20140005 Ver 1_CAMA Application_20131220

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Govemor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
Kazen Higgins
Division of Water Resources
Doug Huggett
Major Permits Processing Coordinator
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John E. Skvarla, ill
Secretary
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CAMA/DREDGE & FILL Permit Application Review
Craven County
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Craven County, adjacent the Neuse River, at the end of Flanners Beach Rd.,
off of NC Hwy 70, near Stately Pines. -
Proposed Project: Proposes to construct a water treatment plant, 8 raw water production wells,
water transmission lines, and a concentrate line that will discharge into the
Neuse River via a proposed diffuser offshore for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
January 7, 2014. If you have any questions regazding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY:
SIGNED
T'his agency has no objection to the project as proposed.
�,
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
S+D
DATE
400 Commerce Ave., Morehead Ciry, NC 28557
Phone: [phone] FAX: [phone] Intemet; www.nccoastalmanagement.net
M Equal Opportuni(y 1 Affirtnative Action Employer
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' " DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Craven County
2. LOCATION OF PROJECT SITE: The project is located adjacent to the Neuse River, at
the end of Flanners Beach Road, off of NC Hwy 70, near Stately Pines, Craven County.
Photo Index - 2006: 70-7923, grids P-10; Z000: 70-803, grids I-15.
State Plane Coordinates - X: 797959.551 Y: 137635.701
Longitude: -076 5613.02 Latitude: 34 58 23.15
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 5/8/13
Was Applicant or Agent Present - Yes
Photos Taken - No
5. PROCESSING PROCEDURE: Application Received - cc: 11/25/13
Off'ice - MHC
6. SITE DFSCRIPTION: •
(A) Local Land Use Plan - Craven County (10/29/2009)
Land Classif'ication from LUP - Rural with Services
(B) AEC(s) Involved: ES,PTA, EW
� (C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F� Type of Development: Existing - undeveloped
Planned - Wells, Water Treatment Plant, and offshore
diffuser
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HA.BITAT DESCRIPTION: DREDGED FILLED
(A) High Ground 1,311,156
(B) Shallow Bottom
(C) Open Water
1,425
640
(E) Total Area Disturbed: 1,313,221 ft`
(� Primary Nursery Area: No ,
(G) Water Classification: SB; Sw, NSW Open: No
(I� Cultural Resources: unknown
8. Proiect Summarv: The applicant wishes to construct a water treatment plant, 8 raw water
production wells, water transmission lines, and a concentrate line that will discharge into the

�eld Investigation Report: �
Craven County Water Supply and Treatment Project
Page 2
Neuse River via a proposed diffuser offshore, for public use, Craven County.
9. Narrative Descrintion:
An Environmental Assessment (EA) was completed and subinitted to the NC Division of Water
Resources for this proposa� A Finding of No Significant Impact (FONSI) was issued on January
l7, 2013.
The project is located adjacent to the Neuse River, at the end of Flanners Beach Road, off of NC Hwy
70, near Stately Pines, Craven County. This proposal includes multiple tracts. The 8-acre portion is
forested and undeveloped. The 10-acre tract is agricultural. The remainder of the project lies within
existing NCDOT and utility line easements. There is roughly 20' of estuarine shoreline on the
easement adj acent to the Neuse River. The Stately Pines subdivision is to the immediate west and the
Carolina Pines subdivision is to the immediate east of the proposed concentrate pipe location at the
shoreline.
The immediate offshore water depths in this area are —0.5' to -4.0 nlw deep. The subaqueous
substrate is firm and sandy without shell. It is not known if there is a cultural resource in the nearby
vicinity of the project area. This waterbody is approxunately 4 miles across at the most constrictive
point in the project area. These waters of the Neuse River are not classif'ied as a Primary Nursery
Area. There is no subrnerged aquatic vegetation present in the nearby vicinity of the project area.
This area is closed�to shellf'ish harvest and is classif'ied as SB; Sw, Nutrient Sensitive Waters. The
defined Federal Channel in this azea is approximately 1.5 miles north of this project site. The Neuse
River is a part of the Neuse River basin. ,
10. Pronosed Develoament:
The applicant proposes to construct a water treatment plant, eight raw water production wells, water
transmission lines, and a discharge diffuser into the Neuse River, at the end of Flanners Beach Road,
off of NC Hwy 70, near Stately Pines, Craven County. The purpose of this development is to provide
increased potable water production to meet future usage demands as the Craven County population
continues to grow.
The proposed water treatment plant will be constructed on a 10-acre upland site. This site will consist
of an administration building to support staff, a small series of buildings to chemically treat the well
water, and a finished water storage tank.
The proposed raw water production wells will be located entirely on high ground spread out over
eight different sites from Mill Dam Road north to Highway 70 West. These new wells will be
accessing the lower Castle Hayne Aquifer. This municipality is proposing to draw from the Castle
Hayne Aquifer in order to comply with the Central Coastal Plain Capacity Use Area regulations.
The proposed water transmission lines will connect transfer the raw water to the treatment plant.
Another transmission line will convey concentrate byproduct to discharge out into the Neuse River
Brad Connell December 17, 2013 Morehead City

Field Investigation Report:
Craven County Water Supply and Treatment Project
Page 3
through a diffuser located approximately 950' off shore, in -8' nwl deep. These transmission lines
will be installed via directional boring. The concentrate line that will connect to the diffuser will be
installed -42' below the surface of the river bottom for the majority of the 950' before resurfacing at
the diffuser connection.
The proposed diffuser will be 80' iong and 8' wide. The diffuser will be anchored and embedded in
stone. The diffuser pipe will be elevated approximately eighteen inches above the substrate, or -6.25'
below the nwl to the top of the diffuser. Warning signs and markers are proposed to warn boaters to
avoid the potential navigat�onal threat that this diffuser system poses. The purpose for the diffuser's
proposed location is to reach�the -8' nwl depth contour. This depth and distant location offshore into
the river will provide suff'icient water circulation to facilitate adequate dilution of the byproduct
entering the Neuse River. '
10. Anticiaated Impacts:
The proposed diffuser could pose a hazard to navigation. It will need to be adequately mazked for
daytune and nighttime mariners to avoid collision (i.e. boat anchors, shrimp trawls, etc.). The
concentrate byproduct will not be the same salinity as these receiving waters in the Neuse River.
However, the dilution modeling provided in the Environmental Assessment meets the NC Division
of Water Resources' standards and a FONSI was issued eazlier this year.
Approximately 10 acres of high ground will be disturbed as a result of this project. Wetland
disturbance is limited to the work corridor and only temporary during the construction period. The
proposed diffuser will impact 640 square feet of benthic habitat. Temporary, short-lived turbidity
associated with the installation of the diffuser within the Neuse River is anticipated.
There is not a known cultural resource in the nearby vicinity of the project area. Water depths
where the diffuser is proposed will be in the -8.0' nlw depth contour. These waters of t�e Neuse
River are not classified as a Primary Nursery Area. There is no submerged aquatic vegetation
present. This area is closed to shellfish harvest and is classif'ied as SB; Sw, Nutrient Sensitive
Waters. There is a defined Federal Channel 1.5 miles north of the proposed diffuser.
Brad Connell December 17, 2013 Morehead City

