20090274 Ver 1_401 Application_20090309

McDAVID AsSOCIATES, INC.
I N C. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
March 17, 2009
09-0274
Ms. Cyndi Karoly
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
NCDENR-DWQ
1650 Mail Service Center
Raleigh, NC 27699-1650
SUBJECT: Additional Information Request
Contract No. 69 - Water Distribution Lines
Northwestern Wayne Sanitary District
Wayne County, NC
Dear Ms. Karoly:
Attached please find the following items:
1. Completed Preconstruction Notification Form including Agent's Authorization Letter
(two copies)
2. Associated Plan Sheets (two copies)
3. Copy of "No Practical Alternatives" Request Letter Dated March 4, 2009
4. Copy of DWQ's Additional Information Requested Letter Dated March 11, 2009
Thank you in advance for your prompt review of these items. If you have any questions
concerning this, please do not hesitate to call me.
Sincerely,
McDAVID ASSOCIATES, INC.
TT:_?_9j_V_X,j I i
F. Tyndall Lewis, P.E.
Goldsboro Office
FTL:
Attachments
cc: NWWSD (w/attachments)
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NW WSD-CN69-WTR-DIST-LINES-DWQ-401-PCN-LTR. doc
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McDAVID AssoCIATES, INC.
I N c. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street - P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
March 4, 2009
Ms. Amy Chapman
NC DENR - DWQ
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I
MAR 6
DENR -WATER QUALI tY
OS AHDSIORh?&OR.K&?TER BRANCH
SUBJECT: `No Practical Alternatives' Request
Contract No. 69 - Water Distribution Lines
Northwestern Wayne Sanitary District
Wayne County, NC
Dear Ms. Chapman:
Enclosed please find one set of plans for Contract No. 69 - Water Distribution Lines located in the
Northwestern Wayne Sanitary District (NWWSD). The project is located in Wayne County and is
subject to the Neuse River Basin Riparian Buffer Rules. Contract No. 69 proposes to construct
approximately 18,500 LF of 12" water lines that will connect NWWSD's water system to Johnston
County's water system. In order to avoid the significant projected water supply shortage of 0.492 MGD
in 2018, NWWSD entered into an agreement with Johnston County which provides NWWSD with
0.625 MGD water supply by 2017. The purpose of this project is to construct distribution system
improvements which will enhance the system's ability to convey the water provided via the agreement.
Approximately 440 LF of the proposed 12" water line falls within Zone 2 of the 50 foot wide riparian
buffer. Approximately 180 LF of the 440 LF will be installed via horizontal directional drilling and the
remaining 260 LF will be installed utilizing the open cut excavation method.
Impacts other than perpendicular crossings in Zone 2 for non-electric utility lines are considered to
be `allowable' as per 15A NCAC 2B .0233 (6) TABLE OF USES. Uses designated as `allowable' may
proceed within the riparian buffer provided that there are no practical alternatives. The letter serves as a
request for a "no practical alternatives" determination from the Division.
The proposed construction cannot be practically accomplished by means of an alternative route due
to substantial increases in project cost. Disturbance to the riparian buffer will be kept to a minimum
during construction through implementation of conscientious installation methods. The proposed water
line will be constructed on the opposite side of the road where the SCS blue line stream is located to
further minimize disturbance to the buffer's most sensitive areas. When existing culverts are
encountered that cross under the road, rip-rap/gravel filters/check dams will be installed to keep the
effects of erosion at a minimum.
\\G-PC 1 \D 1005\FTL\2009
NW WSD-CN69-ALTERNATIVES-DENR-LTR. doc
090304
Your review and determination that there is no practical alternative for this important project will be
greatly appreciated. If you have any questions, please do not hesitate to call me.
Sincerely,
McDAVID ASSOCIATES, INC.
F. Tyndall Lewis, P.E.
Goldsboro Office
FTL:
Attachment
1\G-PC I\DI005\FTL\2009 1
NWWSD CN69-ALTERNATIVES-DENR-LTR.doc INC
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. A Gcant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
? Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 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
1e. 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: Contract No. 69-Water Distribution Lines
2b. County: Wayne
2c. Nearest municipality / town: Goldsboro, NC
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: N/A
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): Northwestern Wayne Sanitary District n
t O-tI'rI-
3d. Street address: 104 South Center Street
3e. City, state, zip: Goldsboro, NC 27533
3f. Telephone no.: 919-731-2310
3g. Fax no.: 919-734-5994
3h. Email address: [e-mail]
Page I 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: F. Tyndall Lewis, PE
4c. Business name
(if applicable): McDavid Associates, Inc.
