOTATION
VALVE VAULT MIN.
PUMP POWER CABLES & SEE RAINHO )D DETAIL
4'Wx5'L INSIDE DIMENSIONS
LIQUID LEVEL CABLES
S.S. CABLE HOLDER
PLUG VALVE
CONCRETE THRUST COLLAR
Name
PLANWETWELL
JOHNSTON COUNTY
Department of Public Utilities 11
P.O. Box 2263 M/
Smithfield, NC 27577
6" 90•, D.I. RISER W/ QUICK
�—
z d
S.S. CHAIN HOOK
INSIDE OF WETWELL INCLUDING ALL PIPING
CONNECT COUPLING 2'
z
SHALL BE FACTORY EPDXY COATED MIN. 50 MIL
Q INVERT IN = 198.64HIGH
ABOVE GRADE
- N F
LEVEL ALARM ON PRESSURE GAUGES SHALL BE
REDUCER & 6" MJ
O y
2
INSTALLED ON DISCHARGE SIDE
COUNTY PRIOR TO INSTALLATION.
GATE VALVE AND BOX
Z 0
a a
OF EACH CHECK VALVE, TAPS
;,.
TEE W/ BLOCKING
z
DIP FOR GAUGES SHALL BE
PUMP
TEE W/ BLOCKING
a a
FLANGE COUPLING
ADAPTER
GUIDE BARS PVC OR D.I.
FORCE MAIN
GRAVITY SANITARY SEWER
J�—
m �
? C
o -
az
OR INCOMING FORCE MAIN
CL WELL PRECAST CONCRETE
TOP SLAB = 213.5Ai
THICKNESS TO PREVENT FLOTATION
VALVE VAULT MIN.
BRACKET
rr S
SA -SR.
/ GUIDE
4'Wx5'L INSIDE DIMENSIONS
FLANGE COUPLING ADAPTER
DEPTH AS REQUIRED
NOT TO SCALE
Name
PLANWETWELL
JOHNSTON COUNTY
Department of Public Utilities 11
P.O. Box 2263 M/
Smithfield, NC 27577
NDE
NOT
10 GPM SUMP PUMP
INSIDE OF WETWELL INCLUDING ALL PIPING
Checked By:
SHALL BE FACTORY EPDXY COATED MIN. 50 MIL
Q INVERT IN = 198.64HIGH
Scale:
SURFACE DRY. EPDXY SEALER PRIME COATING
LEVEL ALARM ON PRESSURE GAUGES SHALL BE
AND FINISH COATING SHALL BE APPROVED BY
linit.
INSTALLED ON DISCHARGE SIDE
COUNTY PRIOR TO INSTALLATION.
S.S. JUNCTION BOX
MIN. 18'ABOVE SLAB
W/"SEALOFFS"FOR
PUMP LEAD CONDUITS S.S. CABLE HOLDER
AND S.S. UNISTRUTS —
MIN. 4"0 SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETETOP
POWER CABLE I Al " '"
PRE -CAST REINFORCED �//Ill III 8'MIN. I.D.
CONCRETE WET WELL 90" BEND -
- MIN. 5'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MIN.
LOADING RATE
�-- CONCRETE THRUST COLLAR
TOP SLAB = 213.5Ai
THICKNESS TO PREVENT FLOTATION
- UPPER GUIDE WALL SLEEVE
BRACKET
rr S
SA -SR.
/ GUIDE
/
�-- MIN. 3'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MIN.
LOADING RATE
MIN. 1 1/2' SCH 40 PVC SUMP DISCHARGE
SHALL BE FASTENED TO WALL W/
S.S. PIPE CLAMPS. DISHCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL VALVE.
- PRESSURE GAUGE
FINISHED GRADE
�
OUTSIDE
fflI SIDE SWING ARM
CHECK VAVLE
PLUG VALVE W MIN. COVER
aJ� D.I. DISCHARGE
GRAVITY SANITARY LL
QBOTTOM ELEVATION = 191.64 J
Property o/,
�-- CONCRETE THRUST COLLAR
SEWER LINE
THICKNESS TO PREVENT FLOTATION
�i
r wed
FLOOR SHALL SLOPE TO SUMP PIT
LIQUID LEVEL
SENSORS
FLANGE COUPLING ADAPTER
NOT TO SCALE
Name
SUMP PIT MIN. 15"x15"x12" DEPTH
JOHNSTON COUNTY
Department of Public Utilities 11
P.O. Box 2263 M/
Smithfield, NC 27577
SANITARY SEWER
STANDARD DETAIL
Submersible Pump
Station Plan & Section
PAGE
4c
v7
10 GPM SUMP PUMP
Checked By:
MIN. 6* ABC STONE NOTE:
Q INVERT IN = 198.64HIGH
Scale:
LEVEL ALARM ON PRESSURE GAUGES SHALL BE
I I
linit.
INSTALLED ON DISCHARGE SIDE
LAG PUMP ON
OF EACH CHECK VALVE, TAPS
LEAD PUMP ON
DIP FOR GAUGES SHALL BE
PUMP
DISCHARGE CONNECTION INSTALLED ON UPSTREAM SIDE
GROUT
OF CHECK VALVE.
