20140162 Ver 1_401 Application_20190219

1111
THE
WOOTEN
COMPANY
E N G I N E E R I N G
20 1 40 1 6 2
February 14, 2014
Ms. Laurie Dennison
North Carolina Division of Water Resources, 401 and Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27604
P L A N N I N G Re: Pre - Construction Notification Application
Town of Ahoskie Reclaimed Water Distribution System
A R C FI I T E C T U R E Ahoskie, North Carolina
TWC No. 2277 -JD ►.,, ` ` `
Dear Ms. Dennison: _
120 North Boylan Avenue
Raleigh NC 27603 -1423
919.828.0531
fax [phone]
On behalf of the Town of Ahoskie, we are submitting five (5) copies of the application
regarding the above referenced project. The application fee was sent directly to the Mail
Service Center and should be in the possession of Ms. Laurie Dennison.
• Pre - Construction Notification Application, updated to include wetland mitigation
plan
• Letter from North Carolina Ecosystem Enhancement Program stating that
wetland mitigation credits are available
• Wetland Determination Data Form
• Applicable construction drawings (reduced scale, Sheets 1, 2, 7, 8, 9, 12, 13, 21,
24,25)
• USGS map showing location of project
• SCS Soils map showing location of project
I trust this information is sufficient for your review; however, if you should have any
questions or require additional information, please do not hesitate to contact us. We will
get you any information or clarification needed immediately.
Sincerely,
THE WOOTEN COMPANY
Brian J. P. Oschwald, P.E.
Enclosures: As stated.
Cc: Tony Hammond, Town of Ahoskie (letter only)
TWC File
p
--
AL 1171

OF W ATF9
=i
20140162
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PCN Form
A. Applicant Information -
R.
1. Processing
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑Yes ®No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes ❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes ❑ No
2. Project Information
2a. Name of project:
Wastewater System Improvements Project: Reclaimed Water Distribution System and
Wastewater Collection System Rehabilitation
2b. County:
He
2c. Nearest municipality / town:
Ahoskie
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state
project no:
r
n/a �rfde�r�t°
3. Owne Informatio n ncri
3a. Name(s) on Recorded Deed:
Linear Project
3b. Deed Book and Page No.
Linear Project
3c. Responsible Party (for LLC if
applicable):
Town of Ahoskie
3d. Street address:
201 W. Main Street
3e. City, state, zip:
Ahoskie, NC 27910
3f. Telephone no.:
252 - 332 -5146
3g. Fax no.:
252 - 332 -1643
3h. Email address:
tonyhammond @ahoskie.org
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
N/A
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Brian J P Oschwald, P E
5b
Business name
(if applicable)
The Wooten Company
5c
Street address
120 N Boylan Avenue
5d
City, state, zip
Raleigh, NC 27603
5e
Telephone no
919- 828 -0531
5f
Fax no
919 - 834 -3589
5g
Email address
boschwald @thewootencompany com
Page 2 of 11
PCN Form — Version 1 3 December 10, 2008 Version

A
B. Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
1 b Site coordinates (in decimal degrees)
1 c Property size
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
proposed project
2b Water Quality Classification of nearest receiving water
N/A (Linear project in NCDOT RM/, Town of Ahoskie
Property /Easements
Latitude 36 27 Longitude - 77 01
(DD DDDDDD) ( -DD DDDDDD)
N/A acres
Ahoskie Creek
C NSW
2c River basin Chowan 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
Land uses throughout the project corridor include the Town of Ahoskie WWTP, Eddie Kane Steel factory, Hertford County
Soil and Water Conservation Easement, Ahoskie Recreational Complex, Ahoskie High School,existing utility easements
and along the roadside
3b List the total estimated acreage of all existing wetlands on the property
0 18 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
rExplain rossing of Ahoskie Creek)
he purpose of the proposed project
n currently discharges its effluent water from the WWTP to Ahoskie Creek The purpose of this project is to
e effluent discharge to Ahoskie Creek by constructing a reclaimed water distribution system to convey reclaimed
users through Town Also, to perform sanitary sewer rehabilitation work on a portion of ouffall sewer from
Everett Street to the Town's effluent pump station, Just north of Ahoskie Creek
3e Describe the overall project in detail, including the type of equipment to be used