4d. Street address: 109 E. Walnut Street
4e. City, state, zip: Goldsboro NC 27533
4f. Telephone no.: 919-736-7630
4g. Fax no.: 919-735-7351
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: F. Tyndall Lewis, PE
5b. Business name
(if applicable):
McDavid Associates, Inc.
5c. Street address: 109 E. Walnut Street
5d. City, state, zip: Goldsboro, NC 27533
5e. Telephone no.: 919-736-7630
5f. Fax no.: 919-735-7351
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: 35.29 N Longitude: - 78.04 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little River
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Neuse River
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:
Project area is within NCDOT rights-of-way. Land uses in vicinity of project include private home sites and agricultural
use.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0
3d. Explain the purpose of the proposed project:
Proposed water lines that will provide an interconnection between Northwestern Wayne Sanitary District's water system
and Johnston County's water system.
3e. Describe the overall project in detail, including the type of equipment to be used:
Project consists of approximately 18,000 LF 12" potable water lines. Backhoes and trenchers are the primary types of
equipment used to install proposed lines.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes No ? Unknown
project (including all prior phases) in the past?
Comments:
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.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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
1a. 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 ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number -
Permanent (P) or (PER) or
i
i (Corps - 404, 10 stream length

Temporary (T) nterm
ttent
(INT)? DWQ - non-404, width (linear
f
t
other) (feet) ee
)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
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.
Open water
impact number
- Permanent
(P) or
Temporary (T) 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
b 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
num
er pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. 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:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
(T)
131 ? P ®T Water Line
Construction UT to Little River ® Nos 0 3,750
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 0 3,750
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed water line was moved to the opposite side of the road to mitigate impacts within buffer zone.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Conscientious installation methods will be utilized during construction.
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 required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type __ ?Quantity
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
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
la. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Project involves the construction of water lines and diffused flow is not ? Yes ® No
applicable.
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: Project does disturb over one acre of
land but is not located in one of the twenty coastal counties and project area does not drain to outstanding resourse
waters.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Wayne County
? 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
? 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
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the Y
® es
? No
use of public (federal/state) land?
1b. 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: N/A
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): N/A
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? El 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.
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.
N/A
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? ® Yes No
?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ® El Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. F1 Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or 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 ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
? Yes ® No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
F. Tyndall Lewis, PE L1 March 17, 2009
Applicant/Agent's Printed Name Applicant/ ent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided. Date
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
I hereby authorize F. Tyndall Lewis to act as an Authorized Agent
for subject Contract No. 69 - Water Distribution Lines, Northwestern
Wayne Sanitary District.
"'?Z (1'40?
Eddie Coltrain, Wayne Water Districts Manager
"A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 11, 2009
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
F. Tyndall Lewis
McDavid Associates, Inc
3714 N. Main Street
PO Drawer 49
Farmville, NC 27828
Subject Property: Contract No. 69- Water Distribution Lines
Northwestern Wayne Sanitary District
Wayne County, NC
® RETURN OF APPLICATION PACKAGE
Dear Mr. Lewis:
Wayne County
On March 6, 2009, the Division of Water Quality (DWQ) received your letter and plan sheets dated
March 4, 2009 for the above referenced project. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive five copies of the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 21-1.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
® A completed Preconstruction Notification (PCN) form is required for any buffer authorization
requests. Please include 2 copies of the completed PCN form and associated plan sheets in
your resubmittal. You can download the PCN form from the following website:
/
http://www.saw.Lisace.army.miI/WETLANDS/pcn
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be providing
the DWQ the requested information at a later date. Please contact this office in writing and Lauren
Witherspoon of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http://h2o.enr.state.nc,us/ncwetands/
NoithCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

R. Tyndall Lewis
Page 2 of 2
March 11, 2009
this time) by the DWQ. Please call Amy Chapman or Ian McMillan at 919-733-1786 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/asc
Enclosures: 2 sets application request
Filename: NorthwesternWayneSanitaryDistrict(Wayne)tncomplete_App
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- ,~~`'i/ C.G. Fifch Milford J. Soss_ G. fifth ~ ~ t Kenneth Earl Srrloth eville-Princeton Rd. ~ t ~ ~ 3021 Pikeville-Princeton Rd.