PUMPS OFF
WETWELL SHALL HAVE
EXTENDED BASE SET
(ALSO ALTERNATES
INTO BASE SLAB
LEAD/LAG SEQUENCES)
�11 RENEE DRIVE PUMP STATION WETWELL
C-6.01 NOT TO SCALE
T --_� \\
\ eEasement ___
NOTES:
\ 1. CONTRACTOR NOT TO DISTURB SEPTIC REPAIR FIELD UNTIL AFTER
PUMP STATION IS ACTIVE AND SEWER FROM HOGUE PROPERTY IS
DIRECTED TO THE NEW PUMP STATION. \
i 2. CONTACT LARRY SULLIVAN (919-989-5180), WITH JOHNSTON COUNTY i\ Fart // �,o
ENVIRONMENTAL HEALTH DEPARTMENT, FOR ON SITE INSPECTION OF
ACTIVE PUMP STATION, HOGUE PROPERTY AND SEPTIC REPAIR FIELD / / sS/ / 1 �v
PRIOR TO ANY ABANDONMENT OF SEPTIC REPAIR FIELD. / tidy / Yds
r� 3. ASPHALT DRIVEWAY NOT TO BE INSTALLED UNTIL HOGUE PROPERTY /
I ` IS TIED TO GRAVITY SEWER. °'/
I N 6IP �1
WETWELL No. 500
Woods \ BEGIN STA. 10+00 I " 1
f Woods '1 ' / GENERATOR PAD 11
'1 & ) MANHOLE No. 501 I / I 1
BASKET STRAINER �rab� UIPMENT RACK -
STA. CONTROL PANEL RACK
90° 00' 00" EJP Sp, p" CHAINLINK FENCE
1 ly i MAGMETER & MANHOLE / /
o ` 4 PLUG &VALVE / PROPOSED CONTOUR
5' TEMPORARY II / ELEV.: 212.0
11 I CONSTRUCTION EASEMENT .t-
`� BEND AREA LIGHT,
1 5' PERMANENT UTILITY EASEMENT 11
I / 4"x4" TEE
11 1 4" SS FORCE MAIN X r I
11 BEGIN STA. 30+42.97 X� N
RPZ BACKFLOW PREVENTER I VALVE VAULT \
I I
TEMPORARY
Pmpenyof W. BYPASS CONNECTION'
MCCS
I °rmi & David & j I '
/ll 1 Md'ormldl.ad.e ey I I A, i /k h� I 'I WOOds
PIN.. 1696 57-7994I 'O AIR RELEASE MANHOLE
ti DB: Bao56PC 0321 I / 4"x4" TEE /.WW CROSS 'I
8" SANITARY SEWER
I 4" -PLUG VALVE
(SEE SHEET C-5.01) / 'I
4" SEWER FORCE MAIN / o" ;
1 (SEE SHEET C-5.01) / —Pp -y
I I i ° 46',0, SFP lhamp—Terry E. I
I / ° �( POJ: 169601157-9968
I p_ DB: : aw.
FFE: 219.41 it 'vl o. ,�•° o 05958PG
YARD HYDRANT / 'r�Dp,�. / l�
I II / ,°�° /o. • , 4" -PLUG VALVE 1 4`90" BEN �RY D eta 'I IJ
I i oo°/• 40' R / 16' DBL
HUNG GATE
I i � '• ry jd � , '11
DO
Woods � Woods %q ro 100' R o ¢P
/WATER METER a • " ASPHALT DRIVE i
CONSTRUCTION ° �� m� (8" CABG, 2" 59.SA) Woods
ENTRANCE ° ° "D .L' / / BACKUP SEPTIC FIELD (NOT TO BE
STURBED UNTIL PUMP STATION
30 LF OF TEMPORARY --"'R CP ,L c / IS ACTIVE AND HOGUE PROPERTY
UNDER CONSTRUCTION - _ - ,o ° ° / E/Pj SANITARY SEWER SERVICE ROUTED ✓/ i
ENTRANCE `"rn" _ ,-� _
/DI
TO PUMP STATION)
MANHOLE No. 502
A. 12+40.07
Th°mpsom Terra' E i 4 250° 48' 37'
-' PAF 16960OZ7- W
DB: 05956PG OXi� I
/77_� NEW15"RCP
F- /
A ----
- I"
-1" WATER
SERVICE
""--
QBOTTOM ELEVATION = 191.64 J
Property o/,
CONIC. BASE SLAB FOR LEVELING -
Hogue,Georgiaruu Beltzinne
PA!16%W69-OJ19
\ D8.0.8584 x:o�9
THICKNESS TO PREVENT FLOTATION
�i
r wed
MUST MAINTAIN PUMP WITH
MANUFACTURER'S RECOMMENDED CLEARANCE
TYPICAL SECTION - WETWELL
NOT TO SCALE
Name
Date—�
JOHNSTON COUNTY
Department of Public Utilities 11
P.O. Box 2263 M/
Smithfield, NC 27577
SANITARY SEWER
STANDARD DETAIL
Submersible Pump
Station Plan & Section
PAGE
4c
v7
Drawn By:
Checked By:
Approved By:
Scale:
I I
linit.
Rev. Description Date
�11 RENEE DRIVE PUMP STATION WETWELL
C-6.01 NOT TO SCALE
T --_� \\
\ eEasement ___
NOTES:
\ 1. CONTRACTOR NOT TO DISTURB SEPTIC REPAIR FIELD UNTIL AFTER
PUMP STATION IS ACTIVE AND SEWER FROM HOGUE PROPERTY IS
DIRECTED TO THE NEW PUMP STATION. \
i 2. CONTACT LARRY SULLIVAN (919-989-5180), WITH JOHNSTON COUNTY i\ Fart // �,o
ENVIRONMENTAL HEALTH DEPARTMENT, FOR ON SITE INSPECTION OF
ACTIVE PUMP STATION, HOGUE PROPERTY AND SEPTIC REPAIR FIELD / / sS/ / 1 �v
PRIOR TO ANY ABANDONMENT OF SEPTIC REPAIR FIELD. / tidy / Yds
r� 3. ASPHALT DRIVEWAY NOT TO BE INSTALLED UNTIL HOGUE PROPERTY /
I ` IS TIED TO GRAVITY SEWER. °'/
I N 6IP �1
WETWELL No. 500
Woods \ BEGIN STA. 10+00 I " 1
f Woods '1 ' / GENERATOR PAD 11
'1 & ) MANHOLE No. 501 I / I 1
BASKET STRAINER �rab� UIPMENT RACK -
STA. CONTROL PANEL RACK
90° 00' 00" EJP Sp, p" CHAINLINK FENCE
1 ly i MAGMETER & MANHOLE / /
o ` 4 PLUG &VALVE / PROPOSED CONTOUR
5' TEMPORARY II / ELEV.: 212.0
11 I CONSTRUCTION EASEMENT .t-
`� BEND AREA LIGHT,
1 5' PERMANENT UTILITY EASEMENT 11
I / 4"x4" TEE
11 1 4" SS FORCE MAIN X r I
11 BEGIN STA. 30+42.97 X� N
RPZ BACKFLOW PREVENTER I VALVE VAULT \
I I
TEMPORARY
Pmpenyof W. BYPASS CONNECTION'
MCCS
I °rmi & David & j I '
/ll 1 Md'ormldl.ad.e ey I I A, i /k h� I 'I WOOds
PIN.. 1696 57-7994I 'O AIR RELEASE MANHOLE
ti DB: Bao56PC 0321 I / 4"x4" TEE /.WW CROSS 'I
8" SANITARY SEWER
I 4" -PLUG VALVE
(SEE SHEET C-5.01) / 'I
4" SEWER FORCE MAIN / o" ;
1 (SEE SHEET C-5.01) / —Pp -y
I I i ° 46',0, SFP lhamp—Terry E. I
I / ° �( POJ: 169601157-9968
I p_ DB: : aw.