LMG
LAND MANAGEMENT GROUP n�c,
Envrronmental Consultunts
November 7, 2013
Mr. Brad Connell
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: Craven County Potable Water Supply and Treatment Facilities
CAMA Major Permit Application
Dear Mr. Connell:
On behalf of Craven County, please find the enclosed application and suppo�ing materials for a CAMA Major Permit
application. This application proposes to consVuct a 3-MGD water treatment plant, 8 raw water production wells,
approximately 30,000 LF of raw and finished water transmission lines, and approximately 19,800 LF of concentrate line that
will discharge via a new diffuser into the Neuse River. This project is needed to replace the water use reduction related
to the CCPCUA rules and provide for modest growth in the County.
For purposes of review and permit processing, please find the attached information:
1. Project Narrative
2. Forms DCM MP-1, MP-2, and MP-3
3. List of Figures, Tables, and Appendices
4. Permit Fee check in the amount of $400.00
5. Signed Agent Authorization
6. Adjacent Riparian Notification Letters (Copy)
7. Deeds and Letter from County Attomey Regarding Status of Easements
8. Modeling Analysis
9. Preliminary JD from the USACE
We have mailed adjacent riparian notification letters via certified mail. The certified mail receipts will be forwarded
to you as soon as we receive them. Thank you for your assistance with this project, please contact me if you have
any questions or would like to schedule an on-site meeting at any point during the review process.
Sin ely, �
. 4
I�.i
Kim Williams
Environmental Scientist
Enclosures
RECEiVED
N(lV 1 � 2013
CC: Mr. Rusty Hayes, Craven County
Mr. Chris Windley, McKim & Creed �����e`-�'
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Project Narrative for
Craven County Potable Water Supply and Treatment Facilities
Craven County, NC
Introduction
In order to meet water demand projections for the area, Craven County is proposing to construct a 3-MGD water
treatment plant, 8 raw water production wells, approximately 30,000 LF of raw and finished water transmission
lines, and approximately 19,800 LF of concentrate line that will discharge via a new diffuser into the Neuse River.
The project area is located in �the eastem po�ion of the County between New Bem and Havelock. McKim and
Creed prepared an Environmental Assessment for the project and a FONSI was issued. Additionally, wetlands
and streams within the project area have been delineated by Land Management Group, !nc and subsequently
reviewed and approved by the US Army Corps of Engineers and NC Division of Water Quality.
Need for Project
In 2002 the Central Coastal Plain Capacity Use Area (CCPCUA) regulations were established to reduce existing .
groundwater withdrawals from the Cretaceous aquifer system in the Central Coastal Plain. Based on these
regulations it was required that withdrawals from the Cretaceous aqu'rfer system be reduced 25 percent every five
years over a 15-year period, equivalent to an overall withdrawal reduction of 75 percent in Cretaceous wells
located in the dewatering and saltwater encroachment zones of the Central Coastal Plain. Craven County is in
the CCPCUA.
Population projections and corresponding water demand projections predict that the Craven County finished water
average daily demand in 2018 will be 2.56 MGD. Therefore, if the County were to take no action to increase its
raw water supply beyond the current Black Creek and Pee Dee wells they would experience a raw water supply
shortfall of approximately 1.18 MGD.
Therefore, this project is needed to replace the water use reduction related to the CCPCUA rules and provide for
modest growth in the County. ����
N�tV 13 2013
Existing Conditions
DCM
The proposed project area consists of a 10-acre site for the Water Treatment Plant, eight one- acre wel si es�( ne
well site is located on WTP site), and approximately 27,000 tinear feet of 20'-wide utility corridor. The proposed
diffuser would discharge into the Neuse River. Waters in this vicinity are classified as 'SB', Swamp Waters (Sw),
and Nutrient Sensitive Waters (NSUI� by the North Carolina Environmental Management Commission.

The SB designation is given to tidal salt waters protected for all SC uses in addition to primary recreation. Primary
recreational activities include swimming, skin diving, water skiing, and similar uses involving human body contact
with water where such acfivities take place in an organized manner or on a frequent basis. NSW is a
supplemental classification intended for waters needing additional nutrient management due to being subject to
excessive growth of microscopic or macroscopic vegetation. Sw is a supplemental classification irrtended to
recognize those waters which have low velocities and other natural characteris6cs which are different from
adjacent streams. The Neuse River in this area is closed to shellfishing and open to pots.
The proposed water lines would cross several streams including Slocum Creek and Tucker Creek, which are
classified as SC, Sw, and NSW. The SC designa6on is given to all tidal salt waters protected for secondary
recreation such as fishing, boating, and other activities involving minimal skin contact; fish and nonoommercial
shellfish consumption; aquatic life propagation and survival; and wildlife.
Water depths in the vicinity of the proposed pipe and diffuser range from 0.0 ft MLW to - 8ft MLW (Appendix B.
Figure C311). According to the US Army Corps of Engineers, their navigation channel is located approximately
4000' from the shoreline in this area. However, it has not been surveyed in this section of the river (Figure 2).
Proposed Project
The proposed project is as follows:
Water Treatment Plant
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� 1tECENEI➢ .,
N(1V 13 2013 y
IDCM-MHDCTfY
Initially, Craven County will construct a new 3.0 MGD ground water treatment plant with finished water
storage designed to treat water from the Lower Castle Hayne aquifer. Raw water withdrawn from the
Lower Castle Hayne aquifer was found to contain moderately high levels of mineral hardness, moderately
high levels of dissolved iron, and moderate to high concentra6ons of dissolved organic material. Although
several different treatment technologies were evaluated in the engineering altematives analysis,
membrane softening (nanofiltration) was selected as the preferred solution because this technology
removes dissolved organic matter as well as iron and mineral hardness; thus allowing Craven County to
continue to utilize free residual chlorine as their primary disinfectant. Further, based on historical
experience with the Castle Hayne aquifer, it is anticipated that some parameters such as Total Organic
Carbon (TOC), iron, hydrogen sulfide and total dissolved salts will increase over time. Hence, selecting
membrane technology now will provide the County with flexibility to accommodate varying water quality in
the future.
The proposed CCWTP is located on a 10-acre parcel off of Mill Dam Road which is adjacent to US 70
(Figure 1). The site is currently in agricultural productioc►. The CCWTP site will be fenced and the
entrance wilt be provided with a motorized security gate with keypad and telephone.
The proposed project is anticipated to begin construction upon completion of the permitting process.
Construction of the initial 3.0 MGD treatment plant will disturb approximately five acres of land. However,
Craven County 2
CAMA Major Pertnit Application
Project Narrative

only approximately 0.76 acres of new impervious area will be added by the construction of the CCWTP
including the administration building, process equipment building, bulk chemical storage facility, chlorine
contact basin, ground water storage tank, and site paving (Appendix B; C-100). At least one stormwater
best management practice (BMP) will be incorporated into the treatment plant site to attenuate and treat
stormwater runoff. It is likely that this BMP will be a bioretention area or created wetland with controlled
discharge.
o Due to the proposed water needs of the project service area, an expansion of this facility, up to 5.0 MGD,
is an6cipated. Based on 20-year flow projections obtained from Craven County's existing seroice
population, population projection data, and the CAMA Core Land Use Plan (Holland Consulting Planners,
September 2008), a 5.0 MGD water treatment plant will be required to meet the 20-year needs of the
Gounty's service area.
o No impacts to jurisdictional areas are associated with the WTP site (Appendix A; WI-15)
Production Wells
o Based on the results of the Engineers Altematives Analyses presented in the Craven County Water
System Master Plan, constructing new raw water production wells in the lower reach of the Castle Hayne
aquifer was determined to be the most feasible and cost effective water supply altemative. The eastem
portion of the County between New Bem and Havelock was determined to be the best location for the
proposed well field. Two Castle Hayne test wells were constructed in the project area and sampled for
water quality. Preliminary yield testing reveals that Craven County would need to construct eight (8) new
Castle-Hayne wells as part of the proposed project which will provide sufficient water to meet the
County's projected demand until 2018.
o Although the County has purchased one acre of land per well site, only 25-30% of each site will be
disturbed. This disturbance includes clearing only the area required to install a gravel access road, drill
the production well, install the well head and appurtenances, construct a small well house (approximately
252 square feet), and secur� the cleared site via installation of a chain link security fence. Approximately
0.1 acres of new impervious area will be created at each new well site due to the well house and access
road. Due to the relatively small area of new impervious area, sheet flow and shallow swales will be
adequate to accomplish attenuation and treatment of storm water runoff from t�ese sites.
o Well SP2 will permanently impact 0.007 acre of RPW (Appendix A; WI-18). Additionally, temporary
impacts to wetlands and temporary and permanent impacts to a riparian buffer are needed for the
driveway into Well F65 (Appendix A; WI-21).
Craven County
CAMA Major Pertnit Application
Projec� Namative
RECEIi�ED
N�U 13 2013
DCM MHD CTTY
3