Project will install a reclaimed water distribution system through Ahoskie, including the construction of approximately
24,000 LF of reclaimed water line ranging in size from 4 -inch to 12 -inch Approximately 2,050 LF of existing sanitary
sewer will be rehabilitated by CIPP methods and approximately 3,700 LF of existing sanitary sewer will be inspected by
CCTV Construction equipment to be used includes front end loaders, rubber tire backhoes and trucks
4. Jurisdictional Determinations
4a Have Jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown
Comments
4b If the Corps made the Jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
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
Page 3 of 11
PCN Form — Version 1 3 December 10, 2008 Version

S. Project History
5a Have permits or certifications been req�the or obtained for
this project (including all prior phases) asty ❑Yes ®No El Unknown
5b If yes, explain in detail according to "help file" instructions
6. Future Project Plans
6a Is this a phased project? ❑Yes ® No
6b If yes, explain
Page 4 of 11
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Trenching for
Reclaimed Water
® Yes
❑ No
® Corps
❑ DWQ
018
Line
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
2g. Total wetland impacts
01
2h Comments See the attached letter from the North Carolina Ecosystem Enhancement Program stating their availability to
provide mitigation credits for the buffer impacts greater than 0 10 acres
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
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Directional Drill
Ahoskie Creek
® PER
❑ INT
❑ Corps
❑ DWQ
40
20
❑ PER
❑ Corps
S2 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S4 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
3h Total stream and tributary impacts
20
31 Comments The reclaimed water line will be installed by directional drilling underneath Ahoskie Creek There will be no
trenching through Ahoskie Creek as a result of this project
Page 5 of 11
PCN Form — Version 1 3 December 10, 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a 4b
Open water Name of waterbody
4c 4d 4e
impact number — (if applicable)
Permanent (P) or
Type of impact Waterbody type Area of impact (acres)
Tern orar T
01 ❑P ❑T N/A
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
5 Pond or Lake Construction
If and or lake construction proposed, then complete the chart below
5a 5b
5c 5d 5e
Pond ID Proposed use or purpose
Wetland Impacts (acres) Stream Impacts (feet) Upland
number of pond
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P 1 N/A
EP2
5f. Total
5g Comments
5h Is a dam high hazard permit required?
51 Expected pond surface area (acres)
❑ Yes ❑ No If yes, permit ID no
5� 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?
❑ Neuse ❑ Tar - Pamlico ❑ Other
❑ Catawba ❑ Randleman
6b Buffer impact 6c 6d
6e 6f 6g
number — Reason
Permanent (P) or for Stream
Buffer Zone 1 impact Zone 2 impact
name mitigation (square feet) (square feet)
Tern orar T im act
re uired?
81 ❑P ❑T
N/A ❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6 of 11
PCN Form — Version 1 3 December 10, 2008 Version

' t
D Impact Justification and Mitigation
1 Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Ahoskie Creek will be crossed by directional drilling methods and the sanitary sewer rehabilitation will be performed by CIPP
Both of these construction techniques are trenchless and therefore minimize direct impacts to sensitive environmental areas
2. Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for ❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is iequned by (check all that apply) ❑DWQ ❑ Corps
2c If yes, which mitigation option will be used for this El Mitigation bank
project? ❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank N/A
3b Credits Purchased (attach receipt and letter)
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
Type I Quantity
4a Approval letter from in -lieu fee program is attached ❑ Yes
4b Stream mitigation requested linear feet
4c If using stream mitigation, stream temperature ❑ warm ❑ cool
4d Buffer mitigation requested (DWQ only) square feet
4e Riparian wetland mitigation requested acres
4f Non - riparian wetland mitigation requested acres
4g Coastal (tidal) wetland mitigation requested acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
❑cold
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ 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
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required.
