18-14 Craven County

Class
Permit Number
18-14
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Craven Countv c/o Rov Haves. 2830 Neuse Boulevard. New Bern. NC 28562
Authorizing development in Craven County at adi. the Neuse River, at the end of Flanners
Beach Road near Stately Pines as requested in the permittee's application dated 11/6/13, including the
attached workplan drawings (28), all dated received in MHD City on 11/13/13
,This permit, issued on March 3.2014 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
=1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the above referenced property, including but not limited
to the administration building, storage tank, transmission lines, production wells, and infrastructure
- associated with the development of the water supply and treatment plan, all as expressly and
specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a
y Division of Coastal Management representative at [phone] for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
,;personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2017
sL,I,th�at
issuing this permit, the. State of North Carolina agrees
your project is consistent with the North Carolina Coastal
agement Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
` A� Braxton C. Davis, Director
0,
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

'-Craven County
Permit # 1$-14 .?
Page 2 of 3
2)
ADDITIONAL CONDITIONS
Discharge/Diffuser Structure
Unless specifically altered herein, this permit authorizes only the construction of the discharge/diffuser
structure, all as expressly and specifically set forth in the attached permit application and workplan
drawings. No other structure, whether floating or stationary; shall become a permanent part of this
structure without permit modification. No non -water dependent uses of structures shall be conducted
on, in or over public trust waters without permit modification.
3) The alignment of the authorized discharge/diffuser structure shall adhere to the alignment depicted on
the attached workplan drawings. Any proposal to change the alignment may require a modification of
this permit. Contact a Division Representative at [phone] for this determination.
t4) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters adjacent to the authorized work.
5)'1 Warning signs and markers shall be installed marking the discharge point and associated anchors, and
shall conform with any and all appropriate regulations governing such structures, including but not
limited to marking and lighting requirements of the N.C. Wildlife Resources Commission and/or the
U.S. Coast Guard.
-This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
,i plan to the Department of Environment and Natural Resources, Division of Energy, Mineral, and
Land Resources, 943 Washington Square Mall, Washington, NC 27889.
7) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
[�8)_ ^ ` ` Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
_ensure that eroded materials do not enter adjacent wetlands, watercourses and properly (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
9) F The Division of Energy, Mineral, and Land Resources approved this project under stormwater
x.
management rules of the Environmental Management Commission under Stormwater Permit No.
4 .7130804. Any violation of the permit approved by the DEMLR will be considered a violation of this
CAMA permit.

Craven County Permit # 18-14
Page 3 of 3
ADDITIONAL. CONDITIONS
Easement
10) A Subaqueous Easement from the Department of Administration's State Property Office may be
required. The permittee shall contact the State Property Office prior to the initiation of construction of
any subaqueous utility lines to determine if such an easement will be required. Any required easements
shall be obtained, and a copy provided to the Division of Coastal Management.
General
1'1) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit,. or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
12) , No open water areas or vegetated wetlands shall be excavated or filled outside, even temporarily,
outside the area indicated on the attached workplan drawings.
` 13) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many development or
land disturbing activities are not allowed within the Environmental Management Commission's
Neuse River Buffer. Contact a representative of the Division of Water Resources at (252) 946-
6481 for more information concerning allowable uses within the Neuse River Buffer.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under General Water
Quality Certification No. 3900 (DWQ Project No. 14-0005), which was issued on 1/29/14.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2013-02460.
E '

a
LMG
LAND MANAGEMENT GROUP me -
Environmental Consultants
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 supporting materials for a CAMA Major Permit
application. This application proposes 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. 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 Attorney 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.
Sinc
Kim Williams
Environmental Scientist RECEIVED
Enclosures NOV 13 2013
CC: Mr. Rusty Hayes, Craven County
Mr. Chris Windley, McKim & Creed DC '_MHD C'TY
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 eastern portion 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, Inc 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 aquifer 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. RECEIVED
Nn v 13 2013
Existing Conditions
DCM-1vfHp
The proposed project area consists of a 10-acre site for the Water Treatment Plant, eight one- acre well sites( ne
well site is located on WTP site), and approximately 27,000 linear 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 (NSW) by the North Carolina Environmental Management Commission.

r.
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 activities 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 intended to
recognize those waters which have low velocities and other natural characteristics 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 designation is given to all tidal salt waters protected for secondary
recreation such as fishing, boating, and other activities involving minimal skin contact; fish and noncommercial
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 RECEIVED
The proposed project is as follows: NOV 13 2013
Water Treatment Plant
DCM-MHD Crry
o 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 concentrations of dissolved organic material. Although
several different treatment technologies were evaluated in the engineering alternatives 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.
o 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 production. The CCWTP site will be fenced and the
entrance will be provided with a motorized security gate with keypad and telephone.
o 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
CAMA Major Permit Application
Project Narrative
2

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 stonmwater
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 anticipated. Based on 20-year flow projections obtained from Craven County's existing service
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
County'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 alternative. The eastern
portion of the County between New Bern 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 -Rayne 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 secure 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 these 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 FB5 (Appendix A; WI-21).
Craven County
CAMA Major Permit Application
Project Narrative
RECEIVED
NOV 13 2013
DCM-MHD CITY
3

Water Transmission System & Potable Water Treatment By -Product Line (Ground Water Concentrate 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 impervious 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 distribution 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 will 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 impervious 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 construction, 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
disposal is to discharge via a new diffuser in the Neuse River.
o Pump around procedures 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 details (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 will 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 RIW 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.
Craven County
CAMA Major Permit Application
Project Narrative
RECEIVED
NOV 13 2013
4
DCM-MHD Cfly

Diffuser
o A Modeling Analysis was completed for 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 application 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 will 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 hold 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 (silt fence, tree protection fence,
temporary construction 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 horizontal
directional drill (HDD) equipment.
• The HDD equipment will be mobilized to the site and set up within the cleared easement.
• The HDD installation will 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.
RECEIVED
Craven County NOV 1 3 Z013
CAMA Major Permit Application
Project Narrative
DCM-MADCITY

• 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 returned
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 specifications.
• 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 shoreline. This length 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 structure will leave 5.5' of water clearance for boaters. Navigation 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 warning 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
warning 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 negative impacts to the public. Modeling of the proposed diffused Flow has been
performed, along with pilot plant toxicity testing 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
NOV 13 2013
Craven County
CAMA Major Permit Application DCM-MHD CITY
Project Narrative

DCM MP-1
APPLICATION for
Major Development Pe
(last revised 12/27/06)
rmit
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Craven County Potable Water Supply & Treatment Facilities
Applicant 1: First Name
Craven County c/o Roy "Rusty'
MI
Last Name
Hayes
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
2830 Neuse Boulevard
PO Box
City 7NtC
New Bern
ate
ZIP
28562
Country
USA
Phone No.
252 - 636 - 6615 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. Age► tlContractor Information
Business Name
Land Management Group, Inc.
Agent) Contractor 1: First Name
MI
Last Name
Kimberlee
C
Williams
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Ave; Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext. 1908
ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
RECEIVE
<Form continues on back> NOV 13 2013
.n 252.1308-2808 .. 1.888-4RCOAST .. www.nccoastal management at