FFE: 219.41 it 'vl o. ,�•° o 05958PG
YARD HYDRANT / 'r�Dp,�. / l�
I II / ,°�° /o. • , 4" -PLUG VALVE 1 4`90" BEN �RY D eta 'I IJ
I i oo°/• 40' R / 16' DBL
HUNG GATE
I i � '• ry jd � , '11
DO
Woods � Woods %q ro 100' R o ¢P
/WATER METER a • " ASPHALT DRIVE i
CONSTRUCTION ° �� m� (8" CABG, 2" 59.SA) Woods
ENTRANCE ° ° "D .L' / / BACKUP SEPTIC FIELD (NOT TO BE
STURBED UNTIL PUMP STATION
30 LF OF TEMPORARY --"'R CP ,L c / IS ACTIVE AND HOGUE PROPERTY
UNDER CONSTRUCTION - _ - ,o ° ° / E/Pj SANITARY SEWER SERVICE ROUTED ✓/ i
ENTRANCE `"rn" _ ,-� _
/DI
TO PUMP STATION)
MANHOLE No. 502
A. 12+40.07
Th°mpsom Terra' E i 4 250° 48' 37'
-' PAF 16960OZ7- W
DB: 05956PG OXi� I
/77_� NEW15"RCP
F- /
A ----
- I"
-1" WATER
SERVICE
""--
v t
Property o/,
\
Hogue,Georgiaruu Beltzinne
PA!16%W69-OJ19
\ D8.0.8584 x:o�9
/ 1
//
4r $%• 0
�i
r wed
SIP
vT N
0
II —' 208-_-1
' 1 1
I � 1
1 v
T
1
11
11
1`I
1
1�
�i
_ 1
Pro
x q„e,wirers. A
- '1 111 Hu 4 Geo arms Hmvnne
ea r8
POJ: 169600-67-0]19
OB: 08584PG'L�9
� 1
11 11
HSE 1 11
177E,207.49, 1
1 i 1
1 1,
111
1 1
111
1' 1
11 0g; 1 111 111 1 '1
i 1 11 1 1
1
1 111 1
2 RENEE DRIVE PUMP STATION SITE
C-6.01 SCALE: 1" = 20'
20' 10' 0 20' 40' 60'
SCALE: 1" = 20'
1 1
I
DESIGNED BY:
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE:
JULY 2016
SCALE:
AS NOTED
SHEET 38 OF 47
FINAL DRAWING
NOT RELEASED C-6.01
^_ " O 7
FOR CONSTRUCTION l I

N
O
U
b
b
U
mw,cu..cw"we /, � I Mx.xnxxn
I I I
aow °0 00 �mr_
o°o
BASKET STRAINER MANHOLE
BASKET STRAINER MANHOLE
BASKET STRAINER MANHOLE I z BASKET STRAINER MANHOLE
NOT TO SCALE Cfi.02 NOT TO SCALE
VARIES (SEE MANUFACTURER)
L/ X3/8" BASE PLATE N
REDUCED PRESSURE PRINCIPLE OR
BACKFLOWASSEMBLY
I I
VARIES
STAINLESS STEEL
w_
SOCKET
(SEE MANUFACTURER)
-ms
DOUBLE CHECK
%51 JIB CRANE AND BASE DETAIL
m =
Cfi.02 NOT TO SCALE
VALVE ASSEMBLY
CLASS 1OR CLASS 2 ASSE
1060 INSULATED
WEATHERPROOF ENCLOSURE
4" GFCI
ANCHORED TO CONCRETE
6
CL
ELECTRICAL
OR APPROVED FIBERGLASS
MIN.
.
RECEPTACLE
0
w
MOUNTING PAD
THREADED UNION
BALL VALVE
W <
DRAIN PORT - PROVIDE
ELECTRICAL
�¢
POSITIVE DRAINAGE OUT
z
HEAT TAPE
OF ENCLOSURE (MINIMUM
OVER
ENTIRE
TWICE THE SIZE OF RPZ) 6"
o
DEVICE
uwwi
MIN.
1" CLEAR
ISI..
'r Itil rrl..l ,
m
4" 3000 PSICONCRETE SLAB.
MINIMUM
MIN. 2"
ANNULAR
Z
DIMENSIONS PER BOX
6" OPENING
AREA
MANUFACTURER SPECIFICATIONS
a+
FLOW
rr
FLOW
NOTES:
1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY
WITH ASSE 1013 & AWWA C511.
2. DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE
1015 & AWWA C510.
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN 5 -FT OF THE
METER BOX.
4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON CONCRETE OR APPROVED
FIBERGLASS MOUNTING PAD AND CENTERED WITHIN ENCLOSURE.
5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060 WEATHERPROOF ENCLOSURE
REQUIRED (HEATING OPTIONAL).
6. 120V GFCIELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE
NC ELECTRICAL CODE FOR OUTDOOR OPERATION.
7. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER), COPPER (TYPE K) OR BRASS
(ASTM B43).
8. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN ORDINANCES AND
SPECIFICATIONS IN ADDITION TO THE NC PLUMBING CODE.
9. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF
BACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS.
m.u.wm o ' Ku•. x,x"xroanown Pvr�
I TYPICAL CHAIN LINK FENCE DETAIL
�t
1
a7
FLOOR DRAIN
FLANGED ADAPTOR /
/
At\
\\
UM
CH
HOLE STEPS
CHAIN LINK FENCE
NOT TO SCALE
4" PVC GRAVITY SEWER
TO WETWELL,
MINIMUM SLOPE 1.D%
NEW S. I.D. PRECAST
CONG MANHOLE
�\
1
// NEW 6"I
/ FL. x P.E.
6" MAGNETIC FLOW METER
(INSTALLED PER MANUFACR
RECOMMENDATIONS)
-NEW 6" PLUG
VALVE & BOX
90" BEND \b__ Il
PLAN
S'LD. PRECAST CONC. MANHOLE
ACCESS HATCH FALL
PROTECTION, AS INDICATED IN
PROJECTSPECIFICATIONS
TOP EL. = 205.0
GF
OUTLET
4
PROVIDE CONC. PIPE —
SUPPORTS AS REQUIRED
6" THK. CAST-IN-PLACE—
CONC. PAD
V ABC
DRAIN
VALVE & BOX
—NEW 6"x6"x6" TEE
A
NEW 6'
90° BEND
CORE DRILL, SEAL ANNULAR
SPACE AROUND CONDUITS
WITH APPROVED SEALANT
—SEAL OPENING WITH
6". MASONRY AND GROL
s ;M REBAR ® 12" O. C.E.W.