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)
6h Comments
Page 8 of 11
PCN Form —Version 1 3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
El Yes ®No
1 b If yes, then is a diffuse flow plan included? If no, explain why
Comments No impervious area will be created as a result of this project Erosion
❑ Yes ® No
control devices will be used as necessary during construction
2 Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
0
2b Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c If this project DOES NOT require a Stormwater Management Plan, explain why
2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
This is a linear utility project The stormwater management plan will utilize erosion control devices, including, but not
limited to, silt fence, rock check dams, silt fence outlets and construction entrances There will be no BMPs required for
this project
2e Who will be responsible for the review of the Stormwater Management Plan?
® Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this project?
Town of Ahoskie
❑ Phase II
3b Which of the following locally - implemented stormwater management programs
❑ NSW
apply (check all that apply)
® USMP
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
4a Which of the following state - implemented stormwater management programs apply
❑ HQW
El ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
6 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 9 of 11
PCN Form — Version 1 3 December 10, 2008 Version

I
F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
use of public (federal /state) land? ® Yes ❑ No
lb 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 ® 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
letter ) ® Yes ❑ No
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 ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application? ❑ Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? ❑ Yes ® No
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
There is no anticipated future growth associated with this project Upon completion of the reclaimed water system, it is
possible that additional users will tie onto the system However, at this time there is no future development planned
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
No wastewater produced by this project
Page 10 of 11
PCN Form — Version 1 3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
habitat? ❑ Yes ® No
5b Have you checked with the USFWS concerning Endangered Species Act
impacts? ® Yes ❑ No
5c If yes, indicate the USFWS Field Office you have contacted
® Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U S Fish and Wildlife Services, National Wetlands Inventory, Chowan River Basin Wide Water Quality Plan (September
2007), N C Wildlife Resources Commission, One NC Naturally, Coastal Region Evaluation of Wetland Systems
(CREWS), N C Natural Heritage Program
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat? ❑Yes ®No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N C Natural Heritage Program's Virtual Workroom
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e g , National Historic Trust designation or properties significant in ®Yes El No
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
N C Historical Preservation Office and N C Office of State Archaeology
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain? I ® Yes ❑ No
8b If yes, explain how project meets FEMA requirements Underground utility project There will be no above ground
structures in the floodplain
8c What source(s) did you use to make the floodplain determination? www ncfloodmaps com
Mr Brien Lassiter, Mayor
Applicant/Agent's Printed Name App nt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Page 11 of 11