Water Transmission System & Potable Water Treatment Bv-Product Line (Ground Water ConcenVate Line)
o Approximately 21,500 linear feet (LF) of raw water transmission mains will be installed mostly along DOT
maintained roads in DOT rights-of-way. Assuming a 20 ft. width of disturbance, approximately 9.9 acres
of land will be disturbed by the installation of the raw water transmission mains. However, all of these
impacts will be temporary and construction related. Therefore, construction of the raw water transmission
mains will result in no new impenrious area.
o The proposed CCWTP will utilize a finished water transmission main to convey the treated water from the
new plant into Craven County's existing water distribu6on system. The proposed finished water
transmission main is approximately 8,030 LF and will be constructed mostly within existing public rights-
of-ways and along DOT maintained roads where possible. Assuming a 20 ft. width of disturbance,
approximately 3.7 acres of land wil{ be disturbed by the installation of the finished water main. However,
all of these impacts will be temporary construction related, and construction of the water main will result in
no new imperoious area.
o The proposed CCWTP will utilize a ground water concentrate line and diffuser to dispose of the treatment
plant by product (concentrate). The proposed concentrate line will be approximately 19,800 LF and will
be routed within existing public rights-of-way and along maintained roads where possible. Assuming a 20
ft. width corridor for consVuction, approximately 9.1 acres of land will be disturbed by the installation of
the concentrate line. However, all of these impacts will be temporary construction related, and
construction of the main will result in no new impervious area.
o The nanofiltration system has been designed based on a recovery of 70%. At the ultimate capacity of 5.0
MGD, 70% recovery will result in 2.14 MGD of concentrate. The recommended method of concentrate
disposa{ is to discharge via a new diffuser in the Neuse River.
o Pump around proce�ures will be utilized where impacts to a jurisdictional channel will occur to minimize
the risk of runoff and downstream sedimentation. The pump around will consist of placing coffer dams on
either side of the work area (or plug in upstream stormwater catch basin), installing a pump on the
upstream side of the upper coffer dam and pumping the ponded water around the work area with
discharge on the downstream side of the lower dam. The discharge will be filtered through a silt bag or
other device and the flow velocity will be dissipated prior to entering the downstream portion of the
channel. A detail has been attached showing a temporary storm water by-pass setup. The minimum
depth of cover below any stream channel will be a 24-inches as shown in the crossing detai{s (Appendix
B; D300).
o The utility lines will temporarily impact 0.21 acre of wetlands, 16 linear feet of stream, and 0.008 acre of
RPW. These temporary impacts wi11 be restored to pre-construction contours and seeded within a wetland
seed mix after the lines have been installed. The County plans to maintain the 20-ft wide easement for the
open cut section of the line from the Stately Pines RIIN to the point at which the line is drilled beneath the
ground. There is a valve on the line just upstream of the drill pipe that needs to be accessible.
RECEIVEU
NOV a 3 2013
Craven County 4
CAMA Major Permit Application DCM MHD C1Ty
Proj�t Namative

Diffuser
o A Modeling Anatysis was completed fpr the proposed Nanofiltration discharge into the Neuse River
Estuary (May 2011) and updated in August of 2013. In addition, effluent toxicity and benthic analyses
were performed. The project will require a Groundwater Withdrawal Permit Modification from DWR to
withdraw water from the Castle Hayne aquifer and a National Pollutant Discharge Elimination System
(NPDES) permit from the North Carolina Division of Water Resources (DWR) for allowable surface water
discharge of the concentrate by-product. The NPDES permit applica6on has been submitted to DWR and
a draft permit has been forwarded to the EPA for their approval.
o The concentrate line and diffuser will be designed to discharge 1,486 GPM to the Neuse River. The
diffuser will be located perpendicular to the flow of the river and will be protected from sediment burial and
impact from flotsam. The diffuser has been designed such that flow restrictions in the channel by the
diffuser will be minimal.
o The concentrate force main will be horizontally directionally drilled beneath the Neuse River with
exposure in the channel bottom. The drill will be initiated from the land surface and exit in the channel
bottom. The HPDE pipeline will be assembled on barges in the river and will be pulled beneath the water
surface and back through the bore hole with the back reaming procedure until the pipe is fully installed
along the drill path. Following completion of the concentrate force main HDD, a diffuser assembly wifl be
installed subaqueous in the Neuse River and attached to the end of the concentrate force main. Divers
will sink the preassembled diffuser and secure the assembly to the concentrate force main. Wooden piles
will be driven into the river bottom for attaching the restraint system that will ho(d the diffuser assembly in
place. During installation of the diffuser assembly it is not anticipated that material on the bottom of the
river will be excavated and that the restraint blocking, rip-rap, and restraints will be installed on top of the
river bottom surface. The materials of the diffuser and the flotation prevention anchoring system is shown
in the diffuser detail provided in Appendix B(D301).
o General Construction Sequence for HDD:
• The Contractor will install erosion control measures (siit fence, tree protection fence,
temporary construc6on entrance) along the easement.
• The Contractor will clear the 20-foot wide easement from the Stately Pines Road right-of-way
to approximate station 513+50 and clear the temporary construction easement.
• The cleared easement will be used for temporary access and staging of the horizontat
directional drill (HDD) equipment.
• The HDD equipment will be mobilized to the site and set up within the cleared easement.
• The HDD instalfation wil( be initiated with the HDD drilling rig moving the drill string along then
intended drill path.
• The drill will be extended until the drill head exits in the river.
• The HDPE pipe (supported by barge and/or floatation) will be connected with a back reamer to
the drill string and pulled back through the drill path until the entire pipe is in place.
• Once the HPDE pipe is completely pulled through and exposed on the land side, the pipe will
be allowed to relax for a few days.
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Craven County 5
CAMA Major Permit Application N� v I 3 2013
Proje.ct Narrative
DC',!�! :Ui:3D CTTY

• The HPDE pipe will be connected to the open cut PVC pipe via transition couplings and the
open cut pipe will be installed from the transition coupling to the Stately Pines Road right-of-
way.
• After the HDPE and PVC pipe has been backfill and tested, the disturbed area will be retumed
to the original pre-construction contours.
• Wetland areas will be seeded with the approved wetland seeding mix approved in the CAMA
and USACE permits. All upland areas will be seeded with the appropriate seeding mix per the
approved plans and specifica6ons.
• The seeded areas will be monitored for a period after the seeding occurs to ensure that the
vegetation has established and the ground is stabilized.
o The 18" HDPE concentrate line would extend perpendicular into the Neuse River via directional drill and
would be at a-42' depth below river bottom before surfacing 800 feet from the shorefine. This fength is
needed to reach water depths of 8'. The dimensions of the diffuser would be 80' (length) x 8' (width) x 2.5'
(height) and would consist of a concrete base and collar, rip rap, and timber pilings (Appendix B; D301).
The width of the Neuse River is approximately 3.8 miles in this area and the ACOE Navigation Channel is
located approximately 4,000' from the shoreline (Figure 2). Since water depths at the diffuser will be -8'
NWL, the 2.5' high sVucture will leave 5.5' of water clearance for boaters. Naviga6on markers will be
installed at the diffuser to notify boaters of the structure. These signs will be based on US Coast Guard
requirements and approved under the USCG Form 2554. The waming signage should provide caution to
boaters in this area and deter use of anchors around the diffuser location. Additionally, the diffuser piping
will be embedded in stone and there should not be adequate void space beneath for anchorage to occur.
o A temporary wetland impact of 0.15 acre is needed for a staging area at the entry point of the directional
drill (Appendix A; WI-10). This temporary impact will be restored to pre-construction contours and seeded
within a wetland seed mix after the directional drill has been completed. The diffuser would permanently
impact 640 square feet of public trust bottom and temporarily impact 896 square feet during construction
(Appendix A; WI-11).
o Any commercial fishing permitted in this area will likely be limited to minor operations. With proper
waming signage and the small footprint of the diffuser (80' x 8'), commercial fishing should not be
impacted.
o The water being diffused will be groundwater that has been partially treated and disposed of as
concentrate waste from the nanofiltration water treatment plant. The water quality of the waste stream
should not have any nega6ve impacts to the public. Modeling of the proposed diffused flow has been
performed, along with pilot plant toxicity tes6ng and a copy of these reports is provided (Appendix D). The
results of these reports indicate no negative impact to the public.
Summary of Impacts
Please see Table 1 for a complete list of proposed temporary and permanent impacts.
RECEIVED
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Craven County ��.�� �I�,� 6
CAMA Major Permit ApplicaGon
Project Narrative