BOOR DRAIN
SECTION "A -A"
N p
1" RPZ BACK FLOW PREVENTOR FLOW METER VAULT
4 O WOI' fb SALE C-6.02 NOT TO SCALE C-6.02 NOT TO SCALE
4 GATE DETAIL
Cf NOT TO SCALE
a/.• wr
3/4" S 1" YARD HYDRANT
3/4" & I" YARD HYDRANT
NOT TO SCALE
io BYPASS PUMPING CONNECTION
2-6.02 NOT TO SCALE
CONNECT
STAINLESS STEEL CHAIN
1/4-S.S. CABLE -T
D -L WINCH ASSEMBLY r
z 0
f-
WU
QLLJ QQ
Q¢Z N
Z
JO0 O 0
<zCr >
z ad
HOOK LL
STATIC
LOOP
STAINLESS STEEL
TUBE DAVIT
STAINLESS STEEL WEEP HOLE
TUBE MAST I
L/ X3/8" BASE PLATE N
FLOOR MOUNTED
CD
U ` LL
STAINLESS STEEL
w_
SOCKET
O
-ms
O
%51 JIB CRANE AND BASE DETAIL
m =
Cfi.02 NOT TO SCALE
L -LI z
S -
/-9-1 3/4" & I" WATER METER SERVICE
STANDARD WATER TAP
NOT TO SCALE
Q
Z
0
O
Q
U
H
CZ
O W
Z N
W —)
0 w
Z (�
w
()
W
3 ti Z
O g
Z LU W
u
N
Z QQ
O �
•P1". c1111.1
SEAL
38
DESIGNED BY:
BJPO
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE
JULY 2016
SCALE:
AS NOTED
SHEET 39 OF 47 I

r11 RAINHOOD DETAIL
1�c!v NOT TO SCALE
(Z STANDARD PRECAST CONCRETE MANHOLE
k,t.03
NOT TO SCALE
w. �.
POLYPROPYLENE PLASTIC STEP
POLYPROPYLENE PLASTIC MANHOLE STEP
JUNCTION BOX & MOTOR CONTROL PANEL
NOT TO SCALE
INSIDE DROP MANHOLE
C6.03 NOT
NOT TO SCALE
Ti -IlmLI-IT7
STORM SEWER CROSSING DETAILS
E
40
:T
TYPICAL STORM SEWER CROSSING
NOT TO SCALE
"loll,
—50*
Tr
zrwE STANDARD MANHOLE F;Z-EZCOVER
STANDARD MANHOLE FRAME & COVER
NOT TO SCALE
VENT Tweauaa
=Ma
rre are emuen RAT TOP -HOLE
Tl
CONE TOP —OLE
TYPICAL VENTED MANHOLE
Tm�
TYPICAL VENTED MANHOLE
NOT TO SCALE
wlrHA
__E M =I
—T—
=wm ZL
TYPICAL SEWER SERVICE CONNECTION
TYPICAL SEWER SERVICE CONNECTION
ID
faPME
STANDARD OUTFALL MANHOLE FRAME & COVER
STANDARD OUTFALL MANHOLE FRAME
r41 & COVER
\C �o NOT TO SCALE
TYPICAL MANHOLE INVERT
11-1 I -ER
1 341
r81 TYPICAL MANHOLE INVERT
\2!y NOT TO SCALE
AIR VACUUM/RELEASE
MANHOLE FOR FORCE MAIN
ggg-
VALVE IN MANHOLE
NOT TO SCALE
Z ZO
UJ CC
LIJ z
ocz 0
I.—o —
00
zcr
z 0
LL. ce
8
DESIGNED BY
BJpo
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE:
JULY 2016
SCALE:
AS NOTED
SHEET 40 OF 47
C-6.03

(21 SANITARY SEWER PIPE LAYING CONDITIONS
C-6.04 NOT TO SCALE
LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD
(ONE FLAGGER OPERATION)
NOES:
1. A SINGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME
APPLICATIONS. WHERE ONE FLAGGER IS USED, SUCH AS FOR SHORT
WORK AREAS ON STRAIGHT ROADWAYS, THE FLAGGER MUST BE VISIBLE
TO APPROACHING TRAFFIC FROM BOTH DIRECTIONS.
2. FOR OPERATIONS OF 60 MINUTES OR LESS, THE "ROAD WORK
AHEAD" SIGN MAY BE OMITTED
3, FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A
200 FOOT SIGN SPACING MAY BE USED.
4. ALL WORK ZONE SIGNAGE SHALL CONFORM TO MUTCD
AND NCDOT SPECIFICATIONS.
TRAFFIC CONTROL
NOT TO SCALE
w. vo��vml `n
nom...
�� mu�cnD�ori'on�in
11. —N.
PIPE LAYING CONDITIONS
SANITARY SEWER PIPE LAYING CONDITIONS
LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD
(TWO FLAGGER OPERATION)
ROAD
WORK
AHEAD
200)500'
4
*NELAN
AHEAD
7
(200') 500"
(200') 500"-
200'
TO
300'
(200') 500"
LE ROAD
WORK
(OPTIONAL)
SPEED BUFFER
LIMIT (FT)
35 200
45 350
55 400
V END ROAD
WORK
(OPTIONAL)
400'
IL
100'
Q BUFFER
50' MIN
TO TAPER
00 MAX
50
500'
Y NE LAN
ROAD
AHEAD
500' (200')
ROAD
WORK
AHEAD
NOTES:
1. FOR OPERATIONS OF 60 MINUTES OR LESS, THE "ROAD WORK
AHEAD" SIGN MAY BE OMITTED.
2. FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A
200 FOOT SIGN SPACING MAY BE USED.
3. GENERALLY, THE USE OF "END ROAD WORK" SIGNS IS OPTIONAL FOR
SHORT DURATION WORK SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS
LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISIBLE
TO A DRIVER PASSING THROUGH IT, THEN "END OF WORK"
SIGNS SHOULD BE USED.
4. ALL WORK ZONE SIGNAGE SHALL CONFORM TO MUTCD
AND NCDOT SPECIFICATIONS.