PCN Form — Version 1 3 December 10, 2008 Version

1--
R cSf�(omt�yegYym t
PROGRAM
January 28, 2014
Tony Hammond
Town of Ahoskie
201 W Main St
Ahoskie, NC 27910
Project: Ahoskie Wastewater System Improvements Project
Expiration of Acceptance: July 28, 2014
County. Hertford
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) 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 NCEEP will be approved by the pen-nit issuing agencies as mitigation
for project impacts It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP 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 SL 2009 -337 An Act to Promote the Use of CompensatoU Mitigation Banks as amended by
S L 2011 -343
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 NCEEP Once NCEEP 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 to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www nceep net
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below
hnpact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer i
(Sq Ft )
Buffer II
(Sq Ft )
Cold
Cool
Warm
Riparian Non-Riparian
Coastal Marsh
Chowan
03010203
0
0
0
0 18 0
0
0
0
Upon receipt of payment, EEP will take responsibility for pi oviding the compensatory mitigation The mitigation will be performed in
accordance with the N C Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010
Thank you for your interest in the NCEEP If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915
Sincerely,
Ja es Stanfill
se anagement Supervisor
cc Karen Higgins, NCDWR Wetlands /401 Unit
Kyle Barnes, USACE - Washington
Anthony Scarbraugh, NCDWR - Washington
g
Brian Oschwald agent
File AG,
RP,StOrLf'L9... f"... PYOtt�ctu2� OGt.Y State MCDE�lR
North Carolina Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 27699 -1652 / 919- 707 -8976 / www nceep net

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site Ahoskie Reclaimed Water City /County Ahoskie /Hertford Sampling Date 7/12/12
Applicant/Owner Town of Ahoskie State NC Sampling Point old wwtp
Investigator(s) Mark Hussey (The Wooten Company) Section, Township, Range
Landform (hdlslope, terrace, etc ) floodplain Local relief (concave, convex, none) concave Slope ( %)
Subregion (LRR or MLRA) 153A of T Lat 36 16 25 622" N Long 76 59'34 154" W Datum WGS84
Sod Map Unit Name Bibb NWI classification PF01 /4A
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 Sod Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two regwred)
II Surface Sod Cracks (136)
❑ Sparsely Vegetated Concave Surface (68)
Primary Indicators (minimum of one is required, check all that apply)
❑
Surface Water (A1) ❑f Aquatic Fauna (1313)
High Water Table (A2)
L-I Marl Deposits (1315) (LRR U)
❑ Drainage Patterns (610)
�Q
ICJ
Saturation (A3)
II Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (1316)
r
Water Marks (131)
Oxidized Rhizospheres along Living Roots (C3)
Dry- Season Water Table (C2)
Sediment Deposits (132)
�II
U Presence of Reduced Iron (C4)
Q Crayfish Burrows (C8)
L+J
Drift Deposits (133)
II Recent Iron Reduction in Tilled Sods (C6)
Q Saturation Visible on Aerial Imagery (C9)
a
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
II Geomorphic Position (D2)
Q
Iron Deposits (135)
Other (Explain in Remarks)
II Shallow Agwtard (D3)
Q
Inundation Visible on Aerial Imagery
(137)
❑ FAC- Neutral Test (D5)
Q
Water - Stained Leaves (139)
Q Sphagnum moss (D8) (LRR T, U)
Field Observations
Surface Water Present? Yes
No X Depth (inches)
Water Table Present? Yes X
No Depth (inches) 8
Saturation Present? Yes X
No Depth (inches) 4
Wetland Hydrology Present? Yes X 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 old wwtp
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