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
Street Address
State Rd. #
County (can be multiple)
Hwy 70; SR 1107; SR
Craven
Along Highway 70; Stately Pines Road; Flan ners Beach Road;
1106; SR 1105; SR
Lewis Farms Road; Old Mill Road
1251
Subdivision Name
City
State
Zip
N/A
New Bern
NC
28560 -
Phone No.
Lot No. (a) (d many, attach additional page with list)
- - ext.
I I I ,
a. In which rarer basin is the project located?
b. Name of body of water nearest to proposed project
1NC
IVektS¢�
Neuse River; Otter Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Neuse River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Craven County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (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 tract above NHW (normal high water) or
N/A I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
Most of project area: — 25' - 39 ❑ NHW or NNWL
e.
Vegetation on tract
Wetlands within the well sites generally support red maple, sweetgum, black gum, and red bay in the overstory and shrub
layer. Herbaceous layer supports cinnamon fern and cane. Wetlands along the water line are mostly maintained and support
limited herbaceous vegetation. Uplands predominantly support loblolly pine, sweetgum, red maple, and horse sugar.
f.
Man-made features and uses now on tract
Well sites are all undeveloped and forested. The WTP site is in crop production. The water and concentrate lines are
located within existing DOT and utility line easements. RECEIVED
g.
Identify and describe the existing land uses adiacent to the proposed project site. NnV 13 Z013
Adjacent land consists of residential, commercial, and agricultural uses.
DCM-MHD CrrY
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
No County -wide zoning. The CAMA LUP zoning districts
(Attach zoning compliance certificate, if applicable)
proximal to the project corridor and WTP are
®Yes ❑No ❑NA
predominately Conservation, Residential,
Agricultural/Low Density Residential and Commercial.
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
252-808.2808 :: 1-888-4RCOA8T :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
National Register listed or eligible property? 1
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? []Yes ®No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes [:]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
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 well sites has two water supply wells, one drawing from the Black Creek aquifer and the other drawing
from the Pee Dee aquifer.
p. Describe existing stone water management or treatment systems.
N/A
S. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Publir/Govemment
❑Pmrate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project is needed to replace the water use reduction related to the Central Coastal Plain Capacity Use Area (CCPCUA)
regulations 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 Cretaceous wells located in the dewatering and saltwater
encroachment zones of the Central Coastal Plain. Craven County is located within 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.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction methods for the project include open cut excavation for foundations, structures, and utility lines as well as
trenchless methods including horizontal auger boring (bore and jack) and horizontal directional drilling (HDD) for some of the
utility lines. Equipment will include rubber tire and track mounted excavators, bulldozers, graders, HDD rigs and ancillary
equipment, and compaction machinery. During the project, equipment will be stored in uplands within the project area.
d. List all development activities you propose.
Craven County proposes 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 19,800 LF of concentrate line that will discharge via a new diffuser into the
Neuse River.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 30.1 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
NOV 13 2013
252.808.2808 :: 1.888-4RCOA3T :: www.nccaastaImanagement. nePC&f-MHDC)TY

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
Well sites and water lines will temporarily and permanently impact wetlands, streams, 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 project narrative and table of impacts for additional information.
or stornwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No [IRA
j. Is there any mitigation proposed? LJYes NNo LJNA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnfonnation
In addition to this completed application loan, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (n are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently 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 claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (ripadan) landowners and signed return receipts as proof that such
owners have received 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 project to the Division of Coastal Management.
Name Charles and Amanda Oakley (easement landowner) Phone No. Could not locate
Address PO Box 1009; Havelock, NC 28532
Name Keith and Angela Parnell Phone No. Could not locate
Address 933 Stately Pines Road; New Bern, NC 28560
Name North Carolina Coastal Land Trust Phone No. 910-790-4524
Address 131 Racine Drive, Suite 101; Wilmington, NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW 7130804; Craven County; 9/13113
h. Signed consultant or agent authorization forth, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), 'd necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review ager%§@LtpVED
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. N O V 13 2013
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net
ncM-naxnctTY
11

Form DCM MP-1 (Page 5 of 5) APPLICATION for
I.
Major Development Permit
Date (� (0 I i 3 Print Name 4, V v l 11�, S
/ I _ `
Signature I `, �'y� �
Please indicate application attachments pertaining to your proposed project. — 1
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
SDCM MP-3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
NOV 13 2013
DCM-MHDCffY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. 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'
Length
Directional
Bore: 1010
LF
Diffuser: 8'
Width
Directional
Bore: 18"
HDPE
Diffuser: 0'-8'
Avg. Existing
NA
NA
Directional
Depth
Bore: 0'-8'
Diffuser: 0'-8'
Final Project
NA
NA
Directional
Depth
Bore: 0'-8'
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
N/A
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
To dig a trench in order to install water and concentrate lines.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Material will temporarily be placed within easements. It will
then be returned to trenched areas once the utility lines
have been installed.
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
[]This section not applicable
b. Type of material to be excavated.
N/A
d. High -ground excavation in cubic yards.
—40,000
RECEIVED
NOV 13 2013
DCM.MHDC1Ty
❑This section not applicable
b. Dimensions of disposal area.
Located within 20' wide easements. See attached figures.
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Within easements
e. (i) Does the disposal area include any coastal wetlandstmarsh I. (i) Does the disposal include any area in the water?
(CM, submerged aquatic vegetation (SAV), shell bottom (SB), []Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
282-808.2808 :: 9.8883RCOA8T :: www.necoastalmanagement.net revised: 12/26/06

Form- DCM MP-2 (Excavation and Fill, Page 2 of 3)
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
To temporarily store soil as utility lines are being installed.
Material will then be placed back in trench once the lines have
been installed to return area to natural grade.
(ii) If yes, how much water area is affected?
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level, h. Type of fill material.
Bulkhead backfill _ Riprap
Breakwater/Sill Other
I. Source of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes []No []NA b. (i) Will fill material be placed in coastal wetlandstmarsh (CW),
If yes,
(ii) Amount of material to be placed in the water 960 CF
(III) Dimensions of fill area 80, x 8,
(iv) Purpose of fill
To install a diffuser in the Nauss River.
FKc3z.7--4:7 J
a.
or fill material be kept on site and erosion
controlled?
Pump around procedures will be utilized where impact to a
jurisdictional channel will occur to minimize the risk of runoff and
downstream sedimentation. Sift fences will also be utilized.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the fill in these areas:
To install water and concentrate lines; to construct groundwater
well houses and access roads.
NOV 13 Z013
b. What type of construction equipment will be usedAblld-MMIM
backhce, or hydraulic dredge)?
Equipment will include rubber tire and track mount excavators,
bulldozers, graders, HDD rigs and ancillary equipment, and
compaction machinery.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes ❑No ❑NA site? ®Yes []No ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
Signs will be needed around diffuser location. Applicant will environmental impacts.
apply for CG 2554 permit. Staging area for directional drill will be in wetlands. The area will
252-808-2808 :: 1.888-6RCOAST :: www.neconstaimaneaemenLiwt revised: 12/28/08

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
be well -marked in order to minimize impacts to this area.
Date
Craven County Potable Water Supply and Treatment Facilities
Project Name
Applies
Applicantlftnature
RECEIVED
N� V . L!3
DCM-MAD CITY
252-808-2808 :: 1-888-4RCOAST u www.nccoastelmonaoement.net revised: 12I26106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Farm DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
A water treatement facility; 8 well houses; 30,000 LF of
water lines and 19,800 LF of concentrate line.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
SYes ❑No ❑NA
(ii) If yes, list the date submitted: August 9, 2013
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
i. Give the percentage of the entire tract to be covered by impervious
and/or built -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. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
Concentrate; pump out from well sites; minimal surface
runoff
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
30.1 acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Well sites will have concrete pads and gravel driveways.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
SYes ❑No ❑NA
(ii) If yes, list the date submitted: A State Stormmwater
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 facilities described in Item (i) received state or local
approval?
❑Yes SNo ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes SNo ❑NA
If yes, attach appropriate documentation. RECEIVED
NOV 13 2013
DIM -"+`MO CITY
252-SM28082 :: 1-111188-4RCOAST :: www.neeoastalmananament.nat revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Project will provide drinking water supply to Craven County
residents
o. When was the lot(s) platted and recorded?
N/A
it (� I13
Date
Craven County Potable Water Supply and Treatment Facilities
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes [-]No ®NA
Project Na e
Applicant a e 1
(tic .
Applicant eignature ' I
RECEIVED
NOV 13 2013
DCMMIiDCITY
282406-2808 :: 1.8883RCOAST :: www.nccwetelmananement.ne! revised: 12t26/06

List of Figures, Tables, and Appendices
Craven County Potable 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. List of Temporary and Permanent Impacts to Jurisdictional Areas
Appendix A. Impact 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. Deeds for WTP and Well Sites
Letter from County Attomey Regarding Status of Easements
Appendix D. Modeling Analysis
Appendix E. Preliminary Jurisdictional Determination Letter from the USACE
RECEIVED
NOV 13 2013
I)C.1I-MIiD CITY

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Craven County Potable Water Supply and Treatment Facilities - 3 MGD
l a I �,j Ii PiTT
l� Diffuser
0 � f
Groundwater
'Concentrate Line p
Flanners Beach 2 JONES
r
rs Beach 3 (FB 2)
,.Flanners Beach 5
\. (FB 5) t(
Flanners Beach
tately
Stately Pines 3
Raw We Line
Finiateshed
W
r Line
Z - Lewis Farm 1
(LF 1)
c �
ti m
v r-
70
L W (\ Site
(DTP) u
v� MCKIM&CREED
0 1200 2 400 4 800 Feet ,��� , �� 12/20/2012