PIPE LAYING CONDITION
FORCE MAIN PIPE LAYING CONDITIONS
NOT TO SCALE
wrua,oL- 1 �V I it
A m A
', r_I
AERIAL PIPE SUPPORTS DETAIL
b
P
1. PAVEMENT ON NON -STATE ROADS SHALL BE 2. OPEN CUT OF NCDOT ROADWAYS WILL NOT BE `
REPAIRED WITHIN A MAXIMUM OF THREE (3) ALLOWED WITHOUT PRIOR APPROVAL FROM Z ZO
DAYS FROM THE DATE THE CUT WAS MADE. THE NCDOT DISTRICT ENGINEER. j Lp 0
PAVEMENT SHALL BE EXISTING PAVEMENT Q Q j
SAW CUT TO PROVIDE D D D C B J I -
It
A CLEAN EDGE (fYP.) Q Z z
Z
O
SAWCUT AFTER_J00 0of 8
TRENCH HAS BEEN Q Z Ir 1
BACKFILLED(TYP.) z Fz
A A A p
SAWCUT PRIOR TO U -
TRENCH
TRENCH EXCAVATION O O p
(TYP.) _
7
ASPHALT UNPAVED PRIVATE ASPHALT
PAVED ROADS ROADS PAVED DRIVE w
(NON -STATE ROADS) E
f^ � f^ a
A. AREA TO BE TAMPED.
B. 6" OF CRUSHED STONE.
C. 2" BITUMINOUS CONCRETE SURFACE COURSE A
TYP S9.5A.
z
7
D. B"CRUSHED STONE. PRIVATE
CL
E. NEW CONCRETE i4' THICKER THAN EXISTING CONCRETE DRIVE m �,
CONCRETE, BUT NO CASE LESS THAN 6 INCHES THICK. ' C) w LL
NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES. W v A
CS KIK
CD
�1 CUTTING & REPLACING PAVEMENT 0 m w
C-6.04 NOT TO SCALE Lu z
AERIAL PIPE SUPPORTS DETAIL
C-6.04 NOT TO SCALE Al
PAVEMENT i ROADWAY
5' FROM
BOTTOM OF
o FILL SLOPE
STEEL PIPE SUPPORT i
TWO PER JOINT AND
[-ENDS
NDSEAL ONE AT EACH END OF i i o
ZGASKET ENCASEMENT PIPE nn,n
N (TYP,) (SEE SPECIFICATIONS) _
2'
Ff�
OFL MJJ DIIPTS 2' (TYP.) 3'
(TYP. (MAX:
STEEL ENCASEMENT
PIPE
PIPE INSTALLATION IN STEEL ENCASEMENT
NOT TO SCALE 1 0
ROAD
WORK
0®0®
AHEAD
aama
a®moo
000
(200') 500'
oa�0
ONE LAN
AHEAD
0
50' - 100'
(zoo') 500"
�
Q
0
A
(200') 500"
A
A
A
BUFFER
A
50' MIN
Q
TO TAPER
A
100' MAX
SPEED BUFFER
500' (200')
LIMIT
200
35 200
45 350
55 400
5001(200')
NE LAN
ROAD
AHEAD
j
5001(200')
L'
,( ROAD
WORK
_ _
AHEAD
NOES:
1. A SINGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME
APPLICATIONS. WHERE ONE FLAGGER IS USED, SUCH AS FOR SHORT
WORK AREAS ON STRAIGHT ROADWAYS, THE FLAGGER MUST BE VISIBLE
TO APPROACHING TRAFFIC FROM BOTH DIRECTIONS.
2. FOR OPERATIONS OF 60 MINUTES OR LESS, THE "ROAD WORK
AHEAD" SIGN MAY BE OMITTED
3, FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A
200 FOOT SIGN SPACING MAY BE USED.
4. ALL WORK ZONE SIGNAGE SHALL CONFORM TO MUTCD
AND NCDOT SPECIFICATIONS.
TRAFFIC CONTROL
NOT TO SCALE
w. vo��vml `n
nom...
�� mu�cnD�ori'on�in
11. —N.
PIPE LAYING CONDITIONS
SANITARY SEWER PIPE LAYING CONDITIONS
LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD
(TWO FLAGGER OPERATION)
ROAD
WORK
AHEAD
200)500'
4
*NELAN
AHEAD
7
(200') 500"
(200') 500"-
200'
TO
300'
(200') 500"
LE ROAD
WORK
(OPTIONAL)
SPEED BUFFER
LIMIT (FT)
35 200
45 350
55 400
V END ROAD
WORK
(OPTIONAL)
400'
IL
100'
Q BUFFER
50' MIN
TO TAPER
00 MAX
50
500'
Y NE LAN
ROAD
AHEAD
500' (200')
ROAD
WORK
AHEAD
NOTES:
1. FOR OPERATIONS OF 60 MINUTES OR LESS, THE "ROAD WORK
AHEAD" SIGN MAY BE OMITTED.
2. FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A
200 FOOT SIGN SPACING MAY BE USED.
3. GENERALLY, THE USE OF "END ROAD WORK" SIGNS IS OPTIONAL FOR
SHORT DURATION WORK SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS
LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISIBLE
TO A DRIVER PASSING THROUGH IT, THEN "END OF WORK"
SIGNS SHOULD BE USED.
4. ALL WORK ZONE SIGNAGE SHALL CONFORM TO MUTCD
AND NCDOT SPECIFICATIONS.
PIPE LAYING CONDITION
FORCE MAIN PIPE LAYING CONDITIONS
NOT TO SCALE
wrua,oL- 1 �V I it
A m A
', r_I
AERIAL PIPE SUPPORTS DETAIL
b
P
1. PAVEMENT ON NON -STATE ROADS SHALL BE 2. OPEN CUT OF NCDOT ROADWAYS WILL NOT BE `
REPAIRED WITHIN A MAXIMUM OF THREE (3) ALLOWED WITHOUT PRIOR APPROVAL FROM Z ZO
DAYS FROM THE DATE THE CUT WAS MADE. THE NCDOT DISTRICT ENGINEER. j Lp 0
PAVEMENT SHALL BE EXISTING PAVEMENT Q Q j
SAW CUT TO PROVIDE D D D C B J I -
It
A CLEAN EDGE (fYP.) Q Z z
Z
O
SAWCUT AFTER_J00 0of 8
TRENCH HAS BEEN Q Z Ir 1
BACKFILLED(TYP.) z Fz
A A A p
SAWCUT PRIOR TO U -
TRENCH
TRENCH EXCAVATION O O p
(TYP.) _
7
ASPHALT UNPAVED PRIVATE ASPHALT
PAVED ROADS ROADS PAVED DRIVE w
(NON -STATE ROADS) E
f^ � f^ a
A. AREA TO BE TAMPED.
B. 6" OF CRUSHED STONE.
C. 2" BITUMINOUS CONCRETE SURFACE COURSE A
TYP S9.5A.
z
7
D. B"CRUSHED STONE. PRIVATE
CL
E. NEW CONCRETE i4' THICKER THAN EXISTING CONCRETE DRIVE m �,
CONCRETE, BUT NO CASE LESS THAN 6 INCHES THICK. ' C) w LL
NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES. W v A
CS KIK
CD
�1 CUTTING & REPLACING PAVEMENT 0 m w
C-6.04 NOT TO SCALE Lu z
AERIAL PIPE SUPPORTS DETAIL
C-6.04 NOT TO SCALE Al
PAVEMENT i ROADWAY
5' FROM
BOTTOM OF
o FILL SLOPE
STEEL PIPE SUPPORT i
TWO PER JOINT AND
[-ENDS
NDSEAL ONE AT EACH END OF i i o
ZGASKET ENCASEMENT PIPE nn,n
N (TYP,) (SEE SPECIFICATIONS) _
2'
Ff�
OFL MJJ DIIPTS 2' (TYP.) 3'
(TYP. (MAX:
STEEL ENCASEMENT
PIPE
PIPE INSTALLATION IN STEEL ENCASEMENT
NOT TO SCALE 1 0
•ppSH CARp''..