' ' . �aDCM MP-1
APPLICATION for
Ma,ior Developr�ent Permit
(last revised 12/27/06)
North Carolina OIVISION OF COASTAL MANAGEMENT
1. Primary Applicanb Landowner Information
Business Name Project Name (ff applicable)
Craven County Potable Water Supply & Treatment Facilities
Applicant 1: First Name MI Last Name
Craven County c/o Roy "Rusty" - Hayes
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed. �
Mailing Address PO Box City State
2830 Neuse Boulevard New Bem NC
ZIP Country Phone No FAX No.
28562 USA 252 - 636 - 6615 ext. � - -
Street Address ('d differerK from above) City State ZIP
Email
2. Agent/Contractor Information �
Business Name
Land Management Group, Inc.
AgenU Contrador 1: First Name MI Last Name
Kimberlee C Wlliams
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
3805 Wrightsvilie Ave; Suite 15 Wilmington NC
Z�P Phone No. 1 Phone No. 2
28403 910 - 452 - 0001 ext.1908 - - ext.
FAX No. Contractor #
910 452 0060
Street Address ('�f different from above) City State ZIP
Email
[e-mail] ��E�� .
<Form continues on back> N(1V 1� 2013
a52-�08-2808 :: 9-�8�-8�8C�k�Sg :: vewrw,ceccom�qmlceemeem�eraeeng.ne@

Fortn DCM MP-1 (Page 2 of 5) APpLICATION for
� ' Major Development Pertnit
3. Project Location
Street Address State Rd. #
County (can be mul�ple) Hwy 70; SR 1107; SR
Craven Along Highway 70; Stately Pines Road; Flanners Beach Road; � ��; gR 1105; SR
Lewis Farms Road; Old Mill Road 1251
Subdivision Name � City State Zip
WA New Bem NC 28560 -
Phone No. Lot No.(s) ('d many, attach addi�onal page with list)
- - exL , � � .
a. In which NC river basin is the projed located? b. Name of body of water nearest to proposed projed
�P,t�SQ. Neuse River, Otter Creek
c. is the water body identified in (b) above, natural or manmade? d. Name the dosest major water body to the proposed projed site.
�Natural �Manmade ❑Unknown Neuse River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdidion or ary Gmit the proposed
�Yes ❑No work falis within.
� Craven County
4. Site Descripiion
a. Total length of shoreline on the trad (ft.) b. Size of entir�e trad (sq.ft.)
20 10-acre WTP site; 8 acres of well sites; 30,000 LF of water
lines; 19,800 LF of concentrate line
c. Size of individual lot(s) d. Approximate elevation of Vact above NHW (nortna/ high water� or
wn, , ,
MNL (nom►al waterlevel)
(If many lot sizes, p/ease attach addidona/ page wid► a list) Most of projeCt area: � 25' - 30' ❑NHW or �NWL
e. Vegetation on Vad
WeUands within the well sites generally suppoR red maple, sweetgum, bladc gum, and red bay in the overstory and shrub
layer. Herbaceous layer supports annamon fem and cane. Wetlands along the water line are mostly maintained and support
limited herbaceous vegetation. Uplands pr�edominanUy support loblolly pine, sweetgum, red maple, and horse sugar.
f. Man-made features and uses now on trad
Well sites are all undeveloped and forested. The WTP site is in crop production. The water and ooncentrate {ines are
located within existing DOT and utility line easements. ���D
g. tdentify and describe the e�osting land uses adiacent to the proposed projed site. N�� 1� t1��3
Adjacent land consists of residential, commercial, and agricultural uses.
DCM NiHD CiI'
h. How dces local govemment zone the tract? i. Is the proposed project consistent with the applicable zoning?
No County-wide zoning. The CAMA LUP zoning districts (Attach zoning complianoe oeRificate, if applicable)
proximal to the projed corridor and WTP are �Yes pNo ❑NA
predominately Conservation, Residential,
AgriculturaULow Density Residential and Commercial.
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No
• k. Has a professional archaeotogical assessment been done for the trad? If yes, attach a copy. ❑Yes �No ❑NA
If yes, by whom?
I. Is the proposed projed located in a National Registered Historic Distrid or does R involve a �Yes �No ❑NA
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Form DCM MP-1 (Page 3 of 5) APPLICATION for
� Major Development Permit
National Register listed or eligible property?
<Fonr� continues on next page>
m. (i) Are there weUands on the site? �Yes ❑No
(i� Are there coasta( wettands on the siteT DYes �No
(iii) If yes to either () or (i) above, has a delineation been conduded? �Yes ❑No
(Attach documentation, if available)
n. Describe e�asting wastewater treatment facilities.
wA
o. Describe existing drinking water supply source.
Craven County currently has a total of ten raw water production wells located at five sites within the northwest portion of the
county. Each of these weii sites has two water suppty wells, one drawing from the Bladc Creek aquifer and the other drawing
from the Pee Dee aquffer.
p. Describe existing stortn water managemerrt or treatmerrt systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? �Commercial �PubtidGovemmeM
❑Private/Community
b. Give a brief description of purpose, use, and daiy operations of the projed when complete.
The project is needed to replace the water use reduction related to the Central Coastal Plain Capacity Use Area (CCPCUA)
regutations and to provide for modest growth in the County. The CCPCUA was established to reduce existing groundwater
withdrawals from the Cretaceous aquifer system in the Central Coastal Plain. Based on these regulations it was required
that withdrawals from the Cretaceous aquifer system be reduced 25 percent every five years over a 15-year period,
equivalent to an overall withdrawal reduction of 75 percent in Cretaoeous wells located in the dewatering and saltwater
encroachment zones of the Central Coastal Plain. Craven County is located within the CCPCUA.
Population projedions and corresponding water demand projections p�dict that the Craven County firtished water average
daily demand in 2018 will be 2.56 MGD. Therefore, if the County were to take no action to increase its raw water supply
beyond the cuRent Black Creek and Pee Dee wells they would experience a raw water supply shortfall of appro�timately 1.18
MGD.
c. Describe the proposed construdion methodology, types of construction equipment to be used during construdion, the number of each type
of equipment and where it is to be stored.
ConstrucGon methods for the project inGude open cut excavation for foundations, structures, and utility lines as well as
trenchless methods including horizontal auger boring (bore and jadc) and horizontal directional drilling (HDD) for some of the
utility lines. Equipment will include Nbber tire and tradc mounted excavators, bulldozers, graders, HDD rigs and ancillary
equipment, and compadion machinery. During the project, equipment will be stored in uplands within the project area.
d. List all development adivities you propose.
Craven County proposes to construct a 3-MGD water treatment plant, 8 raw water production wells, appro�amately 30,000 LF
of raw and finished water transmission lines, and 19,800 LF of concentrate line that will discharge via a new diffuser into the
Neuse River.
e. Are the proposed activiUes maintenanoe of an existing projed, new work, or both? New work
f. What is the approximate total disturbed land area resufting from the proposed projed? 30.1 �Sq.Ft or �Acres
g. Will the proposed projed encroach on any public easement, pubtic axessway or other area DYes �No ❑NA CEIVEj)
that the public has established use of?
��
�
N(1 V 13 Z013 �
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.ne��1�HD�I'j'j?'