)
% Cover
Species?
Status
Number of Dominant Species
1
Acer rubrum
40
Y
FAC
That Are OBL, FACW, or FAC 7 (A)
2
Ligwdambar styraciflua
30
Y
FAC
Total Number of Dominant
3
Species Across All Strata 8 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC 88 (A/B)
6
Prevalence Index worksheet
7
Total % Cover of Multiply by
8
70
OBL species 5 x 1 = 5
35
=Total Cover
14
FACW species 65 x 2 = 130
50% of total cover
20% of
total cover
145 3 = 435
Sapling
/Shrub Stratum (Plot size 30'R )
FAC species x
1
Acer rubrum
30
Y
FAC
FACU species 10 x 4 = 40
2
Liquidambar styraciflua
20
Y
FAC
UPL species x 5 =
3
Ulmus amencana
10
N
FACW
Column Totals 225 (A) 610 (B)
4
Sahx nigra
5
N
OBL
Prevalence Index = B/A = 2 71
5
Hydrophytic Vegetation Indicators
6
Q 1 - Rapid Test for Hydrophytic Vegetation
7
0 2 - Dominance Test is >50%
8
El 3 - Prevalence Index is <_3 0'
65
= Total Cover
12 Problematic Hydrophytic Vegetation' (Explain)
50% of total cover 32 5
20% of total cover
13
Herb Stratum (Plot size 30'R
)
'Indicators of hydnc sod and wetland hydrology must
1
Arundinana gigantea
40
Y
FACW
be present, unless disturbed or problematic
2
Onoclea sensibdis
15
Y
FACW
Definitions of Four Vegetation Strata
3
Polygonum (spp)
5
N
FAC
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 canes 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
Lonicera japonica
20
Y
FAC
2
Parthenoassus quenquefolia
10
Y
FACU
3
4
5
Hydrophytic
30
= Total Cover
Vegetation
6
Present? Yes X No
50% of total cover 15
20% of
total cover
Remarks (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0

SOIL
Sampling Point Old wwtp
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 -4 10YR3/1
4 -10 10YR4/1
10 -20 7 5YR5/3
'Type C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains
Hydric Soil Indicators (Applicable to all LRRs, unless otherwise noted )
U Histosol (A1)
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)
❑ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed)
Type
Depth (inches)
Linina. M =Matrx
Indicators for Problematic Hydnc Sods'
Polyvalue Below Surface (S8) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U)
T❑
LJ 2 cm Muck (All 0) (LRR S)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2)
_E] Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3)
Anomalous Bright Loamy Sods (F20)
Redox Dark Surface (F6)
(MLRA 153B)
❑
Depleted Dark Surface (F7)
Red Parent Material (TF2)
-❑
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
Marl (F10) (LRR U)
1:1 Other (Explain in Remarks)
Depleted Ochnc (F11) (MLRA 151)
Iron - Manganese Masses (F12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Umbnc Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Delta Ochnc (F17) (MLRA 151)
unless disturbed or problematic
Reduced Vertic (F18) (MLRA 150A, 1508)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydnc Sod Present? Yes X No
Remarks
No data sheet was done for the upland area Upland area adjacent to described wetland
consists of the Town of Ahoskle's old WWTP which Is now being used as a pumping station
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0

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T uWN U F AHUSIE
NORTH CAROLINA
WASTEWATER SYSTEM IMPROVEMENTS PROJECT
RECLAIMED WATER DISTRIBUTION SYSTEM
FEBRUARY 2013
MAYOR
G. BRIEN LASSITER
TOWN COUNCIL
OVERTON S. SUITER JR. (MAYOR PRO -TEMP)
CUTHBERT M. COPELAND ELAINE E. MYERS MAURICE VANN
WINFRED HARDEE
TOWN MANAGER
CHARLES A. HAMMOND
PUBLIC WORKS DIRECTOR
KIRK ROGERS
THE WOOTEN COMPANY
ENGINEERING PLANNING ARCHITECTURE
120 North Boylan Avenue Raleigh NC 27603 -1423
919.828.0531 tax 919 834.3589
License Number: F -0115
tC�,•. 4 IYE�
�. CAM1i26 -�'