SEA
3B 9
DESIGNED BY:
BJPO
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE:
JULY 2016
SCALE:
AS NOTED
SHEET 41 OF 47
SLOPE PROTECTION / BANK STABILIZATIONI C-6.04
0
NOT TO SCALE 1
0a�a
0®0®
aama
a®moo
000
oa�0
•ppSH CARp''..
SEA
3B 9
DESIGNED BY:
BJPO
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE:
JULY 2016
SCALE:
AS NOTED
SHEET 41 OF 47
SLOPE PROTECTION / BANK STABILIZATIONI C-6.04
0
NOT TO SCALE 1

O
J
a
AGGREGATE
NOTE:
1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON ENTRANCE
AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED AND
CLEANED IMMEDIATELY.
CONSTRUCTION ENTRANCE
NOT TO SCALE
HIGH STRENGTH STRAPPING
PROVIDE HIGH STRENGTH FOR HOLDING HOSE IN PLACE
DOUBLE STITCHED I
TYPE SEAMS
SEWN IN SPOUT
OPENING TO ACCOMODATE
UP TO 4 -INCH DISCHARGE
HOSE
NOTES:
A) POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL ANCHOR DITCH IS 9"X9" AND FILL IS TO BE
COMPACTED.
B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT
TRAP.
C) CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL FROM ENGINEER.
PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIP RAP
9PNI ARi-
Sp EP
AGGREGATE UNDERLAYMENT DETAIL. CC
(3 -IN THICK NCDOT NO. 57
STONE)
BOTTOM
NOTES:
1. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE
WITH A MIN. SURFACE AREA OF 223 SQUARE FEET PER SIDE.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING
A DOUBLE NEEDLE MACHING WITH HIGH STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4848
TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON -WOVEN FABRIC.
S. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT x
PRE -DISTURBANCE HYDROLOGY IS NOT CHANGED.
DEWATERING BAG
NOT TO SCALE
z SILT FENCE
C-6.05 NOT TO SCALE
APPROVED DEWATERING DEVICE (SILT BAG)
PROVIDE POSITIVE DRAINAGE FROM SILT BAG
TO STREAM STREAM DIVERSION
PUMPS
DISCHARGE HOSES
INTAKE HOSE
i DEWA7ERNG PUMP
FLOW \..[FLOW
LNTA(E HOSE \\\
SEDIMENT DALE CLEAR WATER DIKE-
SUMP'MOLE OR POOL
_ -- -"-' 0 IS" DEEP, 2' DIA)
WORK MEA
LENGTH NOT TO EXCEED
THAT WHICH CM BE
COMPLETE IN ONE DAY
NOTES
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK
AREA AND STREAM FLOW SHALL BE PUMPED MOUND THE WORK AREA THE PUMP SHOULD
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RM OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE
LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM
SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM.
3. AT THE END OF EACH WORK DAY,THE DISTURBED CHANNEL SHALL BE MATTED.
4. CONTRACTOR SHALL BACKFLL TRENCH AT THE END OF EACH DAY AND RESTORE AREA TO
ORIGINAL CONDITION.
K_61 TEMPORARY PUMP AROUND
C-6.05 NOT TO SCALE
NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
NCDOT CLASS "A" STONE
(2 TO 61NCHES)
ROCK CHECK DAM
NOT TO SCALE
SILT FENCE KEYED INTO RIPRTA7P DAM REMOVE SILT FENCE ABOVE DAM
II Tl T-0• n/ II
#57 WASHED STONE
FULL FACE OF DAM,
'FRONT
I I U N SILT FENCE AT
��ff LJ CENTER OF DAM
SILT FENCE CONTINUES FRONT VIEW CLASS B RIP -RAP
THROUGH DAM
12" OF #57 WASHED STONE
NOTE:
HEIGHT AND WIDTH DETERMINED FLOWS -
BYEX.
TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED. VARIES
MAINTENANCE: SECTION
1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL CHECK THE STRUCTURE
FOR EROSION, PIPING, AND ROC DISPLACEMENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN.
3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE OUTLET
Cfi.05 NOT TO SCALE
WIRE MESH
AND SELF -INSPECTION FORM:
SILT FILTERING FABRIC
1*9Wm
mUHOu'I
STONE FILTER OF 1" GRAVEL PLACED
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE
AGAINST FENCE WHERE REQUIRED
-0" MAX.
8'0" MAX.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
TOP OF COVER
f
4
O o
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
U
9"
W
INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
APPROVED SILT
14 GAUGE WIRE
r'^ p ANCHOR
FILTERING
FABRIC
BACKING (6"x6"
MAX. OPENING) "' z DITCH
LU g`
1.33 LB/FT
Apr. 15 - Jun. 30 Hulled Common 25O
STEEL POSTS
FRONT
SECTION
NOTES:
A) POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL ANCHOR DITCH IS 9"X9" AND FILL IS TO BE
COMPACTED.
B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT
TRAP.
C) CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL FROM ENGINEER.
PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIP RAP
9PNI ARi-
Sp EP
AGGREGATE UNDERLAYMENT DETAIL. CC
(3 -IN THICK NCDOT NO. 57
STONE)
BOTTOM
NOTES:
1. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE
WITH A MIN. SURFACE AREA OF 223 SQUARE FEET PER SIDE.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING
A DOUBLE NEEDLE MACHING WITH HIGH STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4848
TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON -WOVEN FABRIC.
S. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT x
PRE -DISTURBANCE HYDROLOGY IS NOT CHANGED.