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Perm�
h. Describe location and type of existing and proposed discharges to waters of the state.
Well sites and wate� lines will temporarily and permanently impact wetlands, sVeams, stream buffers, and RPWs in several
locations; Diffuser will temporarily and permanently impact public trust bottom; additionally, there will be a discharge of
concentrate to Neuse River via diffuser. Please see attached projed namative and table of impacts for additional information.
i. Will wastewater or stormvwater be discharged into a weUand? [jYes ❑No �NA
N yes, will this discharged water be of the same salinity as Me reoeiving watert DYes ❑No ❑NA
j. Is there any mitigation prop�ed? �Yes �No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnformation
M addiaon to this completed epplication form, (MP-1) the following r%ms below, if appficab/e, must be submiUed in order fr�r the application
padcage to be complete. Items (a) —(� are a/ways applicable to arry major deve�opment epplication. Please consult the application
insduction booldet on how to pioperly prepare tl►e �equired items below.
a. A projed narrative.
b. An aocurate, dated work plat (inGuding plan view and cross-sedional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already comp{ete? !f previousfy authorized work, deariy indicate on maps, plats, drawings to distinguish
betvveen work completed and proposed.
c. A site or locadon map that is suffiaently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant daims title to the affeded properties.
e. The appropriate application fee. Chedc or money order made payable to DENR.
f. A list of the names and complete address� of the adjacent waterfrorrt (riparian) landowners and signed retum rec�eipts as proof that such
owners have reoeived a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed projed W the Division of Coastat Management.
Name Charles and Amanda Oakley (easement landowner) Phone No. Could not loc�te
Address PO Box 1009; Havelodc, NC 28532
Name Keith and Mgela Pamell Phone No. Could not locate
Address 933 Statety Pines Road; New Bem, NC 28560
Name North Carolina Coastal Land Trust Phone No. 910-790-4524
Address 131 Raane Drive, SuRe 101; Wilmington, NC 28403
g. A tist ot previous state or tederal permits issued for wo�lc on tfie project Uad. Inctude pertnit numbers, permittee, and issuing dates.
SV117130804; Craven County; 9/13/13
h. Signed consuftant or agent authorization focm, ff applicable.
i. Wetland delineation, ff necessary.
j. A signed AEC hazard notice for projects in ooeanfront and inlet areas. (Must be signed by prope►iy owne�
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S.113A 1-10), if necessary. If the projed involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Ad.
T. CerGfication and Pem►ission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restridions contained in the permit.
I certify that I am authorized to grant, and do in fact grarrt pertnission to representatives of state and federal review agerq��
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
t further certify that the information provided in this application is truthful to the best of my knowledge. N � � 1 i 2��3
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�
DCNI MHD CITI�'

0
Fortn DCM MP-1 (Page 5 of 5)
Date _ 11I �D )� 3 Print Name w. W�� ��a� S
- i ` .
Signature � w
APPLICATION for
Major Development Pertnit
i���
� +��"-� �
Please indicate application attachments pertaining to your proposed project.
�DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
�DCM MP-3 Upland Development
ODCM MP-4 Structures Infortnation
RECEIVEID
N(�U 13 Z013
ncNr-n�ncrr�t
252-808-2808 :: 1-888-4RCOd1ST :: www.nccoastalmanagenient.net

' Form DCM M�-2
EXCAVATION and FILL
(Except for bridges snd culverts)
Attach this fortn to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sedions of the Joint
Application that relate to this proposed project Please indude all supplemental information.
Describe below the purpose of proposed excavation and/or fill activides. All values should be given in feet
Access • Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Diffuser. 80'
��� Directional
Bore: 1010
LF
Diffuser: 8'
�d� Directional
Bore: 18"
HDPE
Diffuser. 0'-8'
Avg. Exisdng NA NA Directional
Depth
Bore: 0'-8'
D'rffuser. 0'-8'
Final Project
NA NA Directional
DeptFt
• Bore: 0'-8'
1. EX`CAVATION ❑This sedion not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. WA
wA
c. (i) Does the area to be excavated indude coastal weUands/marsh
(CV1�, submerged aquatic vegetation (SA�, shell bottom (SB),
or other weUands (1NL)? If any boxes are chedced, provide the
number of square feet affected.
�CW ❑SAV OSB
�WL ❑None
(ii) Describe the purpose of the excavation in these areas:
To dig a trench in order to install water and ooncentrate lines.
d. High-ground excavation in cubic yards.
M40,000
R�CEIVEID
Nnv � � zoi3
DC�I MHj) CI'!'y'
2. D/SPOSAL OF EXCAVATED MAPER/AL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Material will temporarily be placed within easements. It wilt
then be retumed to trenched areas once the utility lines
have been installed.
c. (i) Do you Gaim title to disposal area?
�Yes ❑No ❑NA
(ii) If no, attach a letter granting pertnission from the owner.
e. (i) Does the disposal area inGude any coastal wetlands/marsh
(CU1�, submerged aquatic vegetation (SA�, shell bottom (SB),
or other we8ands (WL)? If any boxes are chedced, provide the
Located within 20' wide easements. See attached flgures.
d. (i) Will a disposal area be available for future maintenanoe?
�Yes ❑No ❑NA •
(ii) If yes, where?
Within easements
f. (i) Does the disposal include any area in the water?
DYes �No ❑NA
�
.�
'��
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F01'eve DCM MP-2 (Excavation �red Fill, Page 2 of 3)
, s
~ number of square feet af%ded.
❑CW pSAV pS6
�WL ❑None
(ii) Describe the purpose of disposal in these areas:
To temporarily store soit as utility lines are being installed.
Material will then be plaoed back in trench once the lines have
been instailed to retum area to natural grade.
3. SHORELINE STABIUZATION
(If development is a wood grnin, use MP-4 — Sbuciures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _
c. Average distance waterward of NHVN or MIVL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead badcBll Riprap
BreakwatedSill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES
(Excluding Shor+�line Stabilization)
a. (i) wll fill material be brought to the site? �Yes ❑No I
If yes,
(ii) Amount of material to be plaoed in the water 960 CF
(iii) Dimensions of fill area 80' x 8'
(iv) Purpose of fill
To install a diffuser in the Neuse River.
5. GENERAL
(i� If yes, how much water area is affected?
�This secbon not applicable
b. Length:
Width:
d. Maximum distanoe waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during p�ceding 12
months?
pYes ❑No pNA
(i� if yes, state amouM of erosion and souroe of erosion amount
infortnation.
h. Type of fill materiai.
p This sec,�ion not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh (CV1�,
submerged aquatic vegeta6on (SA1�, sheil bottom (SB), or
other weUands (1NL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV �SB
�WL ❑None .
(ii) Describe the purpose of the fill in these areas:
To instalt water and concentrate lines; to construd groundwater
well houses and acoess roads.
. RECEIVEID
N�1� 13 2013
a. How will exqvated or fill material be kept on site and erosion b. What type of construdion equipment will be used�l�:�l(�
controlled? badchoe, or hydraulic dredge)?
Pump around procedures will be utilized where impad to a Equipment will indude rubber tire and tradc mount excavators,
jurisdictional channel will ocxur to minimize the risk of runoff and bulldozers, grade�s, HDD rigs and anallary equipment, and
downstream sedimentation. Sift fenoes will also be utilized. compaction machinery.
c. (i) Will navigational aids be required as a result of the project?
�Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Signs will be needed around diffuser location. Applicant wiil
apply for CG 2554 permit
d. (i) Will wetlands be crossed in transporting equipment to projed
site? �Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Staging area for directionat drill will be in wetlands. The a�a will
252-80&2808 :: 1-888-4itCOAST :: www.nccosstalmanagemen4.reet revised: 1?J26/06

�oA"wt DCM �6�-Z (�ccavation aeed Fill, PaBe 3 of 3)
4 p
be weil-marked in order to minimize impads to this area.
1� �� I , 3 .
Date �—
Craven CouMy Potabte Water Supply and Treatment Faalities
Projed Name
' W t 1� Qivv� S– .f,✓�l
Appiica N e_ � +
" �/ " � �� , � h. c .
Applicant Signature �
RECEIVED
�V��� � ; r����
�CCR� NiHD CIi'Y
252-80&2808 ::1-888-4EtC01�T :: www.nccoastalmanagementinet revised: 1?J26/06