'Boundaries are approximate and are not meant to be absolute.
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 upp
& Treatment Facilities i,lV1i' , ,,,, ,. Figure 2. View of Neuse River showing
CAMA Major Permit Applic on Hww.LMGroup.net width of waterbody,
September 2013 NOV 13 13 Phone:[phone] •1.866.LMG.1078 ACOE navigation channel,
x Fax [phone] and outfall location.
40-13-039 3805WrightsvilleAvenue
DCM-MHD TCY Wilmington, NC28403

Table 1. List of temporary and permanent impacts.
EE
Figure q
Wetland Impact (sf)
Stream Impact (LF)
Buffer Impact (sf)
RPW Impact (sf)
Public Trust Bottom Impact
(so
Zone 1
Zone 2
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm,
Temp,
Perm.
Temp.
Perm.
utility
A
WI-2
14
4
Line
B
WI-3
118
C
WI-4
89
D
WI-5
86
E
WI-6
194
F
WI-6
191
1
WI-8
6.7
L
WI-10
6,740
P
W143
1,154
0
WI-13
75
R
WI-14
308
5.1
S
WI.14
251
V
WI.16
191
Well
SP2
WI.18
322
Site
FB5 (G)
WI-21
13
321
68
413
227
HDD
L
Wb10
6,727
Diffuser
WI.11
896
640
TOTAL (so
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
RECEIVED
NOV 13 2013
Craven County Potable Water Treatment Facilities
CAMA Major Permit Application
September 2013 DCM-IuIIiDCITY

Appendix A. Impact Maps WI 1.21
RECEIVED
NOV 13 2013
DCM-Mo Cfly

.I, F i.n.anry
Oil �e
RitFLV IOFEIO
�.
III!
1.111
\•4w i\
VICINITY MAP
6-213 -189
KERN COMPANY INC
FLANNERS BEACH RD
SILT FENCE (TYP.) Book 1244/Poge 0925
Fj 10" PVC RAW WATER LINE
STREAM A
INSTALL 10" RAW WATER LINE
UNDER EX. 84" CMP MAINTAINING
MIN. 24" VERTICAL SEPARATION. SEE
CROSSING DETAIL B ON SHEET D300.
-R/W 6, WL — — —
�EX.
w w w w w w
_
- FLANNERS BEACH RD. SP%O
__
' - 408+00
405+00 _ 06+00 407+00
SF -- ---00 SSF
� —R—�R +—R
---+f�1
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- A WF-46
0
WF-49 - WF-A5 WF-A4 WF-A3 WF-A2
ORCH WF A10 'WET AND A• -Al
WF-A11 '
I �
Z zl1 I 21 2
6-207-1 -015 I 6-207 -056
WEHRUNG, MALCOLM W & JEANINE B KERN COMPANY INC
102 TEN TALL TRL FLANNERS BEACH RD RECEIT)ED
Book 1147/Poge 0601 Book 1244/Page 0925- 4
1 NOV 13 Z013 ,
TOP OF BANK
IMPACTED IMPACTED
DCM•MRDCrrY
WETLANDS STREAM
WETLAND IMPACT STREAM IMPACT
WETLAND #A TEMP. STREAM #A TEMP. 50' 0 50' 100'
SO FT WIDTH LENGTH
IMPACT 14 IMPACT 8 4 SCALE: 1"=50' Horiz.
4g&!'•DL'
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
Pliant (ih B)Zl3-W91. rat (919)]SJ-BO31
WETLAND & STREAM IMPACT MAP A
WI-2
Ralei h North Carolina

Q IFpINi.V
�A Y
lZ
Z,B
SILT FENCE (TYP.)
10" PVC RAW WATER LINE / VICINITY MAP
RAW
�( F
---UUU EX. 6" WL
WF—B12
sq �/ty
WF— 1
WF— /
6-207 —056 6-213 —189
KERN COMPANY INC WET AND B F B KERN COMPANY INC
FLANNERS BEACH RD WF—B7 PLANNERS BEACH RD
Book 1244/Page 0925 � / l Book 12441'IDoge 0925
WF—B2N
WF—
INSTALL 10" RAW WATER
LINE UNDER EX. 24" RCP
WHILE MAINTAINING MIN.
18" VERT. SEPARATION.
(SEE CROSSING DETAIL B
ON SHEET D300)
WETLAND #131 TEMP.
IIMPACT
, w1Vr'1LV ' �< FJM
FNO y)9]-mai, F..: (aia)2»-eon
F-1222
aniacnh Nnr}h rnrn"n
WF
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o
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� J
IAECF.IVED
NOV 13 2013
DC.V V.ETDCITY
F /
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
WETLAND & STREAM IMPACT MAP B I WI-3

�_
P BLNMx,v
FlfLCB 90.�
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t4 i
m
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ILL
c
W
-
RPW C
U)
VICINITY MAP
J
J
W
TOP OF BANK
EX. 8"
PVC FM
I
_ —
FO FR/W
F FO F
FM FM F
FM
EX 8" WL
T T t
T T T
�E DEw
21+00 - - 22+00 - 23+00= - —24+00
R—IR—�2—R —
DITCH
e INSTALL 24" DI RAW DITCH
WATER LINE UNDER EX.
24'" PVC RAW WATER LINE m
v CHANNEL w/MIN. 2' COVER
(SEE CROSSING DETAIL B
—
— --ON SHEET D300)
US HIGHWAY 70 EAST
w w
w w
NOV 13 2013
IMPACTED
RPW AREA
DCM-MHDcrry
RPW IMPACTS _ _
_ _ _ R/W
RPW #C TEMP.
50' 0 50' 100'
SF
SCALE: 1"=50' (Horiz.)
IMPACT 88.4
1L J"T/TIL d C (]RE L'T
�.1�GGL
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17M V"ty Dlm ..Ymn.C7
fMnc (B19)2U-S991, im: (919)311-5]JI
i_' "
WETLAND & STREAM IMPACT MAP C
WI-4
Rolei h North Carolina

to
RPW D
EX.\
PVCVC FM
- F1
o-�
FO �-
EX. 8" WL- -GMT
FM 1
28+00
C
`f WCH
TOP OF BANK
;,
...,9�.1.�a
d
VICINITY MAP
--� FO
F0 ---
�FO
�31+00—
�\� US, HIGHWAY - EX UNDERGRO
70 WEST 3—PHASE (3-75
rRicAl i
7
INSTALL 24" DI RAW WATER
LINE UNDER EX. CHANNEL
w/MIN. 4' COVER (SEE CROSSING US HIGHWAY
DETAIL B ON SHEET D300) 70 EAST
RECEIVED
IMPACTED W-W NOV 13 2013
RPW AREA -- — —
RPW IMPACTS _ _ — DCM"MHDCTTy
RPW #D TEMP. _ _ 50' 0 50' 100'
SF
IMPACT 85.2 SCALE: 1"=50' (Horiz.)
NWil► d fJ!'DL'M CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17W 9 ky WM Wte !
Meer. (919)I]J— I. F.. (919)3] W31
Raleigh
F-"" North Carolina WETLAND 8 STREAM IMPACT MAP D WI-5

f4N
qwp�
INSTALL 16" CONCENTRATE LINE
BELOW EX. 18" RCP w/MIN.
24" VERT. SEPARATION. EMT
(SEE CROSSING DETAIL B
SHEET D300) IyF
F76
£X. 6" PVC FM IyF� 73
f DITCH k4' I q '
�w nr, oe— WF 73 ._
FIg WF—F7
17'
ETLAND F F
kx F3 2
_ F7
W_"---
co
�Fles _
wF,e, -e3
. wF,
WF,eB WETLAND
EX. PP
INSTALL 12" RAW WATER LINE
UNDER EX. 18"' RCP WHILE
MAINTAINING MIN. 18" VERT.
SEPARATION. (SEE CROSSING
DETAIL B ON SHEET D300)
VICINITY MAP
f RECEIVED
NOV 13 2013
IMPACTED
WETLANDS DCM-MHD CITY
WETLAND IMPACT WETLAND IMPACT
WETLAND # E WETLAND # F 50' 0 50' 100'
SQ FT SO FT
IMPACT (TEMP.) 194 IMPACT (TEMP.) 191 SCALE: 1"=50' (Horiz.)
Is
IILI[<Il► d C�/'��L�L�T1 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17W Vs ftllonlaLVWt.0 �.,L�GGL
%... : (919J]Sl-BOBt, F..:. (BIB)RW31
-12" WETLAND & STREAM IMPACT MAP E & F WI-6
Li North Corolino

rteIELYR ��i �Rm
7 I
I IIO�FIeW I/l ( •4 �lNC4E
• f11Tll
I •
II I I l `J
I VICINITY MAP
' � I
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U G ECECTRIc r°, — —
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a
WF-GPII WF_H WF-H2
Zl Z WETLAND H
I WF-G6 Kf--Hi EX. 2.5FM
WF-H6 PVC FM
10" PVC RAW WATER LINE
EFER TO
MAP WI-21 FOR IMPACTS
TO STREAMNVETLANDS G
RECEIVED
IMPACTED NOV 13 2013
WETLANDS
WETLAND IMPACT DCM-MHDCITY
WETLAND #H TEMP. 50' 0 50' 100'
SO FT
IMPACT - SCALE: 1"=50' (Horiz.)
LJ JC JQ It d&�DL'LlCRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17M Vm Ky Wl . SWIe 5
Mane (919)2A "I. roc (919)23 Ml North Carolina
r-12n WETLAND & STREAM IMPACT MAP H WI-7