DEWATERING BAG
NOT TO SCALE
z SILT FENCE
C-6.05 NOT TO SCALE
APPROVED DEWATERING DEVICE (SILT BAG)
PROVIDE POSITIVE DRAINAGE FROM SILT BAG
TO STREAM STREAM DIVERSION
PUMPS
DISCHARGE HOSES
INTAKE HOSE
i DEWA7ERNG PUMP
FLOW \..[FLOW
LNTA(E HOSE \\\
SEDIMENT DALE CLEAR WATER DIKE-
SUMP'MOLE OR POOL
_ -- -"-' 0 IS" DEEP, 2' DIA)
WORK MEA
LENGTH NOT TO EXCEED
THAT WHICH CM BE
COMPLETE IN ONE DAY
NOTES
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK
AREA AND STREAM FLOW SHALL BE PUMPED MOUND THE WORK AREA THE PUMP SHOULD
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RM OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE
LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM
SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND STREAM.
3. AT THE END OF EACH WORK DAY,THE DISTURBED CHANNEL SHALL BE MATTED.
4. CONTRACTOR SHALL BACKFLL TRENCH AT THE END OF EACH DAY AND RESTORE AREA TO
ORIGINAL CONDITION.
K_61 TEMPORARY PUMP AROUND
C-6.05 NOT TO SCALE
NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
NCDOT CLASS "A" STONE
(2 TO 61NCHES)
ROCK CHECK DAM
NOT TO SCALE
SILT FENCE KEYED INTO RIPRTA7P DAM REMOVE SILT FENCE ABOVE DAM
II Tl T-0• n/ II
#57 WASHED STONE
FULL FACE OF DAM,
'FRONT
I I U N SILT FENCE AT
��ff LJ CENTER OF DAM
SILT FENCE CONTINUES FRONT VIEW CLASS B RIP -RAP
THROUGH DAM
12" OF #57 WASHED STONE
NOTE:
HEIGHT AND WIDTH DETERMINED FLOWS -
BYEX.
TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED. VARIES
MAINTENANCE: SECTION
1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL CHECK THE STRUCTURE
FOR EROSION, PIPING, AND ROC DISPLACEMENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN.
3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE OUTLET
Cfi.05 NOT TO SCALE
GASKET BETWEEN
FRAME SEAT
)LT (TYP. OF 4)
WATERTIGHT MANHOLE RING AND COVER ZL
NOT TO SCALE
rr a. s,.eol..e®• =moiw
NOTIFICATION OF COMBINED SELF-MONITORING
AND SELF -INSPECTION FORM:
EARED HOLES -4 AT 90-
1*9Wm
mUHOu'I
x 1-" STAINLESS
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE
-L (TYPE 316) HEX HEAD BOLTS
FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
d
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
TOP OF COVER
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER, 12010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES MONITORING REPORTS, DWQ AND DEMUR
O o
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
U
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF
W
INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
0 Q«;Nq
MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE
0 =W3
m
OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE
LU g`
ACCESSED AT:
Apr. 15 - Jun. 30 Hulled Common 25O
HTTP:/IPORTAL.NCDENR.ORG/ WEB/LR/EROSION
f— -^
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT
Bermudagrass
(919) 7914200.
GASKET BETWEEN
FRAME SEAT
)LT (TYP. OF 4)
WATERTIGHT MANHOLE RING AND COVER ZL
NOT TO SCALE
rr a. s,.eol..e®• =moiw
x) ..xmyw«..N..e
l) �bNagerohNrYp•u,sJ W'wn
NOTES: -en en�e>a
AT CORNERS
Permanent Seeding (Maximum slope 3:1)
1*9Wm
mUHOu'I
"�
• �"0i �•
imr. i. kmnrown
AND SHALL HAVE Ye" MESH OPENINGS. BURY FABRIC 1'
d
AND EXTEND TO THE TOP OF THE POSTS.
Aug. 15 - Nov. 1 Tall Fescue 300
x) ..xmyw«..N..e
l) �bNagerohNrYp•u,sJ W'wn
NOTES: -en en�e>a
AT CORNERS
Permanent Seeding (Maximum slope 3:1)
1. DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5'
2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.)
Z e
AND SHALL HAVE Ye" MESH OPENINGS. BURY FABRIC 1'
d
AND EXTEND TO THE TOP OF THE POSTS.
Aug. 15 - Nov. 1 Tall Fescue 300
QO
U
3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT
O o
OF STONE AT WIRE MESH SHALL BE 12 INCHES.
U
4. FASTEN FABRIC SECURELY AT THE CORNER POSTS.
W
0 Q«;Nq
%4INLET PROTECTION
0 =W3
m
C-6.05 NOT TO SCALE
LU g`
0 J
Apr. 15 - Jun. 30 Hulled Common 25O
f— -^
SEEDING SCHEDULE
Permanent Seeding (Maximum slope 3:1)
z
Z
Plantina Dates Grass Type Pounds/Acre
Aug. 15 - Nov. 1 Tall Fescue 300
QO
U
Nov. 1 -Mar. 1 Tall Fescue 300
x
,�
& Abruzzi Rye 25
Z
Mar. 1 - Apr. 15 Tall Fescue 300w
Z
�
0 J
Apr. 15 - Jun. 30 Hulled Common 25O
Z
Bermudagrass
g
K
w w
Jul. 1 - Aug. 15** Tall Fescue 120
in
d
O O
& Browntop Millet 35
p
N
N
H O
& Sorghum -Sudan Hybrids 30
w
Z O
3
N
UZ
Lime 4,000
O
kA
Z g
Fertilizer 10-10-10 1,000
Z
0 UJ
Mulch Straw 4,000
O
2w
,rM
Cr N
** Temporary seeding, reseed according to optimum season for permanent seeding.
Q
w
Z
7
p
Permanent Seeding (Slopes from 3:1 to 2:1)
0
Plantina Da Grass Tygq Pounds/Acre
Z
O
Mar 1- lune 1 Sericea Lespedeza 50
0
z
&
p
Mar. 1 - Apr. 15 Add Tall Fescue 120
Mar. 1 - Jun. 30or Add Weeping Lovegrass 10
A,
Mar.
Mar. 1 - Jun. 30or Add Hulled Common 25
e° ...........•
Bermudagrass
EAL �: =
Jun. 1- Sept. 1** Tall Fescue 120
(
& Browntop Millet 35
r.