. ,..•o
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Appliqtion for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sedions of the Joint
Application that relate to this proposed project. Please indude all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, faalities, units or structures b. Number of lots or parcels.
proposed. WA
A water t�eatement faality; 8 well houses; 30,000 LF of
water lines and 19,800 LF of concentrate line.
c. Density (give the number of residentlal units and the units per
acre).
N/A
e. If the proposed projed will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation conVol plan at least 30 days before land-distufiing
adivity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
�Yes ❑No ❑NA
(ii) If yes, list the date submitted: August 9, 2013
d. Size of area to be graded, filled, or disturbed induding roads,
ditches, etc.
30.1 acres
f. List the materials (such as marl, paver stone, asphaft, or concnete)
to be used for impervious surfaces.
Well sites will have ooncxete pads and gravel driveways.
g. Give the peroentage of the tract within the coastal shoreline AEC to h. Projeds that require a CAMA Major Development Pertnit may also
be covered by impervious and/or built-upon surfaces, such as require a SMrmwater Cerdfication.
pavement, building, rooftops, or to be used for vehicular driveways (� Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
None „ �Yes ❑No ❑NA
i. Give the percentage of the entire tract to be covered by impervious
and/or buiR-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
1.56 acres
j. Describe proposed method of sewage disposal.
On-site septic system will be used at the WTP site.
(i� If yes, list the date submi�ed: A State Stormwater
Management Permit has been submitted and approved
(SW 7130804). The major stormwater requirements
include a bioretention basin at the water treatment plant
site. BMPs are not required at the well sites.
k. Have the faalities descxibed in ftem (i� received state or tocat
approval?
�Yes �No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type-of proposed discharges to waters of the m. Does the proposed projed indude an innovative stortnwater
state (e.g., surface runoff, sanitary wastewater, industriaV design?
commercial effluent,l�vash down" and residential discharges). �Yes �No �NA
Concentrate; pump out from well sites; minimal surface If yes, attach appropriate documentation. ��I�
nmoff �
NOV 13 Z013
�
� ��� � �
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�O�'DCIII� III��-3 (UplanaA D�veloponee�t, ��ge 2 of 2�
. �.
m. Describe proposed drinking water suppiy souroe (e.g., wetl,
community, public system, etc.)
Projed wil{ provide drinking water supply to Craven Courrty
residents
o. When was the tot(s) platted and �corded?
wa
n. (7 Will water be impounded? ❑Yes �No ONA
(i� If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
�Yes �No �w�
I�IL (�3
�—
Date
Craven County Potable Water Suppy and Treatment Faalities
Projed N e _
��I�,�. _
Applicant a e
_ �A/ � _ � � ���c,
�� �,p
App{icaM �gnature �
� ���
NOU 13 Z013
�
DCM MHD CTI'Y
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanageenent.net Pevised: 12126106

List of Figures, Tables, and Appendices
Craven County Potabie Water and Treatment Facilities
Figure 1. Vicinity Map
Figure 2. View of Neuse River showing width of waterbody, ACOE navigation channel,
and outfall location
Table 1.
Appendix A.
List of Temporary and Permanent Impacts to Jurisdictional Areas
lmpact Maps WI 1-21
Appendix B. Additional Civil Site Plan Maps:
WTP Civil Site Plan (C100)
Diffuser Cross Section (C311)
Off-Site Utility Line Details (D300)
Diffuser Detail (D301)
Appendix C.
Appendix D.
Appendix E
Deeds for WTP and Well Sites
Letter from County Attorney Regarding Status of Easements
Modeling Analysis
Preliminary Jurisdictional Determination Letter from the USACE
1tECEIVEI9
Nt1V1�2013
DCM MAD CiTY

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Map Source: Google Earth; Imagery 2011; Navigation Channel information from ACOE Wilmington District website; utility line location provided by McKim and Creed
Craven County Potable Water Supp�y �;,; ?, ,�
& Treatment Facilities �' �����f� �' Figure 2. View of Neuse River showing
CAMA Major Permit Applicatio��,�, ,, ,, ,�„�,.�m�roUp.�et � width of waterbody,
September 2013 � i�s J'�� ' Phone: [phone] •1.866.LMG.1078 ACOE navigation channel,
Fax [phone] and outfall location.
3805 Wrightsville Avenue
40-13-039 ,„ ,l, „-;, - Wilmington, NC 28403

Table 1. List of tem ra and ermanent im acts.
Wetland Impact (s� Stream Impact (L� Buifer Impact (sfl RPW Impact (s� Public Tnist Bottom Impact
Type 10 Figure # Zone 1 Zone 2 (sfl
Temp. Perm. Temp. Pem►. Temp. Perm. �emp. Perm. Temp. Perm. Temp. Perm.
Utllity A WI-2 14 4
Une B WI-3 118
C Wa4 89
D Wa5 �
E Wa6 194
F WI-6 191
I WI-8 6.7
L WI-10 6,740
P Wl-13 1,154
Q WI-13 75
R WI-14 308 5.1
S WI-14 251
� yy�.�g 191
Weil SPZ WI-18 3�
Site FB5 (G) VYI�21 13 321 68 413 227
HDD L Wa10 6,727
DHfuser WI-11 896 640
TOTAL (s� 15,785 0 15.8 321 68 413 227 366 322 896 640
TOTAL (ac) 0.362 0 16 0 0.007 0.002 0.009 0.005 0.008 0.007 0.021 0.015
Craven County Potable Water Treatment Facilities
CAMA Major Permit Application
September 2013
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�
�ECEIVEID
NOV i 3 2013
�C:�?? R�?iD CTg'Y

Appendix A. Impact Maps WI 1-21
�cE�m
Nnv 13 2013
ncNr-��xncrr�

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10" PVC RAW WATER LINE
STREAM A
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IMPACTED � IMPACTED D����
WETLANDS STREAM
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SQ FT WIDTH LENGTH
MPACT 14 IMPACT 8 4 SCALE: 1"=50' Horiz.
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F-+� WETLAND & STREAM IMPACT MAP A WI-2
Raleiah North Carolina _ _ _

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Raleigh North Carolina

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� 1tECEIVEID
NOV 1 � 2013
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TRANSFER '� /J ��
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�; %� FINISHED WATER , - �
\ ,' STORAGE TANK �' � < �
� � �
IMPACTED �' �
WETLANDS � o
WETLAND IMPACT w
� / .��
WETLAND #T TEMP. WETLAND U# TEMP. 50' 0 50' 100
SQ FT SQ FT
IMPACT - IMPACT - SCALE: 1'�=50' (Horiz.)
��jl� �6'?��(�'j?'G'�iT1 CRAVEN COUNIY POTABLE WATER AND TREATMENT FACILITIES
1Vr i �..���+�.i��
\/ 1730 Vanity Drtv0. Su�le 500
vno�.: (e�e)vraos�, Fox (e�e)�.u-sosi
F-+�� WETLAND & STREAM IMPACT MAP T& U WI-15
Raleiah North Carolina __

II
( ' � \
1- PLANT CNIL SITE PLAN \•''
,�'cT' ,•°'°' �
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� �
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��MCjQ�/j�'y� � �' ;= � CRAVEN COUNTY
n3o v�.�ty o�+w. s,na �oo
aoietsn, Nw�n caratno veos �' 406 CRAVEN STREET
e ,womo'msnva wrmu �
.,m„�� �� anw,« (s�s)zsa-eosi. F� (sie)zzs-eo3� �� NEW BERN. NC 28560
. ���..�. ,am, u�� F-izu
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so' o ao• so•
sca.e i•�w• (Hwiz)
CRAVEN COUNTY °�� ��' �� "`"`�°°
POTABLE WATER SUPPLY AND ""� "�" '°°�°°� �oo
�� � �w � �
TREATMENT FACILITIES — PHASE I °� �° '�-'� C100
a¢aao eve �
PLANT CIVIL SITE PLAN � 909G DESIGN SUBMITTAL �

UNDISTURBED � TM�ST
COLLAR (l000 P.SI)
� ' �. �♦ �. <i..�wc.st��_s x. TRENCH
�� • ♦ YAIN WALL
t♦ • ♦
1REN s ; i� TANPED
WALL -_= g*t, ++ r e;vr�y.� r••w 4 y BACKFlLL
a
NDISNRHED
PLAN ��
� °`a�V41Y�rL
NOV 1 � 2013
DCM MHD CI'i`Ys
CWfJEIE �.OtlU117�
TAPPND VALK
Y1M vALK BWI
THRUST RESTRAINT TABLE
N.T.S
k703T UAIER Y�l1
sas.vE
IEW �A1ER lD1E
�ffi..
1. TAPiW6 9iEVE 9U1LL BE GA80G7ED Oi TYPE 7D1
SH AID PRGMOC A]60' g/iL AROUtm flOSINO
PIPE MM Flpl OYQA6FIEIIML 615KET.
s i�vnw s�tc�c auu ec aa +as ,cr �e�, Fortn
r�s Rauc ssr aa ercaorm cauu.
TAPPING SLEEVE AND VALVE ASSEMBLY
N.T S
nQffs
i. �uuw � s+uu eE edimm uxoss
YM1110LE.
2 CdI1RACi0it 70 INSTAl1 YAW AT OFP7N
REOUWED TO FAC61TAlE MSTALLA710N OF
AW REIEASE WtOIOLE AT MW PdNT OF
1 SEE {i.ANS i'OR PIPE W1E1tlA1.
1. MOIERE WICIRE IRd/ PIPE R SlIWM OM
7!@ RANS. OEIEIE 111E C011LT8i B�SE
At0 f�1T iHE Q1f9DE OF iNE PIPE T1E
SMIE AS 111E pI510E Oi 7XE Y�NNIXE
COII�NMION AOt AqllA/
�rm �nt vave
5 qA PREG5i
CONGiEIE�
YMOIOLE
N11H FLAT TOP
FlNISHFD CRADE
1Y�S' MUl
2{' WUL
INSmE OF MV NNIOi01.E SHALL BE
FACTORY EPDXY COAIED WN. 60 ►m
SURFACE DRY. EPOOfY SEALER PRIYE
COA7MG NID FUOSN COATING SHALL
8E NSP 10D M1D NSP 12Q
TAPPt10 SADDLE
SQIm� n F
�w o`.am �aYOaa ssis� muu wns mar �m isaeo
A �
YXif' Td � Olt
1I t'1 Pd • dt
fp' Y-1• fy • O[
ar r-t �e r �
r� r-r , io
�r r-r w� • m
r.._�.t�-B� ��,��ST
A +�� COLLAR (J000 P.SI )
µ�0 D LP.
� RINO NAIN
LyECHAN�CAL � � ♦ O
JOWT v
TAPP£D SECTION
PLUC
M
♦ y �
. I t + t
+ � �
•� t
� .i • * .
♦
.' , <
RONFORqNG
N01E:
8' TO 18� NAINS � 12-N0. 7 BARS
20' TO 38' WAWS � 12-N0. 8 BARS
BARS PLACED AS SHOWN
THRUST COLLAR INSTALLATION
N.T 5
SFJ1L
S' DIA PIIECAST
�lE � OtE
2000 P9 �1E
• aaw Ho� a caxa�
8ey �sov� rwae m oa�) Rrv a�
LOQ(ABLE 24' RW6 3 COVER qCDO7
TRAFFIC RA1ED N 1' ORIl1ED VEIIT NOIE
USE STAIISE55 5 Iff1WEAD BOLTS
FWSX M1N FlNSMm CRADE
YA10fOLE STEDS 91AL1 BE
- PLACED 16' O C MMEII
DEPTI OF YuMOIE EXCEF.DS 5
BAqf FW511 A7TAOWdT
r7M Wlldt QMJiIFR
PIPE
SmOI
Y � DRAIN NOIE
(lYP OF 2)
r cawenunm� ua/��anw �n
NR RELEA.g VAIK
Y �now vwve u+n
OLLFT PIP016 SIWLL BE
Shc ID SS 316
MiLY WBaCANT 70
EXTERIOR OF VvC PIPE
m r�r eam
�-- Im1 1Y �7 5Id1E
200U P9 fbHfFEIE
COMBINATION AIRNACUUM AND AIR
RELEASE MANHOLE
N.T S
Nypp�YT lFF
PIAM �IIQ$ �]g$
au�cx
,. cawae� s�uu ec aow rs wa.
2 OONOtflE iOR 7NRUSf BLOOOMO 941LL BE 1rtPT
r,�r ortx n�us r,uawo n+� a�re �cocc
SNAPE YORE EASRY fqt1ED �N7N iNE YD6T
PMT (&DpONO AIBA) ACAIMSi UMOL41lI1�D 306.
1 NO �f'IE SXN.L COVFR AN'/ BOL15 OR OI,ANDS
w a.� nrn�w wo ��cs m ee a+�w�o
ren��+a a aarnxnDrt aaoa m vow�o
a wwia ov nueusr e�oamio sHUL ac w4 sxoww
a� na mausr wnavwo sagou�.
a nonsr aaac omw e�o ax rmaa�i¢r
OR7 ClAY dt fSEAM ON'I SAMD NI7M A
YDIGUY �ARIN6 PRESAlME OF �000
�. � so� cor��rows oo-� � nrc
ati n� n�usr e�oac s� rai �m m eE
RE-EVALUA7FD.
FON Ug N F�VED ANEAS i0R 16E bl UIPAYED ANLA4
VALbE 800� ODY4A
a
a
IYOSNm tlt/�DE
IN PAVED 11REA �gqp ��
W IA�IIVFD MEA
___ ' �
B�SE COIIRg � _ _ � �
= ' f�NfAE1E
' -- pIGlSEYpR .. �
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-- = vuvE eac ;
_- b ..-
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IRM UMY W£ '" _' � ' •
VKYE � � � VAWE BOIf
�� �
TA1�m 8�1I1 � &AOOMO AT aOCD P�T
uCnoM gey
��w . r�v ee usEn Fna v�uvic emc cxicwsiars
L YKK BOIt SNWID NOT CONT�CT 1E1M UILL11Y I/IC
dt VKYE
a�h vaot[croa �axo w�r e[ usm w�u ac
ENf�Y11EMf p UWAYED AREA4
VALVE AND VALVE BOX INSTALLATION
N.i.S
1B' BL1ND
(om or a
B
TPFA7FD lO�ER PLLE
�CW6 O 30 FL. 3 TOLIU
r�
1
na.
DIFFUSER DETAIL - PLAN VIEW
SCME � N.TS
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THRUST BLOCK DETAIL
µr.a
ODAT 11YORAMT BONNET AID
NOmE CI1iS •/'MIRT
N61EC�E NK X'NRItMT PNNf
sdwe rom. n..o
i9161ED GRAOE-
WIOlEIE 711Itl8T &Of1I
i.
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2 �OONf. 1XRUST BLAfII • • • •
m�uvc�asesart.
�ff �} �` r°' �m.>
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nNms suu ec arut v�r �r
a m�c s� xma�wr ��m�r onueEs
w rv� Nroaurt e�u ui �me: m�r r�w ua hc
���
FIRE HYDRANTASSEMBLY
N.T S
r t�tDC x ssr o�
VAWE (IYP. OF 1Y)
,a- �
(wvs. ,s3•
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m es scr �t�w r-+•
awme
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� 1U7E1611@ 91E YuEE3
gE R�NS
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GlE vKYE
V�LYE 9W1 BE PIIfE ON tNE
wm� ww smE ar aao dra
�-�r ,vr� m. :: no�oco �aos
YN. 4 EA PER SEBIQIIT
a+'�ao-ao' �mrs wr �
USm �T AOM1S N UEY Of
iumm vae (mav �
CWYiR TO PLLE M/ SiNNlESS
SIEEL SIRIIP 3 IU�IMARQ
��MOLE N/ 1' dA
t�B11R FIGI 90E
Y x �• x i.s•
caxa� cou�a
-4'X13'7f 13'
COIICREIE BASE
�avot aartou
DIFFUSER DETAIL - SECTION A
sce� - i/Y - T
� ,,,,,,.,,�.,,,,,,, �` CRAVEN COUNTY �,�: gP.�: � ��..�
=.: +�'�" �'�� �� :, ;� �} CRAVEN COUNTY POTABLE WA�TER SUPPLY AND � "`°'.• ,°°�°�° �w D3oo
. e�� . '_ �l�l� ' ' .. , _ .�»� � ..a
' TREATMENT FACILITIES PHASE I � a" � D301
_ � •j ± 77J0 Varalty Drlve, Suite 500 � . •• f � a�� � ��
' � e RaIMgA, NaM Cwq6�a s�soe •;- �tf 406 CRAVEN STREET GIVIL °RO110R� °'' ""
:, ano�« (sie)2as-eosi. F� (�s)sas-ea3� NEW BERN, NC 28560 Pn
"�o� :�� �^°� F-'� (2s2)sas—ssoo OFFSI7E UTILITY UNE DETAILS „� 9� o�� ���n� �
�"�����������,,. 1 u
wwr.mekb�dean