2925 Pikeville -Princeton Rd. 2959 Pikevil{e-Princeton i 68112 72176 ~ ~ 1 ~~l 60~R/W 83t16 72176 ' '
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~ Iv is c gPJE GDRNE GRAVEL 1002/12 t ~Irdr. ~ ~ - vAi Rip-Rop/Gravel Filter Check Dams cttav£L »He2 GRAVEL 1002/1234 i ~ ~ 6RN ORN3NOP 4 ~`'3G`•~
- 6~~PVC-SDR 2I-200 PSI Waterline 60'R~W ,.,r ~.h~~:~ DRIVE 5~ Min. From Edge Of Asphalt i Rip-Rap/Gravel Filter 2p'Asphalt a;?~~,3s~ ~ DRIVE , I " ~ II D 7F xx6 t. / ~ ~ ~Nl ~ -EJ _
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- Q - _ _ - - - 12" RCP 12" RCP _ - -W- ~ - z = 73f 88 ~ _ - --r--- - ~ i ~ W m
_ _ _ NCSR 1002 - - (Pikeville -Prince4on Rood) - W W
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_ FI8£R 12"RCP ~Tele. I2"RCP FIB£R F18£R Tefe, OPTIC I OPE U OPTIC W/H£MWALL W/HEA!]WALL OPTIC OPTIC OPTJC o +.P ~ NCSR-1002 ~ ~ `h pPTIC FARM ~ aPT1C PEp iUUkLF ~ 1NY,1002/1234 y_I< <=231 77114 PfD PATH 80t76 PED ~
~ PED: 67}62 AED. Q per, PED, - 18"RCP DRAIN j >f-F r, }q, 18"RCP DkAiN 18"RCP ~ Existir~~ G/c USGS q' ~ G/C
~ GRAVEL GDRIVE 2` 3 G/C PROPrJSE4 DRN£ ewe 4:a- I EA 12" GATI_ V PROPOSED BLUE LINE STREAM I EA 12'" GATI_ VALVE 40 Lf IO~~Drybore With IO~~Steel Casing PROP05E0
aARN PROP05ED ' `.~_,,3, & COX & COX Min. Thickness 0.188~~And 6~~PVC - 2 EA RIP-RAP GRAVEL FILTER SDR 21-200 PSI Water Line CHECK DAMS PROPOSED
2 EA RIP-RAP Gf2AVEL FILTER I Ea. 6~~x 6~~ Tee, DI 394LF STREAM CROSSING WITH 286 LF 16"HDPE, IPS,
cHECx DAMS SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL
58}68 2 Ea. 6~~- 22 %2°6end, Di DIRECTIONAL DRILLING AND 108 LF 12" DIP, CLASS 350,
HOUSE 2842 PN(EVILI£- 2 Ea 6~~- 4 5° Bend, D I MJ WATER LINE WITH GRIP RINGS INSTALLED VIA OPEN CUT PROPOSED TOP OF PROPOSED WATER LINE SHALL BE A MINIMUM OF 10'
PRWCEtON RD, PROPOSED 12" P`JC, SDR 21, 200 PSI WATER LINE BELOW RCP DRAIN INVERTS 3 Ea. 6~~Gate Valce & Box 5' N'AMMUSvI fftOM EDGE OF PAVEMENT 2 EA 12" GATE VALVE 8 80X
t2" PVC, SDR 21, 200 i'SI WATER LIPdE I Ea. FireHydront, 41/2~~
5' MSNIMUM FROM EDGE OF PAVEr~=~N~
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2 EA 12 90° BEND, Dl ~y,'~ /
~ V 6~~ PVC-SDR 21-200 PSI. Water Line ~ 5' Min. From Edge Of Asphalt Rood J \
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P~. ~ 2" P ~ \ ~ o X'1/ _G,~ Ray McKinney
\ \ W. 45'!L RG ~T i~IEiJ aReuNCR;a`Ral," Ray Field
\ ~ ~ BFH,,~~D QiTC~ t0 t80 /
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~ ~ 3145 Pikeville-Princeton Rd. 2 Ea. 6 Gate Valve u Box ~ e' . _ ~ 97}20 I Eo. 6'~ x 4~~ lee D I ' 60' ~ BARk ' ~ 02a 112196 p Vacant
R/W ~/J ~ \ I Ea. 4" Gate Ualve a Box ~k 112
eVj~~ A PROPOSED 29 LF 8" Drybore With 8"Steel e . \ I EA 12" X 6" TEE Cosing ,Min. rhkn. 0.188" And ~ 0 F OQ
pl'j \ ~ I EA 6" GATE VALVE $ BOX 4" PVC-SDR 21-200 PSI Woter Line 6" pVC-SDI 20~ RO~f ~ ~aQi._:~`"_~.", i EAFIRENYDRANT ~5' Min. Fror / / P ~6~, PVC-SDR 21-200 PSI Water Line
I 5~ Min. From Edge Of Asphalt Rood hip KrNisaRea ~ ~ SCa