& Sorghum -Sudan Hybrids 30
Sept. 1 - Mar. i Sericea Lespedeza 70
(unhulled-u nscar'Ified)
& Tall Fescue 120
&
Nov. 1 - Mar. 1 Add Abruzzi Rye 25
Lime 4,000
Fertilizer 10-10-10 1,000
Mulch Straw 4,000
DESIGNED BY:
** Temporary seeding, reseed according to optimum season for permanent seeding.
BJPO
DRAWN BY:
EBM
CHECKED BY:
DLC
PROJECT NO.:
2875.P
DATE:
JULY 2016
SCALE:
AS NOTED
SHEET 42 OF 47
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION C-6.05

RR PIPELINE CROSSING (MH 119 to MH
SCALE: HORZ.= 1' I VERT, 5'
-3
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
• RED COPY ON WHITE BACKGROUND
414
220
Ifs
BOLTS TO BOLT FRAME T SPACER.
• USE 2 LB/FT U -CHANNEL STEEL POST (MIN.), BURY 2' (MIN.)
1�
220
235
-_J
g
I fi fi
6
IMEMEMMMMIM■�9L�MM
235
/ 6 PIPELINE MARKER DETAIL
THEORETICAL R.R. ' �
1
C-6.06 NOT TO SCALE
FRAME AND SPACER.
���■�■■■■■■■■1I■■■
2155
■■I]■■■■■■■�■■■■�
230
immommm
mmI■
, I�Mm�
215
:.
��1�l�
�/-
■r
0
����
ffi
'
MMS
�7
'It■
'
- MMMM
210
- -
SEE!mm■
�
EL, 211.52
mm�mmm�1■�I�■t■I
150 100 50 0 50 100 150
'
■■■■�■■■■■■
■�■�■■■■■■
■■■
■■■■■■
225
■■■■■■■■■111�■�■�
■■■■■■■■■111��
-
1 f
-
318' ILYP.1 S•GRAVITY SEWER
Tr P.7
!
- - - ---
���■I■��■■y■�
- -
�■111l
■■■�I�■�
' irl�
�
IMM
I■_.._.■��I■1■I�■���■II■moi
8" D.I.
i INVERT
SANITARY SEWER
EL.: 222.08
220
_
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I
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SCALE: HORZ = 1' I VERT, 5'
230 o e 230
86 2
_... 14' 14'
_ I — _ w
225 225
-3
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
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414
220
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230 o e 230
86 2
_... 14' 14'
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225 225
RR CROSS SECTION - STA. 45+83
SCALE: HORZ, 1' 1 VERT, S'
-3
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
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414
220
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C-6.06 NOT TO SCALE
FRAME AND SPACER.
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SEE SECT. 4.3.1.f.(6) —
230
ss
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215
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0
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150 100 50 0 50 100 150
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SCALE: HORZ, 1' 1 VERT, S'
150 100 50 0 50 100 150
STA: 55+81
r4--� RR CROSS SECTION - STA. 55+81 (Main St.)
C-6.0 SCALE: HORZ, 1' I VERT, 5'
STANDARD MANHOLE RING
AND COVER (SEE DETAIL)
8"
-3
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
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414
6" MAX. FOR SPACER
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1�
235
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2
C-6.06
C-6.06 NOT TO SCALE
FRAME AND SPACER.
i
230
ss
14'
-
230
0
TAPER UNIT
TOWN OF WILSON'S MILLS
0
MANHOLE STEPS 16" O.C.
100 RAILROAD STREET
225
_
-
1 f
-
318' ILYP.1 S•GRAVITY SEWER
Tr P.7
225
- - - ---
-
- -
x..e BELOW GRADE
11
WITH A RUBBER O-RING
1---
8" D.I.
i INVERT
SANITARY SEWER
EL.: 222.08
220
_
THEORETICAL R.R.
EMBANKEMENT LINE (2:1)
I
1
FOR INFORMATION OR IN
CEMENT GROUT ALL JOINTS
220
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CASE OF RUPTURE CALL:
INSIDE AND OUT
S
SEE SECT. 4.3.1.f.(6)
5'I
J14 '
4' DTA. MIN
1-
EVENING : (XXX) XV-)OOD(
215
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215
150 100 50 0 50 100 150
STA: 55+81
r4--� RR CROSS SECTION - STA. 55+81 (Main St.)
C-6.0 SCALE: HORZ, 1' I VERT, 5'
STANDARD MANHOLE RING
AND COVER (SEE DETAIL)
8"
USE 4 EA. 1/2" S.S. EXPANSION ANCHOR
• RED COPY ON WHITE BACKGROUND
414
6" MAX. FOR SPACER
BOLTS TO BOLT FRAME T SPACER.
• USE 2 LB/FT U -CHANNEL STEEL POST (MIN.), BURY 2' (MIN.)
1�
• MOUNT SIGNS BACK-TO-BACK ON POST
SHEET 43 OF 47
USE ROPE MASTIC SEAL BEETWEENILrJ
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/ 6 PIPELINE MARKER DETAIL
C-6.06
C-6.06 NOT TO SCALE
FRAME AND SPACER.
^
ECCENTRIC
0
TAPER UNIT
TOWN OF WILSON'S MILLS
0
MANHOLE STEPS 16" O.C.
100 RAILROAD STREET
WILSON'S MILLS, NC 27583
318' ILYP.1 S•GRAVITY SEWER
Tr P.7
JOINTS SHALL BE SEALED
x..e BELOW GRADE
WITH A RUBBER O-RING
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GASKET OR ROPE MASTIC SEAL.
FOR INFORMATION OR IN
CEMENT GROUT ALL JOINTS
E®
CASE OF RUPTURE CALL:
INSIDE AND OUT
S
5'I
J14 '
4' DTA. MIN
EVENING : (XXX) XV-)OOD(
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WEE KEND:(XXX)XX%-XXXX
CONCRETE
BENCH
2 2231
112' ITYP.IR
RUBBER BOOT
RUBBER 8007
91!' ITYP.I VS - TYP.I
SIGN DATA
I I
• Y' ALUMINUM PANEL
MIN. 6" GRAVEL BEDDING
NOTE: 18'& DEEPER - 5' DIA.
MANHOLE DETAIL IN PROFILE VIEW
NOT TO SCALE
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9
DESIGNED BY:
BJ PO
CHECKED BY:
DLC
PROJECT NO.:
2875-P
DATE:
JULY 2016
• 3M SCOTCH LTTE "ENGINEER GRADE" SHEETING OR APPROVED EQUAL
• RED COPY ON WHITE BACKGROUND
• MOUNT SIGN PANEL V ABOVE GRADE (MIN.)
• USE 2 LB/FT U -CHANNEL STEEL POST (MIN.), BURY 2' (MIN.)
• MOUNT SIGNS BACK-TO-BACK ON POST
SHEET 43 OF 47
• ADJUST DEPTH BELOW GRADE AS NECESSARY FOR EACH SIGN
—
/ 6 PIPELINE MARKER DETAIL
C-6.06
C-6.06 NOT TO SCALE