'-J
WF—I
1011
IMPACTED
STREAM
'os I
INSTALL 16"
CONCENTRATE
LINE ABOVE
EX. 60" RCP
w/ 24 LF 30" STEEL
CASING (MIN.
0.375" WALL
WFWF—J
1
THICKNESS)
w/ MIN. 6"
SEPARATION
BETWEEN
/
CASING AND
RCP
i DITCH
2
Z1
EX 6" PVC FM�
84+00
.. car NINE DR-.-7
ELLIPTI L CMP
..
--w=
w
_
EX. 6" K
/1
INSTALL 10" RAW WATER LINE
3
UNDER EX. 5'X3.5' CMP WHILE
MAINTAINING MIN. 18" VERT.
SEPARATION. (SEE CROSSING
TOP OF BANK
DETAIL A ON SHEET D300)
RECEWED
NOV 13 2013
TEMP. STREAM IMPACTS
STREAM DCM-MADCIIY
STREAM #1 ZONE 1 ZONE 2 IMPACT 50' 0 50' 100"I
SO FT SO FT WIDTH LENGTH
IMPACT — — 13.5 6.69 SCALE: 1"=50' (Horiz.)
��V,,1► ,o'T/TI► R C�I�Di'L'Tl CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
V %m v�sa9)233-801. F�l.)2� W31
Poana (919)3JJ-8091, Far. (e18)23]-�31
Ralei h
-lug North Carolina WETLAND & STREAM IMPACT MAP I & J WI-8

6-213 —027
SPILLANE, RAYMOND JOSEPH
& SYBLE
410 STATELY PINES RD
Book 1597/Poge 0968
0.5' WIDE
¢ DITCH —�
'WETLAND©
WF—K7
WF=K$
H ADWALL -
Q WIDE
WINGWA WF—K9
0.4' E
F CAM
WOMAN
WL
\pp
RECEIWM
NrIv 13 2013
DCM-MHD CITY
.Oa
6-213 —178
KERN COMPANY INC
STATELY PINES RD
Book 1240/Poge 0828
WF—K5'
WF—K1
WETLAND K
WwK2
W�—K3
-Klr fX. 6' P✓C I
CENTURY LINK
CONCENTRATOR
�STA77ON
O LANU]IUA1't—
1 N AREA W/SIGN
6-213 —025
I UES, WA TER T JR
411 STATELY PINES RD
Book 1760/Page 0731
50'
l`
\ EX. 2.5"
\\� PIA: FM
\\ up)O- \
s
0 0',
IMPACT (TEMP.) - SCALE: 1"=50' (HorV)
LI A'*f/ll► f i`�! •DEED CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
1Yb vsety 0m 9111e 0
Peanr. (919)3]]-8091, Fax:(919)1]]-80]1 North Carolina
F-1=2 WETLAND & STREAM IMPACT MAP K WI-9

u, y(dW IIf 50' 0 50, 100'
O.w
v SCALE: 1"=50' (Horiz.)
WETLAND L 4
EX 20'
W r/ DRA/NAGE'
L
1 EASEMEN BEGIN HDD
W W
cH 1 �� �v (SUBSURFACE PIPELINE)' �
75' AEC v WSLTA. 513+50
\ —; Db STAGING � 14
I'll AFJEA W ��
LLI �00 \ W `I' 51244)0 7�\ 5U3+00+
EX. 20' UTILITY
EASEMENT
i RECEIVED ,
NOV 13 2013
DCM-I.1ITD CITY
VICINITY MAP
PR6POSECS TEMPORARY
N'CONSTRUCTIQN EASEMENT
16' GATE
VALVE - W
oW�\�
� N �
WALL QB-4D �� �� i i N' 'I,
16" 90'
2• I RJ BEND 41
YI1DRAIN \N' i /, N' Y
r PPROPOSED CRAtiEN WETLAND W
'
COUNTY 20PERMANENTS
UTILITY EASEMENT' T�p
16" 11.25' RJ BEND (VERT.) c
18"x16" RJ REDUCER
WET/��ND L •
EX. 30' UTILITY
1 I EASEMENT ^
IMPACTED
IMPACTED WETLANDS
WETLANDS (FOR HDD
STAGING ARE,
WETLAND IMPACT
WETLAND # L
SQ FT
I `V %I,Y EX. 20'
I / n DRAINAGE I
�, DDDD &UTILITY `�' Vh
II 'Cy EASEMENT
1 W
ill
CA
IMPACT (TE/MPPP..)�1�K�YT�11�L�./1`113,,,4467
$ N vunlly p,iw, Wt.5W�
Phone: (919)233-Bo91, For. (919)2M-W31
F-1133
Raleigh North Carolina
ELY PINES
(SR 1106)
41 W
u
n (E INa`��-�M
_L IE OUT,'22' '
ZOl1
JF\-L
qWF-L4
W
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
WETLAND & STREAM IMPACT MAP L I WI-10

1 �. eninwimrex.�1
area. rveio.�� i ua c
ni9rc
9oanrawua J .
xenla '
INSTALL 16" CONCENTRATE
LINE ABOVE EX. 24" RCP.
(SEE CROSSING NOTE C VICINITY MAP
ON SHEET D300)LL
I I
LL
EX. 6"
pvc FM
536+00
w — PP of OE—
FMw FM
EX. 6" K `N - w 538+00 .. FM
WF 539+00_.._______--
RC
WF—M2 R
WF—M5 N a o �W— .
wF-Mtn f A� N M w W a
w \\\v� „WF-M6
w ? _
U
16" PVC CONCENTRATE LINE
RECEIVED
- NOV 13 2013
DCM-MHDCITY
IMPACTED
WETLANDS
WETLAND IMPACT /
WETLAND # M 50' 50' 10 '
SO FT
IMPACT - SCALE 1"=50' (Horiz.)
�V31►,o''iQ d&CREM CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
nw voamy Dr a w"e wo
Phmet (919)D3—E991, Fa.: (919)IJJ—W3l
FM WETLAND 8 STREAM IMPACT MAP M WI-12
Raleigh North Carolina

�"•
coF`
6-019 —005
RED255L £WIS FARM RD 16" PVC CONCENTRATE LINE
Book 3055/Page 0823
24" PVC RAW WATER LINE
INSTALL 24" RAW WATER LINE
AND 16" CONCENTRATE
LINE UNDER EX. 48" CMP
(SEE CROSSING DETAIL 8
ON SHEET D300)
WF—P10 I WETLAND P
, Y�. _ • .6590+00 - - : -- • fiS4 OD
x
I +00—
VICINITY MAP
LEWIS FARM RD. _(SR-1105)
A
��--FOf-
awl—
+F=
W
I�

Y
,I
I v
w
I
l;
A\ wuuww
VICINITY MAP
16" PVC CONCENTRATE LINE
24" PVC RAW WATER LINE
INSTALL 24" RAW WATER LINE AND 16"
CONCENTRATE LINE UNDER EX. 36" CMP T
P
(SEE CROSSING DETAIL B ON SHEET D300)
674+0
of
r -5� WETLAND S . s4.
6� log _, ,.....
,- SR A 5)VJ
00
EX. 2' WL
743+ WETLAND R R6\Z1 Z2
—
WF,R4 w—R
742+08�
PP a
wF R2 Z1 18" PVC FINISHED WATER LINE
R3
vJE' Z2
STREAM R 6 RECEIVED
INSTALL 18" FINISHED WATER
LINE UNDER EX. 36" CMP NOV 1 3 2013
\ (SEE CROSSING DETAIL B TOP OF BANK
ON SHEET D300)
\ 50' 0 5VCM• Crr900'
SCALE: 1"=50' (Horiz.)
IMPACTED i IMPACTED
WETLANDS STREAMS
WETLAND IMPACT
WETLAND IMPACT
STREAMIMPACTS
WETLAND #
R
WETLAND #
S
STREAM R
ZONE 1
ZONE 2
STREAM
IMPACT
SO FT
SO FT
SO FT
SO FT
WIDTH
LENGTH
IMPACT (TEMP.)
308
IMPACT (TEMP.)
251
IMPACT TEMP.
-
-
4.0
5.1
N J ��V♦'LI<IMC (:FJM
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 17w 9sm, a, . wnn e
Phan.: (919)2W—"l. rm: (919)23 Ml
1222
WETLAND & STREAM IMPACT MAP R & S
WI-14
Raleigh North Carolina

EX 6'
PVC FM�
/
\ EX. 8 K F
O ,1/
JC h%%/
bryN Jai
o�
% �0 24" PVC R
.i b ¢ DITCH /
IMPACTED
RPW AREA
RPWIMPACT
RPW #V TEMP. Fo
RECEIVED
NOV 13 2013
DCM-MMCnjr
16" PVC CONCENTRATE L
ZZ
INSTALL 24" DI RAW
WATER LINE UNDER
GRO �50S EX. DITCH w/MIN. 2' COVER
(SEE CROSSING DETAIL B
IGO- ON SHEET D300)
WATER LINE
/ J , Ao
,50' o/ 50' 100'
SF
IMPACT 190.75 CALE,' 1 oriz.)
1► Vi'`M&CR= CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 17M V t, W... saa. 9
PMna: (919)Y Ml. fan (919)]]3- l
f-1222 North Carolina WETLAND & STREAM IMPACT MAP V WI-16
Ralei h

cn
C.�
IV 3
VICINITY MAP
a
WELL SITE
o
LF-1
3
WETLAND LF1
/
J
\
o
n
�
I �
I
X
f
/ RECEIVED
d
/
i NOV 13 2013
LIMITS OF
DI$TURBANCE
o
DCM-MHDCTfY
WETLAND LF1
i
IMPACTED
WETLANDS
a
WETLAND IMPACT
WETLAND # LF1 50' 0 ✓ 50' 100'
SO FT
IMPACT — SCALE: 1"=50' (Horiz.)
L
1� CJ<] ► f C�I�DL'1cT1 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
117V]0�Va�tilgyDO-,. iteC507o�.l�G�UPhm.: (ais)233-0&, Fo.: (ais)2n-W31
P-isu WETLAND & STREAM IMPACT MAP LF1 WI-17
North Carolina

sP
VICINITY MAP
¢ DITCH
(NON —JURISDICTIONAL)
WELL SITE
SP2 %*
o �Yln �,(8ryq� OO P •,\
TOP OF BANK e .
• PRELIMINARY `
1 +\ O \ WETLANDS.
LIMITS OF 0c -�.
DISTURBANCE/ ara� 9; r`
Poo A./ a�
-
¢ •AREA NOT EVALUATED• �Q
bet ! BY USACE
Myr1� yjs'
U
m RECEIVED
IMPACTEDgd
RPW AREA p NOV 13 2013
�O6
RPW IMPACTS
RPW #SP2 50' 0 50' 100' DCM-A4HDCIPY
SO FT
IMPACT PERM. 322 SCALE: 1re=50r (Horiz.)
��V,ll► R'i/i71 yI C�1�17L'IID CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
117M V re ty Drlw. Bake 509
Pn..< (919)2M-B I, F.. (919)233-WW1
F-'222 North Carolina WETLAND & STREAM IMPACT MAP SP2 WI-1
8
Ralei h

FlELDS lO� -�
/ P
.T.l LY
WETLAND 2 • ^ I�
VICINITY MAP
/ \ j
j \ 1
WELL SITE
FB-2
IMITS OF
DISTURBANCE
k /
01,
is,
e�C
NOY 1'$ 2013
F2RE�, DCM-MaCrry
r
gzef�
go'xO0 N,IMPACTED
'tee
WETLANDS of �2'A oo \
WETLAND IMPACT
w
WETLAND # FB2 0'
SO FT
IMPACT S ALE: 1 50'
4�V,'1► ii T/il► d Cam! �DL'L'Tl CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 17W Vu,Nty adw. 6 iw W9
PMn .. (919)23}5p91, Far. (919)23} l
North Carolina Ralei h
F-122z WETLAND & STREAM IMPACT MAP FB2 WI-19

WETLAND FB3
� \ s
I ~\k \ 11
LIMITS OF / �/ �I
DISTURBANCE C
\ C
�,�
1 c
s VA
WELL SITE
i ,
C DITCH
(NON JURISDICTIONAL) / O
RECEIVED
Q
WETLAND
NOV 13 2013 Z
WETLAND IMPACT
DCMMEiDC1TY 4� /
WETLAND # F133 50' 0
SO FT \
IMPACT oriz.)
L
1► A"fQ di' (:REM CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
117M v>xry M.. s K. e
m
Pha.: (919)23} I. Far (919)M—MlNorth CarolinaF-1222 WETLAND & STREAM IMPACT MAP FB3 WI-20

Pat McCrory
Governor
Craven County
c/o Roy Hayes
2830 Neuse Blvd.
New Bern, N.C. 28562
Dear Sir or Madam:
A
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management ,r&
Braxton C. Davis
Director
March 3. 2014
John E. Skvarla, III
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the
State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by
you and it must be available on site when the project is inspected for compliance. Please sign both the original and the
copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have
waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or
113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty (20) days
of this decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal. Q�
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried
out in accordance with your application. Modifications, time extensions, and future maintenance requires additional
approval. Please read your permit carefully p or to starting work -and review all project plans,_as approved_If you_aze __
having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that you
complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit
conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance.
By working in accordance with the permit, you will be helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
V.
Douglas V. Huggett ..,
Major Permits and Consistency Manager
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity IAPormative Action Employer

RECEIVED
CERTIFIED MAIL —RETURN RECEIPT REOUESTEq NOV 18 2013
DIVISION OF COASTAL MANAGEMENT DCM-MHDCITY
Name of Property Ov
Address of Property:
Applicant's phone #41!;—a 5✓� Mailing Address: 5aeww
I hereby certify that I own property adjacent to the above r
has described to me as shown on the attached drawing the
with dimensions, must be provided with this letter.
property. The individual applying for this permit
ent they are proposing. A description of drawing.
I have no objections to this proposalebjections to this proposal.
If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM)
in writing within 10 days of receipt of this notice. Correspondence should be mailed to 400 Commerce Ave.,
Morehead City, NC, 28557. DCM representatives can also be contacted at 252-808-2808. No response is
considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a minimum distance of
15' from my area of riparian access unless waived by me. (If you wish to waive the setback, you must initial the
appropriate blank below.)
I do wish to waive the 15' set back requirement.
IVIA
I do not wish to waive the 15' set back requirement.
(Property Owner Information)
Signature
Print or Type Name
Mailing Address
City / State / Zip
Telephone Number
Date
Telephone Numbe�e� POO �vl`
Date
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone]Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