+T CONCflETE va - 2'I' ASP4?AL? BD:; .x ~ - - QOd ~ _ DRN£ f "C, 5'EF / aT. ~ BLUE LINE STREAM i i / _
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~a~.~" 18"RCP t~" - f2"flCP - - A.. ~ ~ RCP f2"flCP - DPTIC ~ 110 . TEL \ BROKEN p{TZ P£D. ~1,~E0
o-.. I2"RCP - , CDNCA£'tE ' I I III t 60
_ ' ~ 0P'r1C GHAUEL ~ ' i , - 28, RYB c 'A - PED. GRAVEL i DRNE GnRFIVE ~ ZONE 2 Betheo RAV E6 GRAVEL ' ~ pIRT PATH I ?FNE pP,NE ~ ~ = i C 5 148
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140753364 £AOwal(,5 r 598-=':.'__.- i ~ ZONE t (RIPARIAN SUFFER ZONES 1 Rosetto McKinney I
BERRY MOBILE I Ot95 I PROPOSED I, 378 LF STREAM CROSSING WITH 270 LF 16" HDPE; IPS
ffl HOME PARK I i0i Berry Ridge Dr. L.. i_~ j ' SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL
David Berry-Owner ~ 10: 140 95}00 [phone] ~ i ~ 140 I I DIRECTIONAL DRILLING AND 108 LF 12" DIP, CLASS'350, ,a,,:~ ,Inrry , ~ ~ MJ WATER LINE WITH GRIP RINGS INSTALLED VIA OPEN CUT
PROPOSED 3128 Pikeville-Princeton Rd. Dov~d ~+erry I t2" PVC, SDR 21, 200 PSI WATER LINE Alex Aycock PROPOSED r 3190 Plke~.ille-PrL ~i90 Plke~.ille-PrL~ceton Rd. TOP OF PROPOSED WATER LINE SHALL BE A MINIMUM OF 10' BELOW
5' NtlNlMUM FROM EDGE OF PAVEMENT 1 EA 12" GA?E VALVE $ BOk RCP DRAIN INVERTS 2 EA 12" GATE VALVE 8 BOX
30 LF 20" DftY80RE WITH 20" STEEL CASING, - G (~~53 aV
MIN. THlCKNE55 0. 25G", AND I t95~ 12" PVC WATER L,NE C3 Berry Ridge L'r. 3?92!.
2 EA t2" 90° BEND, D{ 3 4 PVC-SDR 21-200 PSI Water Line ~15' Min. From Center Line Of Rood SGE
Berry Ridge Dr. 105148 David Berry
i 1 ASPHALT } I 3208 Pikeville-Princeton Rd.
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Iii. 3}30 i, 105 Berry Ridge Dr.
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6}00 I I 100 Berry Ridge Dr, I
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7}45 7 t 20 ? i ' 109 Berry Ridge Dr.

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102Berr Rid e Dr. Y 9 III r NCSR 1002 - PIKEVILI.E-PRINCETON ROAD
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1 4" vnLVe I I ~ g t70 27 SLF ~ 6ERRY RIDGE DR. _v6 CONTRACT N0.69 -WATER DISTRIEUTION LINES 1.76 2Y RIDGE DR,
~4~?_~ 5; 6, ~ 7!LF9/OTEE - - ~ I ~ Ilf Berry oTeE 2008 RURAL CENTER PROJECT
I Ridge Dr.
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U4 tterry Wage ur 1 Ea. 4 x Z lee , h VG Nvc
11 j I Ea. 4"- 45° Bend, PVC i I Ea. 4" Plug, PVC end , PVC INUM 1 r-1VUCJ 1 CrZIN VVl1 T r4r- J/-M-41 I r`1F-\ i U10 I tZilr I Ive P Box WAYNE COUNTY NORTH CAROLINA
I Ea. 4" Gate Valve $ Box
I~ I Ea. 2" Galy. Blow- off 4ssembl, I~ low-off Assembly _ e/D VALVE
34 !LF 34 :LF BERRY RIDGE DR, C i ASSOCIATES INC.
F - 515 PLUG 2 sLF 8/08/0 TEE Engineers a Planners ® Land Surveyors
5:3 2 9 8!1 0t'9,0 Dr
106 Berry Rid INC, -_y Farmville, N.C. ® Goldsboro, N.C.
108 Berry 7 `4 .,sz9s Ridge Dr. D5114 IOt75 DWG BY SCALE I"_ 100' DATE SHEET OF TAL / mrl I JANUARY 16, 2009 3 7
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