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
SHEET lOF 29

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10 10" / B" RECLAIMED WATER LINE - EDGEWOOD DR / LAKEVIEW DR STA 74.50 TO STA 89.50
11 8" RECLAIMED WATER LINE - LAKEVIEW DR / MEMORIAL DR STA 89.50 TO STA 104.50
12 8" RECLAIMED WATER LINE - FORREST OR PUMP STATION STA 104.50 TO STA 119.50
13 8" RECLAIMED WATER LINE - CHURCH ST / CIRCLE DR STA 119.50 TO STA 130.50
6" RECLAIMED WATER LINE - MAIN ST / TALMAGE AVE, STA 130.50 TO STA 134.50
14 6" RECLADED WATER LIKE - TALMAGE AVE / US HWY 561 STA 134.50 TO STA 148.50
15 6" RECLAIMED WATER LINE - US HWY 561 / HERTFORD COUNTY HIGH SCHOOL RD STA 148.50 TO STA 163.50
16 6" RECLAIMED WATER LINE - HERTFORD COUNTY HIGH SCHOOL SITES STA 163.50 TO STA 173.94 05•/-
17 6" RECLAIMED WATER LINE - CURTIS ST STA 0.00 TO STA 14.50
18 6" RECLAIMED WATER LINE - CURTIS ST / ROANOKE CHOWAN HOSPITAL. CONNECTION STA 14.50 TO STA 21.58 30
8' RECLAIMED WATER LINE - JOHNNY MITCHELL RD STA 0.00 TO STA 6.10 14•/-
19 6" RECLAIMED WATER LINE - W CAMLIN ST STA 0.00 TO STA 7.0319
6" RECLAIMED WATER LINE - AHOSKIE PART( SERVICE STA 0.00 TO STA 1.2718•/-
20 4" RECLAIMED WATER LINE - MAN ST STA 0.00 TO STA 8.97 76
21 10" / 4" RECLAIMED WATER LINE - EFFLUENT PUMP STATION STA 0.00 TO STA 11.25 75•/-
22 RECLAIMED WATER PUMP STATION
23 CCTV INSPECTION AREA
24 MISCELLANEOUS DETAILS
25 MISCELLANEOUS DETAILS
26 IRRIGATION PLAN - FOOTBALL /BASEBALL /SOFTBALL /TEEBALL FIELDS
27 IRRIGATION PLAN - MULTI - PURPOSE FIELDS
28 RECLAIMED WATER ELEVATED TANK - ELECTRICAL SITE PLAN
29 RECLAIMED WATER PUMP STATION - ELECTRICAL DETAILS
EROSION CONTROL CONSTRUCTION SEQUENCE
1 CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS
2 NOTIFY ENGINEER AND NCDENR LAID QUALITY SECTION (910-433 -3300)
FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION
OPERATIONS
3 ONCE EROSION CONTROL DEVICES ARE APPROVED BEGIN CONSTRUCTION
OPERATIONS
4 MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING _ -
CONSTRUCTION ASPECT DEVICES AFTER EVERY RAINFALL EVENT AND ` -
REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL RECORD INSPECTION
ON STORM WATER INSPECTION FORMS SUBMIT FORMS EACH MONTH WITH
PAY REQUEST
5 AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL - --
DEVICES AS NEEDED OR DIRECTED BY ENGINEER
® 6 ALL DISTURBED AREA RELATED TO PIPE INSTALLATION SHALL BE FERTLF�D, -'-
LIMED SEEDED AND MULCHED WITHIN 14 DAYS OF COMPLETION OF A14Y
LAID DISTURBING ACTIVITY
7 FOR DISTURBED SLOPES OF 31 AND GREATER, THE DISTURBED AREA SHALL
BE STABILIZED WITHIN 7 DAYS ALL OTHER AREAS SHALL STABILIZED
WITHIN 14 DAYS
1 FGEND
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GENERAL NOTES (CONT)
EROSION CONTROL NOTES (CONT)
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INDEX OF DRAWINGS
EROSION CONTROL CONSTRUCTION SEQUENCE (CONT)
Q 11 THE LIMITS OF DISTURBANCE SHALL BE THE R /W, EASEMENT LINE
9 PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON
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COVERSHEET
8 AFTER SITE IS STABILIZED REQUEST AN INSPECTION BY THE ENGINEER
EDGE OF PAVEMENT OR SILT FENCE WHERE NONE OF THESE
APPLY A LIMITS OF DISTURBANCE LINE IS SHOWN IN PLAN VIEW
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT
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UPON APPROVAL OF SITE STABILIZATION REMOVE TEMPORARY EROSION
CONTROL DEVICES DRESS OUT AREA, AND SEED AND MULCH
•iawL
GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
90 CALENDAR DAYS (WHICHEVER S SHORTER)
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INDEX OF DRAWINGS / LEGEND / GENERAL NOTES / LOCATION MAP
EROSION CONTROL NOTES
DAYS WI
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