RBCMVED
Craven County Potable Water Supply and Treatment Facilities'' NOV 18 2013
In response to packet received by Keith and Angela Parnell on November 13, 2013 orN*)*,
facilities, the following questions and concerns are raised:
1. Has there been and environmental impact study? Where can this be obtained?
2. Will there be public meetings? If so when?
3. When is this anticipated to begin and what is the contract duration? Will there be
liquadated damages for the Contractor?
4. Area for outfall is presently being used for swimming, boating, sailing, skidoos, motor
boats, fishing, commercial fishing and crabbing, water skiing etc. What effect will this
have on them? ke-CQ-or-/ �-/ 5k k/G.G 51 Z AC .
5. Wet lands are significant especially on Sheet C-311. Is there adequate protection and
restoration?
6. There is extensive wildlife in this area. Bird life is especially prevalent i.e. 5,000
thousand ducks have wintered about where the out fall structure is to be built. The
concentrate is designated as NSW, SB, other? What effect will this have on them?
7. Will fire hydrants be added, especially at the end of Stately Pines where there are none.
If so what will the pressure be?
8. Will Stately Pines remain open at all times? There is only one entrance - fire/emt
concerns.
9. Will there be noise limits?
10. Will there be erosion and dust controls?
11. Will working hours be limited? 8am to 5pm M-F
12. Well sites - is there emergency power? Is so what.
13. What are the noise limits on the well sites? Are there sound enclosures?
14. Are there any chemicals at the well sites?
15. Stately Pines was paved approximately 2 years ago. Will the road be bonded? Will
there be a pre survey. Will the entire road be repaved? Patching where only disturbed
does not work in the long run.
16. Parking for Contractor personnel is a concern.
vz-�

Page 1 of 1
Suby Craven County Potable Water Supply - CAMA Permit Application
Data 11/13/2013 10:23:01 A.M. Eastern Standard Time
From: BOSSH(d)aol.com
To: cwindlevCrDmckimcreed.com, kcpame1188(@ec.rr.com
cc kwilliamsCcalmaroup.net
Gentlemen:
I live at 929 Stately Pines. Our neighbor, Keith and Angela Parnell, who live at 933
Stately Pines received a packet in the mail yesterday concerning the proposed Craven
County Potable Water Supply CAMA Permit. Kim Williams of LNG suggested 1 email you
with my questions and concerns. A telephone call or a meeting with my neighbors would
be appreciated to discuss the concerns attach below. As the riparian property
management statement must be submitted with 10 days, time is of the essence.
Chuck Haight
929 Stately Pines NOV 18 2013
New Bern NC
DCM.MHDCffY
252-288-4043
Wednesday, November 13, 2013 AOL: BOSS H

North Carolina
Pat McCrory
Governor
Mr. Keith C. Parnell
933 Stately Pines Road
New Bem, NC 28560
Dear Mr. Parnell,
4
NCDENR
Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
March 3, 2014
John E. Skvarla, III
Secretary
Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major
Development Permit application submitted by Craven County, in Craven County. The Division
appreciates your concerns about the proposed project.
The Coastal Area Management Act permit review process involves a coordinated state and
federal review bf each permit application, with all review agency comments considered by the
Division before final action is taken on a permit application. In this case, no inconsistencies with
the Coastal Area Management Act were identified as a result of this review. Consequently, the
Division has issued a Major Permit, No. 18-14 for the proposed activity. A copy of the permit is
being provided to you for your information.
If you wish to object to the actions taken on this•permit application, you may request an appeal
of this decision within twenty (20) days of the permit decision. If you would like copies of the
appropriate appeal forms or should you like to discuss the specifics of the process, please contact
me by telephone at [phone], or by email at daniel.govoni&cdenngov.
Sincerely,
//J/J y
�(..1 " v f
o+
Daniel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] k FAX: [phone] Internet: www,nocoastalmanaaement.net
An Equal OpporWnity 1 Affirmative Action Employer

Qe
NCD NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
March 3, 2014
Mr. Chuck Haight
929 Stately Pines
New Bern, NC 28560
Dear Mr. Haight,
John E. Skvarla, III
Secretary
Thank you for your letter concerning the Coastal Area Management Act (CAMA) Major
Development Permit application submitted by Craven County, in Craven County. The Division
appreciates your concerns about the proposed project.
The Coastal Area Management Act permit review process involves a coordinated state and
federal review of each permit application, with all review agency comments considered by the
Division before final action is taken on a permit application. In this case, no inconsistencies with
the Coastal Area Management Act were identified as a result of this review. Consequently, the
Division has issued a Major Permit, No. 18-14 for the proposed activity. A copy of the permit is
being provided to you for your information.
If you wish to object to the actions taken on this permit application, you may request an appeal
of this decision within twenty (20) days of the permit decision. If you would like copies of the
appropriate appeal forms or should you like to discuss the specifics of the process, please contact
me by telephone at [phone], or by email at [e-mail].
Sincerely,
Daniel M. Govoni
Asst. Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanacement.net
An Equal Opportunity\ARirma6veAction Employer

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; 2000: 70-803, grids I-15.
State Plane Coordinates - X: 797059.551 Y: 137635.701
Longitude: -076 5613.02 Latitude: 34 58 23.15
INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 5/8/13
Was Applicant or Agent Present — Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 11/25/13
Office — MHC
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Craven County (10/29/2009)
Land Classification 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. HABITAT DESCRIPTION: DREDGED FILLED
INCORP/SHADED
(A) High Ground
1,311,156 ft
(B) Shallow Bottom
1,425 ft2
=(C)pen Water
640 ft2
(E) Total Area Disturbed: 1,313,221 ft
(F) Primary Nursery Area: No .
(G) Water Classification: SB; Sw, NSW Open: No
(H) Cultural Resources: unknown
8. Proiect Summary: 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

Field 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 Description:
An Environmental Assessment (EA) was completed and submitted to the NC Division of Water
Resources for this proposal. A Finding of No Significant Impact (FONSI) was issued on January
17, 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 adjacent 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 approximately 4 miles across at the most constrictive
point in the project area. These waters of the Neuse River are not classified as a Primary Nursery
Area. There is no submerged aquatic vegetation present in the nearby vicinity of the project area.
This area is closed to shellfish harvest and is classified as SB; Sw, Nutrient Sensitive Waters. The
defined Federal Channel in this area is approximately 1.5 miles north of this project site. The Neuse
River is a part of the Neuse River basin.
10. Proposed Development:
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' long 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 owl to the top of the diffuser. Warning signs and markers are proposed to warn boaters to
avoid the potential navigational 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 sufficient water circulation to facilitate adequate dilution of the byproduct
entering the Neuse River.
10. Anticipated Impacts:
The proposed diffuser could pose a hazard to navigation. It will need to be adequately marked for
daytime 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 earlier 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 the 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 classified 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

tw
DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Craven County County: Craven
LOCATION OF PROJECT: Adjacent the Neuse River, at the end of Flanners Beach RD., off of Hwy 70, near Stately Pines.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 11/25/13
c.
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: No
To Be Forwarded: Yes
FIELD REPRESENTATIVE: Brad Connell
DISTRICT OFFICE: Morehead City
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
FEE REC'D: $400.00 (60/40)
PUBLIC NOTICE REC'D: Yes
END OF NOTICE DATE: January 6, 2014
ADJ. RIP. PROP NOTICES REC'D: Yes DEED REC'D: Yes
APPLICATION ASSIGNN D O:(
ON: 1 %/ 3 V 13
C) 75 DAY DEADLINE:
150 - DAY DEADLINE:
MAIL OUT DATE:
STATE DUE DATE:
FEDERAL DUE DATE: FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management- Regional Representative
VVV
Coastal Management - LOP Consistency Determination
Division of Community Assistance
Land Quality Stearns
c-
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
q!
C J
Division of Archives & History
Division of Environmenml Health
_ 3
Division of Highways
Wildlife Resources Commission
iZ
Local Permit Office
Division of Marine Fisheries
Corps of Engineers
?VJ I-3 . ✓ G.e- C 1 W1 rv&L-' f

Project Name
Assigned to
C %t v r7 CO ,14
v " v U 0 Assigned on
ACTIONS,
Prepare for signature following review by other Assistant Major Permits Coordinator
Date draft permit given to other Assistant Major Permits Coordinator
Date reviewed by other Assistant Major Permits Coordinator
Prepare draft for review by Major Permits Coordinator
Date draft permit given to Major Permits Coordinator
Date reviewed by other Major Permits Coordinator
Other Nell
S22 fe Ob CC�n� PG%� CI Obj-CCf,'��
I G( d— U SL�Ss �J(d�rss w %pry).
i
Written approval from ®W is s not required for this project.