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�
eEnom
wm�snarem uuim
tmar. � guu ec emoco w m
sraoro aa um �mmrw P aeta�
BDT10Y OF PPE IME�1 NET AREAS
ua e�an�tuao
Iss- + na wx
r ,r, ao �
nca�
�. �uas e'� um siwrn suu �uve �mmar a r
COVFR. WWS L�RIiR TfAN C� 9WL MAYE A
�m�mn a s-e• oom+.
2,�mmau� uwm wmmws wr ee acpmao
1MIEFE A� YAUI �¢S AN ElO47Y10 U7LL11Y LGF OR
ORACUIOE OWdFl. RFiFR iD APPIlCABLE DE7ALLS
oucn� iRON rwr+
PIPE UIVINO CONDRION
EIEC7PCICC WRKER BMLS 11T 107 PI�
KN1FIt t AT BElmS Y�pIQA 9µtg gWl
E WSTALLID AT 1 1/2 10 7 DFFP.
yQff. YAIO�R BILLl.4 SII�LL BE OISTAl1ID
�nr rn� vwE. r�an a�us
sruu wor ee wstwm �mt �a w�s
ecn� caa�c�r e�ao-uim
�
1/Y EII�ANSION AOWi
frrv eon� s�s)
O05T UNWS1URBm
WIICREIE SI11B
e- eorv�clm
ewec e�
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� I l�EC�IVk�
� �
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E d1qqEL lY + 40. Ynl
PVC YWN
UYING COqDI710N
PIPE LAYING CONDITIONS
N T.S
IAmIS1UR�D CbIfREIE OAI
� P�� —
MNf Bn!-MI MI11 { CEN1ERm DI SlAB
�e� � naaoass a a000 ra �e
. • G1T (Tp 801N �ES�
� - •.,•,�.�
�
e
. .-PROVOSED FAIER lD1E
ro ee oar�uco �t r�mw �x� whavus rae Pac
OON57RUCim IO11N� RiWO AFEAS
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rw
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ir �ma ono
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AM71-5� fall� W l�ll OF t�¢ BEMT0101E ANII-� COLLAR
91�M1 ABOVE AIM PWOR APPROVK BY ENB�IEER.
ANTI-SEEP COLLAR DETAIL
ILT.S
E7051IN6 CRp1ND
� y�; /�-E�n- S71NG GAS YAW
FORCE MA01 SNALL BE MICTLLE IRON J 192E VAWES)
CAVFR GMIO �SYAWTAINED OUAIE � ( Y �
18' NIN YAM
f3F./�RANCE
_ _ _ _ __ __ _ = 1
20 lF D.L flPE CENIERED ON DOSIMG NOIE: CONTRACTOR TO PQ60RY
WS YAM WfrtRE 1@I. qEMANCE VACUUY Nd.E IESlIN6 PRIOR TO
CANNOT BE YAWfAWED (DIAYEIER IXCAVAT�N AIID XAND Dlfi dt USE
VARIES) S0�0lAR � ARY �
PIPE CR05SING DETAIL'D'
N.LS
T EIOST Cp1CRETE ORIVEYAY
(SEE NOh �
WSED �UiER LY�
co�h oa�w�r
OF ROAD PAVE�m1T
�CT10N r�"'
iroic
t�lE 71aOU�SS SNNL YATOI EfOS1M0 6 fi1FMER 7MhM 6'
Z 71� �1 9� W1E��LL SXALL BE BK1lNlED MM ptv SOR dt
�ec siaa m n¢ eotror a na wmvogo smm�. na a�nffni suu
E PLAfiD AIm COI�ACIED M AOC�VIfE \11N iXE PRO�ECT SPEpiU'J�710NS
a mrtR,�cme auu aEVUa cacac� w m n� xuacsT
JODI7 ON fl71RR SmE OF QR AT MO /�DdIIW1AL 008T
TYPICAL CONCRETE DRNEWAY REPAIR DETAIL
Krs
e,: �t;:;
orUOUC� v�
24' MIN. Cl£ARANCE (CONCdTRAIE F1�
dt 18' ►UIL CLEARANCE (WAIER)
�rnnusT cau�a
YJ VQtT
BEIWS
`n+RUSt cau�R
v � � zn�3 "�
• YAIN SHALL BE DIIC7ILE RlON RPE AT ALL AREAS IIM1IERE ADEWAIE
WVER CAlINOT BE MAD(TAMFD
� CONTRACTOR 4AY IISE YJ Fl77INC5 NiM RESiRAdOJG CLMIDS AS
ACCEPTABIE AL7ERNA7IVE TO ROOWNQ
�M�CI7�X PIPE CROSSING DETAIL'A'
N.LS
n�
i i�a
�i i
�i i��
I 1�
5 IOK
—� DIP—
PLAN VIEW
NEN MAPI
(WAYE7ER VARIES)
�
• MAM SHALL BE WC1LLE IRON P(PE AT ALL AREAS tl� ADEWATE
W11ER GIOIOT BE IIA�ITAOIED.
« coHm�cma �ur usE �u rmwcs wm a�wwm�� c�u+ns �s
ACCEPTABIE ALIERNATrvE TO RODDING
cROUNu
��)
sron� ow�w vroc (9�
i�' YIN. ClEARANCE (CONC�i7RAlE FM)
OR 18' ►01. CIEARANCE (WAIER)
�zaNrw� �-w� avc ►ua
BENDS (TYPJ (p��7� y�5)
� ROT���
S • DIP
�n �
SEClION VIEW
tl4ff:
• MADI SXALL BE WC7RE IRON APE AT ALL AREAS �Iff.RE I10EOUATE
COYEit CAtWOT 8E HAINTADIED�
D
'� CON7RACTOR MAY USE W FlTTINCS MRM RE51RAItmIG d.ANDS AS
ACCEPTABIE AL7ERNAThiE TO ROGDINC.
PIPE CROSSING DETAIL'B'
ILT S
� _
� � s
� �
o • �
o ��._ _ �
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�t ss eRiuc aoos suu eE �
mam m �a orc,�sErdT rwE. �
aaos suu ec v�wreu �
Y CM75 OF BI11A01Q75 Blg PAOIT
IG.OPIRIS OR NriON �ALiR3 iSFE MDIE ?�,
� �,� ornosc nas ein � �
Plltl
�¢avxcwE oa wr�aM
SPAfSR3 iSEE MOIE �
0
CARA�R P�E
SIIEELL OICASi11EMT P�E
SEGLON
�
�. x�i¢ a �nnx sv�nts suu e[ �a w �au or iumne scros
: nm sv�es vm aourt suu eE usa ta� wa. u�x rw[ �rm
naaE SGACERS PFR JOIMf sNILLi BE USED iOR Pvc cAFN¢A MPE
1 2 EA. ii� 5.4. BNmIE ROOS 97A11 BE AEOU0IED 01 ALL 1D�8 8�� IVm SYpLLER.
4 EA ii 48 BIiOLE RODS SXALL BE AEOINIE'D pJ ALL 1D1E4 fC� um uRf7A.
�. CMR�ER OIPE SXl1l1 BE RESIRAO�FD dODIT.
STANDARD BORE ENCASEMENT
N.TS
-•' �r-ii-fi=u-ii=u-u=u=u-n=li-it �li � ir-u-i 'r' ii=li=i-•.
'-11=11=11=11=11=11=11= i-'- - - - - - -
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-11 II��II� II. II-II II i -- �
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`�►�MCIQ�/j�'y�]� < ✓ =' ;- g: CRAVEN COUNTY
1730 Varotty DAve, SLite 500
Raeign, Noru cora�a z�sos �� 406 CRAVEN STREET
Pnon« (sts)z33-eoet. Fac (sta)za3-eo3t NEW BERN, NC 28560
u� F-�z22
� 12 [phone]
www.mcktrnaeed.can
IXIS7ING UfILf1Y LP1E
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OFFSITE UTIUTY LINE _ DETAILS 1 OF 5
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0� CONCENTRAIE DISCHARGE DIFFUSER� INS ALL BY HORIZONTAL DIRECTIONAL DRILL PROPOSED CRAVEN - � f \ � ENTRATE LINE
i(LUMP SUM PAY IiEM) �' fR01A DIFFUSER (500+50t) TO STA. 513+SOt i COUNTY 20' PERMANENT I�,i 16' 11.25' RJ BEND (VERT.
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� �� �+��/� Ci'ti►VEN COUNTY POTABLE WATER AN� TREATMENT FACILITIES
=.i°�'s'�°'��""-O°' '��0��"'''-O°" NEUSE RIVER OIFFUSER C-3� �
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