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12" RECLAIMED WATER LINE - WWTP ACCESS RD STA 0.00 TO STA 14.6215•/-
GENERAL NOTES
1 INSTALL SILT FENCE OVER d AROUND TOP OF EXISTING PIPE
m
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12" RECLAIMED WATER LINE - JOHNNY MITCHELL RD STA 0.00 TO STA 5.00
1 EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON DRAWING
CONTRACTOR SHALL CONTACT UTILITY LOCATE TO CONFIRM THE LOCATIONS
AND INLETS AT DISTURBED AREAS
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12" RECLAIMED WATER LINE - JOHNNY MITCHELL RD / EDDIE KANE STEEL PROPERTY- STA 5.00 TO STA 20.00
OF ALL EXISTING TELEPHONE, ELECTRICAL. AND TV CABLES GAS LINES
AND OTHER UTILITIES AT LEAST 48 HOUR PRIOR TO COMMENCING WORK
2 INSTALL SILT FENCE AROUND SPOIL PILES
PROVIDE EROSION CONTROL MEASURES AROUND STOCK/
=
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12" RECLAIMED WATER LINE - EDDIE KANE STEEL PROPERTY STA 20.00 TO STA 29.47 43•/-
(EQUALITY STATION) - EDDIE KANE STEEL PROPERTY STA 24.76 51 TO STA 30.00
CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE
EXISTING UTILITIES THE COST TO REPAIR THESE FACILITIES IF
DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
3
WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER
4 PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM
c
I NEW IRRIGATION LINES®
- _
12" / 10" RECLAIMED WATER LINE - AHOSKIE CREEK CROSSING STA 30.00 TO STA 45.00
2 THE CONTRACTOR SHALL NOTIFY NC DOT (252- 332 -4021) AT LEST 24 HOURS
LAND DISTURBING ACTIVITIES WITH SILT FENCE STONE CHECK
Phaski• H1
10" RECLAIMED WATER LINE - PARALLEL TO AHOSKIE CREEK STA 45.00 TO STA 60.00
PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS -OF -WAY R/W TEMPORARY
EASEMENT AND /OR PERMANENT EASEMENTS ARE THE LIMITS FOR CONSTRUCTION
DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS
scnooi NEW 8' RECLAIMED'
WATER LINE
5 REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH
10" RECLAIMED WATER LINE - NC HIGHWAY 42 CROSSING STA 60.00 TO STA 72.50
(EQUALITY STATION) - NC HIGHWAY 42 CROSSING STA 72.39 TO STA 74.50
3 THE CON CORNER MARKERS TAKE PRECAUTIONS NOT TO DISTURB EXISTING EASF2MENTS -
EQUAL DISTURBANCE EATER AMOUNT OF RIP-RAP WITHIN 15 DAYS OF
NEW IRRIGATION LINES©
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10 10" / B" RECLAIMED WATER LINE - EDGEWOOD DR / LAKEVIEW DR STA 74.50 TO STA 89.50
11 8" RECLAIMED WATER LINE - LAKEVIEW DR / MEMORIAL DR STA 89.50 TO STA 104.50
12 8" RECLAIMED WATER LINE - FORREST OR PUMP STATION STA 104.50 TO STA 119.50
13 8" RECLAIMED WATER LINE - CHURCH ST / CIRCLE DR STA 119.50 TO STA 130.50
6" RECLAIMED WATER LINE - MAIN ST / TALMAGE AVE, STA 130.50 TO STA 134.50
14 6" RECLADED WATER LIKE - TALMAGE AVE / US HWY 561 STA 134.50 TO STA 148.50
15 6" RECLAIMED WATER LINE - US HWY 561 / HERTFORD COUNTY HIGH SCHOOL RD STA 148.50 TO STA 163.50
16 6" RECLAIMED WATER LINE - HERTFORD COUNTY HIGH SCHOOL SITES STA 163.50 TO STA 173.94 05•/-
17 6" RECLAIMED WATER LINE - CURTIS ST STA 0.00 TO STA 14.50
18 6" RECLAIMED WATER LINE - CURTIS ST / ROANOKE CHOWAN HOSPITAL. CONNECTION STA 14.50 TO STA 21.58 30
8' RECLAIMED WATER LINE - JOHNNY MITCHELL RD STA 0.00 TO STA 6.10 14•/-
19 6" RECLAIMED WATER LINE - W CAMLIN ST STA 0.00 TO STA 7.0319
6" RECLAIMED WATER LINE - AHOSKIE PART( SERVICE STA 0.00 TO STA 1.2718•/-
20 4" RECLAIMED WATER LINE - MAN ST STA 0.00 TO STA 8.97 76
21 10" / 4" RECLAIMED WATER LINE - EFFLUENT PUMP STATION STA 0.00 TO STA 11.25 75•/-
22 RECLAIMED WATER PUMP STATION
23 CCTV INSPECTION AREA
24 MISCELLANEOUS DETAILS
25 MISCELLANEOUS DETAILS
26 IRRIGATION PLAN - FOOTBALL /BASEBALL /SOFTBALL /TEEBALL FIELDS