February 14, 2014
Regulatory Division
Action ID No. SAW-2013-02460
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Craven County, c/o Roy Hayes to construct a 3-MGD water
treatment plant, 8 raw water production wells, approximately 30,000 linear feet of raw and
finished water transmission lines, and a 19,800 linear foot concentrate line that will discharge via
a new diffuser into the Neuse River, at the end of Flanners Beach Road, off of NC Hwy 70, south
of New Bern, Craven County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-

3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
6. The authorized structure and associated activity must not interfere with the public's right
to free.navigation on all navigable waters of the United States. No attempt will be made by the
permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work for reason other than safety.
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
10. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that

the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
.considered significant.
11. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the pemrittee's discovery of the violation.
Questions or comments may be addressed to Mr. Josh Pelletier, Washington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Josh Pelletier
Regulatory Project Manager
Copies Furnished:
Mr. Ian McMillan
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Jeffrey Garnett
Wetlands and Marine Regulatory Section
Water Protection Division -Region IV

U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Roy Brownlow, District Manager
Morehea City Field Office
North Carolina Division of Coastal Management

MUM
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
MEMORANDUM
DATE: December 17, 2013
TO: Doug Huggett n l�
THRU: Roy Brownlow { � - 3
FROM: Brad Connell r 4
SUBJECT: Comments and Recommendations - CAMA Major Pennit — Craven County
John E. Skvarla, III
Secretary
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal impacts approximately 2,025 square feet of Public Trust Waters and 1,311,156 square feet of High
Ground.
This proposal could be a hazard to navigation and is recommended to be sufficiently marked with navigational
aids so as not to endanger mariners. These waters of the Neuse River are closed to shellfish harvest. There is
no submerged aquatic vegetation in the nearby vicinity of the project area. This waterbody is not a Primary
Nursery Area. Assuming that state and federal agencies concur with the proposal, I recommend the project be
authorized as proposed, contingent upon the following conditions:
1) Prior to construction under this permit, the permittee must apply for and receive an Easement from the
Department of Administration's State Property Office as required under N.C.G.S. 146-12(e);
2) The alignment and placement of the authorized discharge diffuser structure shall adhere to the alignment
and placement depicted in the authorized work plan drawings;
3) No non -water dependent uses of the authorized discharge structure shall be conducted on, in, or over
Public Trust Waters without a permit modification by this Division;
4) No other structures, whether floating or stationary, shall be attached to this diffuser without a permit
modification by this Division;

Craven County
December 17, 2013
Page 2 of 2
5) The concentrate transmission pipeline connecting to the diffuser shall be installed via horizontal
directional bore. Any other method of installation shall require a permit modification by this Division;
6) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather;
7) No vegetated wetlands/marsh grass will be excavated or filled;
8) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized;
9) The authorized structure and associated activity must not cause an unacceptable interference with
navigation;
10) The permittee will maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party;
11)No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: Permanent reflectors and navigation markers should be attached to the structures in order to
make them more visible during hours of darkness or inclement weather.
CC: Roy Brownlow, DCM
Ted Tyndall, DCM
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.necoastaimanagement.net
An Equal Opportunity I Affirmative Action Employer

Pat McCrory
Governor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
_ Applicant:
Project Location:
Proposed Project:
�j4, 4i1� DG RECEIVED
"'DAM 2 4 2014
North Carolina Department of Environment and Natural Resour es
Division of Coastal Manaqement
Braxton C, Davis
Director
Ken Pace
NC DOT, State Construction/Materials Branch
Doug Huggett
Major Permits Processing Coordinator
John E. Skvarla, III
Secretary
G
_
N
e1 iiI"._
CAMA/DREDGE & FILL Permit Application Review
Craven County
Craven County, adjacent the Neuse River, at the end of Flanners Beach Rd.,
off of NC Hwy 70, near Stately Pines.
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 regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _J/ This 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.
SI DATE X A
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Aclion Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT x RECEIVED
APPLICANT'S NAME: Craven County JAN 2 4 2014
2. LOCATION OF PROJECT SITE: The project is located adjacent to the N
the end of Flanners Beach Road, off of NC Hwy 70, near Stately Pines, Craven �ounty.�
Photo Index — 2006: 70-7923, grids P-10; 2000: 70-803, grids I-15.
State Plane Coordinates - X: 797959.551 Y: 137635.701
Longitude: -076 5613.02 Latitude: 34 58 23.15
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
Office — MHC
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Craven County (10/29/2009)
Land Classification 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
(A) High Ground
1,311,156 ft
(B) Shallow Bottom
1,425 ft 1[
(C) Open Water
640
(E) Total Area Disturbed: 1,313,221 ftz
(F) Primary Nursery Area: No
(G) Water Classification: SB; Sw, NSW Open: No
(H) Cultural Resources: unknown
8. Project Summary: 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

Field Investigation Report:
Craven County Water Supply and Treatment Project
Neuse River via a proposed diffuser offshore, for public use, Craven County.
9. Narrative Description:
An Environmental Assessment (EA) was completed and submitted to the NC Division of Water
Resources for this proposal. A Finding of No Significant Impact (FONSI) was issued on January
17, 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 adjacent 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 approximately 4 miles across at the most constrictive
point in the project area. These waters of the Neuse River are not classified as a Primary Nursery
Area. There is no submerged aquatic vegetation present in the nearby vicinity of the project area.
This area is closed to shellfish harvest and is classified as SB; Sw, Nutrient Sensitive Waters. The
defined Federal Channel in this area is. approximately 1.5 miles north of this project site. The Neuse
River is a part of the Neuse River basin. .
10. Proposed Development:
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
Pace 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' long 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 navigational 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 sufficient water circulation to facilitate adequate dilution of the byproduct
entering the Neuse River.
10. Anticipated Impacts:
The proposed diffuser could pose a hazard to navigation. It will need to be adequately marked for
daytime 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 earlier 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 the 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 classified as SB; Sw, Nutrient Sensitive
Waters. There is a defined Federal Channel 1.5 miles north of the proposed diffuser.
5
JAN 2 4 2014
q
Brad Connell December 17, 2013 Morehead City

leM G
LAND MANAGEMENT GROUP nta
Environmental Consultants
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 supporting materials for a CAMA Major Permit
application. This application proposes 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. 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 Attorney 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.
Sinc rely, 1 ��
w
Kim Williams
Environmental Scientist RECEIVED
Enclosures NOV 13 2013
CC: Mr. Rusty Hayes, Craven County
Mr. Chris Windley, McKim & Creed DCM. MttmC?TY
www.lmgroup.net o [e-mail] o Phone: [phone] a Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Project Narrative for
Craven County Potable Water Supply and Treatment Facilities RECEIVED
Craven County, NC JAN 2 4 2014
Introduction DCM-MBDCrrY
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 eastern portion of the County between New Bern 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, Inc 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 aquifer 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. RECEIVED
Nnv 13 2013
Existing Conditions
The proposed project area consists of a 10-acre site for the Water Treatment Plant, eight one- acre w 11 sites( ne
well site is located on WTP site), and approximately 27,000 linear 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 (NSW) 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 activities 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 intended to
recognize those waters which have low velocities and other natural characteristics which are different from
adjacent streams. The Neuse River in this area is closed to shelffishing 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 designation is given to all tidal salt waters protected for secondary
_ recreation such as fishing, boating, and other. activities involving minimal skin contact; fish and noncommercial
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).
RECEIVED mi
Proposed Project
The proposed project is as follows:
NOV 13 2013
Water Treatment Plant
DCM-MHD Crry
o 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 concentrations of dissolved organic material. Although
several different treatment technologies were evaluated in the engineering alternatives 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.
o 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 production. The CCWTP site will be fenced and the
entrance will be provided with a motorized security gate with keypad and telephone.
o 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
CAMA Major Permit Application
Project Narrative
2

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
stonnwater 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 anticipated. Based on 20-year flow projections obtained from Craven County's existing service
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
County's service area.
o No impacts to jurisdictional areas are associated with the WTP site (Appendix A; WI-15)
RECEIVED
S
JAN 2 4 2014
Production Wells
DCM- M CSTy
o Based on the results of the Engineers ARematives 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 alternative. The eastern
portion of the County between New Bern 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 -Rayne 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 secure 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 these 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 F135 (Appendix A; WI-21).
RECEIVED
NOV 13 2013
DCM-MRD CITY
Craven County 3
CAMA Major Permit Application
Project Narrative

Water Transmission System & Potable Water Treatment By -Product Line (Ground Water Concentrate 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 impervious 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 distribution 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 will 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 impervious 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 construction, 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
disposal is to discharge via a new diffuser in the Neuse River.
o Pump around procedures 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 details (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 will 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 RIW 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.
RECEIVED
NOV 13 2013
Craven County 4
CAMA Major Permit Application DCM-R;IiD CITY
Project Narrative