27 IRRIGATION PLAN - MULTI - PURPOSE FIELDS
28 RECLAIMED WATER ELEVATED TANK - ELECTRICAL SITE PLAN
29 RECLAIMED WATER PUMP STATION - ELECTRICAL DETAILS
EROSION CONTROL CONSTRUCTION SEQUENCE
1 CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS
2 NOTIFY ENGINEER AND NCDENR LAID QUALITY SECTION (910-433 -3300)
FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION
OPERATIONS
3 ONCE EROSION CONTROL DEVICES ARE APPROVED BEGIN CONSTRUCTION
OPERATIONS
4 MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING _ -
CONSTRUCTION ASPECT DEVICES AFTER EVERY RAINFALL EVENT AND ` -
REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL RECORD INSPECTION
ON STORM WATER INSPECTION FORMS SUBMIT FORMS EACH MONTH WITH
PAY REQUEST
5 AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL - --
DEVICES AS NEEDED OR DIRECTED BY ENGINEER
® 6 ALL DISTURBED AREA RELATED TO PIPE INSTALLATION SHALL BE FERTLF�D, -'-
LIMED SEEDED AND MULCHED WITHIN 14 DAYS OF COMPLETION OF A14Y
LAID DISTURBING ACTIVITY
7 FOR DISTURBED SLOPES OF 31 AND GREATER, THE DISTURBED AREA SHALL
BE STABILIZED WITHIN 7 DAYS ALL OTHER AREAS SHALL STABILIZED
WITHIN 14 DAYS
1 FGEND
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WATER LINE
CORNERS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR 6 WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET
PROTECTION EXISTS BLASS "1" RIP -RAP SHALL BE PLACED
4 TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF AROUND PIPE OUTLET AS DIRECTED BY ENGINEER
THE UTILITY MINOR ITEMS SHALL INCLUDE BUT ARE NOT LIMITED TO EXISTING
SIGNS MAL BOXES, TREES (UNDER 3 INCHES IN DMA.), SHRUBS (UNDER 6 FEET IN 7 PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWA.ES
HEIGHT) AND STORM SEWER PIPES REINSTALL ITEMS TO THEIR ORIGINAL CONDITION AS DIRECTED BY ENGINEER ,
TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENTS INCLUDE COST IN '
THE PER FOOT COST OF THE UTILITY BEING INSTALLED B DITCH LINERS SHALL BE PROVIDED IN Al DITCHES ;
THAT ARE DISTURBED DURING CONSTRUCTION
5 SUPPORT EXISTING POLES, FENCES CULVERTS, PAVEMENT UTILITIES CURBING
PAID OTHER STRUCTURES ,�URING CONSTRUCTION REPAIR DAMAGED ITEMS TO ® 9 PROVIDE GROUND COVER (TEMPORARY OR PERMANENT) -
THEIR ORIGINAL CONDITIOFT AT NO ADDITIONAL COST ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWPIG ^}
COMPLETION OF ANY PHASE OF GRAING AND A PERMANENT
6 OPEN CUT PAVED DRIVEWAYS PER SPECIFICATIONS PROVIDE PAVEMENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15
PATCHING PER DETAIL UNPAVED ROADS OR DRIVEWAYS SHALL BE PROVIDED WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
WITH STONE PER PATCHING DETAIL SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR 14LV 61,
DEVELOPMENT gj _� WATER
7 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH
OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER
TO 10 FT PAST THE OPPOSITE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF
EXISTING DRIVEWAYS AND ROAD DISTURBED DURING CONSTRUCTION
8 NEW RECLAIMED WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER
OF 3' -0 ", GREATER DEPTHS MAY BE REQUIRED TO AVOID CONFLICTS WITH CULVERT
CROSSINGS, UTILITIES AND OTHER STRUCTURES
9 EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANYTIME
UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER
10 EDGE OF UTILITY TRENCH SHALL BE NO CLOSER THAN 3 FEET TO THE EXISTING
EDGE OF PAVEMENT
NEW 8" RECL
WATER LINE '
J` .---- ElPuent Pump
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NEW 4" RECLAIMED
WATER LINE
500' 250 D 500' 1000' 1500'
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SCALE
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SHEET Z5 OF 29
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