RECEIVED
Diffuser
JAN 2 4 2014
o A Modeling Analysis was completed for the proposed Nanofiltration discharge into,the Np"�iver
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 application 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 will 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 hold 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 (silt fence, tree protection fence,
temporary construction 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 horizontal
directional drill (HDD) equipment.
• The HDD equipment will be mobilized to the site and set up within the cleared easement.
• The HDD installation will 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.
RECEIVED
Craven County
CAMA Major Permit Application NO,V I Z013
Project Narrative
DC''4-,MgD CiTy

• 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 returned
to the original pre -construction contours.
o 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 specifications.
® 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 shoreline. This length 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 ACCE 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 structure will leave 5.5' of water clearance for boaters. Navigation 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 warning 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
warning 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 negative impacts to the public. Modeling of the proposed diffused flow has been
performed, along with pilot plant toxicity testing 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
NOV 13 2013
Craven County
CAMA Major Permit Application DCM-17I-ID CITY
Project Narrative

RECEIVED
DCM MP-1 !AN Z4 APPLICATION for 014
Major Development Plormlt
(last revised 12/27/06) 6
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (K applicable)
Craven County Potable Water Supply 8 Treatment Facilities
Applicant 1: First Name
Craven County clo Roy "Rusty"
MI
Last Name
Hayes
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2830 Neuse Boulevard
PO Box
City
New Bern
State
NC
ZIP
28562
Country
USA
Phone No.
252-636-6615 ext.
FAX No.
Strset Address (if offferentfremabove)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
Land Management Group, Inc.
Agent( Contractor 1: First Name
MI
Last Name
Kimbedee
C
Williams
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Ave; Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext. 1908
ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
RECEIVED
<Form continues on back>
NOV 13 2013
252.808.2808 .. 1-BBB-4RCOAST :; www.necoastalmanag ement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
Along Highway Stately Pines Road; Planners Beach Road;
Hwy 70; SR 1107; SR
R
Lewis Farms Road; Old Mill Road
1106; SR 1105; SR
1251
Subdivision Name
City
State
Zip
N/A
New Bem
NC
28560 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
j�CkSP•
Neuse River; Otter Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Neuse River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable,'list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Craven County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (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 tract above NHW (normal high water) or
N/A, I
NWL (normal waterlevel)
(if many lot sizes, please attach additional page with a list)
Most of project area: — 25' - 30' ❑NHW or NNWL
e.
Vegetation on tract
Wetlands within the well sites generally support red maple, sweetgum, black gum, and red bay in the overstory and shrub
layer. Herbaceous layer supports cinnamon fem and cane. Wetlands along the water line are mostly maintained and support
limited herbaceous vegetation. Uplands predominantly support loblolly pine, sweetgum, red maple, and horse sugar.
f.
Man-made features and uses now on tract
Well sites are all undeveloped and forested. The WTP site is in crop production. The water and concentrate lines are
located within existing DOT and utility line easements. RECEIVED
g.
Identify and describe the existing land uses adiacent to the proposed project site. NOV j, 3 M3
Adjacent land consists of residential, commercial, and agricultural uses.
DCNI-MHDMy
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
No County -wide zoning. The CAMA LUP zoning districts
(Attach zoning compliance certificate, if applicable)
proximal to the project corridor and WTP are
NYes ❑No ❑NA
predominately Conservation, Residential,
AgriculturallLow Density Residential and Commercial.
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes NNo ❑NA -
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does f involve a ❑Yes NNo ❑NA
252-808-2808 :: t-888-4RCOAST :: www.necoastalmanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
National Register listed or eligible property?
� a1
<Fonn continues on next page> JAN 2 4 2014
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? []Yes ®No DCM'MHDCMY
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
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 well sites has two water supply wells, one drawing from the Black Creek aquifer and the other drawing
from the Pee Dee aquifer.
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemmem
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project is needed to replace the water use reduction related to the Central Coastal Plain Capacity Use Area (CCPCUA)
regulations 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 Cretaceous wells located in the dewatering and saltwater
encroachment zones of the Central Coastal Plain. Craven County is located within 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.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction methods for the project include open cut excavation for foundations, structures, and utility lines as well as
trenchless methods including horizontal auger boring (bore and jack) and horizontal directional drilling (HDD) for some of the
utility lines. Equipment will include rubber tire and track mounted excavators, bulldozers, graders, HDD rigs and ancillary
equipment, and compaction machinery. During the project, equipment will be stored in uplands within the project area.
d. List all development activities you propose.
Craven County proposes 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 19,800 LF of concentrate line that will discharge via a new diffuser into the
Neuse River.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
I. What is the approximate total disturbed land area resulting from the proposed project? 30.1 ❑Sq.Ft or ®Acres
g. Will the proposed project
encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA WED
that the public has established
use of?
NOV 13 2013
252-808.2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net` -MHDCITY

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
Well sites and water lines will temporarily and permanently impact wetlands, streams, 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 project narrative and table of impacts for additional information.
i. Will wastewater or
a
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes,'attach a mitigation proposal. -
<Fonn continues on back>
.6. AddifionalInformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in orderfor the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently 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 claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received 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 project to the Division of Coastal Management.
Name Charles and Amanda Oakley (easement landowner) - Phone No. Could not locate
Address PO Box 1009; Havelock, NC 28532
Name Keith and Angela Parnell. Phone No. Could not locate
Address 933 Stately Pines Road; New Bem, NC 28560
Name North Carolina Coastal Land Trust Phone No. 910-7904524
Address 131 Racine Drive, Suite 101; Wilmington, NC 28403 .
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW 7130804; Craven County; 9/13113
h. Signed consultant or agent authorization forth, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land I
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 restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agerrqKwJpVEiD
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. NOV 13 2G13
252-808-2808 .. 1-888-4RCOAST .. www.nccoastal management. net
11CM-MAD CITY

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date ,114113 Print Name Lw Vv I I hA, f
Signature ",
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
❑DCM MP-4 Structures Information
. RECEIVED
'AN 24 2014
DCM MM CITY
RECEIVED
NOV 13 Z013
DCM-MHDCITY
252-808-2808 :: 1-888.4RCOAST :: www. nccoastalmanagement. net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. 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'
Length
Directional
Bore: 1010
LF
Diffuser: 8'
Width
Directional
Bore: 18"
HDPE
Diffuser: 0'-8'
Avg. Existing
A
NA
NA
Directional
Depth
Bore: 0'-8'
Diffuser: 0'-8'
Final Project
NA
NA
Directional
Depth.,
Bore: 0'-B'
4- EXCAVATION
❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
-
cubic yards.
NIA
N/A
c. (i) Does the area to be excavated include coastal wetlands/marsh
d. - High -ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom(SB),
—40,000
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑Cw ❑SAv ❑SB
BBCEMD
OWL ❑None
1
(h) Describe the purpose of the excavation in these areas:
NOV
i
To dig a trench in order to install water and concentrate lines.
13 2013
�5
�N
,
D(�pq ��(�}q (Yq�p
l/lYl-1Y M C11 $
2. DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area.
Material will temporarily be placed within easements. (twill
then be returned to trenched areas once the utility lines
have been installed.
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
Dimensions of disposal area.
Located within 20' wide easements. See attached figures.
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Within easements
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
252-808.2808 :: 1-888.4RCOAST :: www.ncco2st2iman2gement.net revised: 12/26106

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
number of square feet affected. (ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB _
OWL ❑None
(if) Describe the purpose of disposal in these areas: D
To temporarily store soil as utility lines are being installed.
Material will then be placed back in trench once the lines have
been installed to return area to natural grade. JA N
2 4 2014
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes []No ❑NA
(i) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill _ Riprap
Breakwater/Sill Other _
1. Source of fill material.
4. OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabilization)
a. () Will fill material be brought to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(i) Amount of material to be placed in the water 9fi0 CIF number
wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area 80' x 8' ❑CW ❑SAV ❑SB
(N) Purpose of fill OWL []None
To install a diffuser in the Neuse River. (ii) Describe the purpose of the fill in these areas:
To install water and concentrate lines; to construct groundwater
well houses and access roads.
RECENED
�r
NOV 13 2013
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used-�&WIIW.Y
controlled? backhoe, or hydraulic dredge)?
Pump around procedures will be utilized where impact to a Equipment will include rubber tire and track mount excavators,
jurisdictional channel will occur to minimize the risk of runoff and bulldozers, graders, HDD rigs and ancillary equipment, and
downstream sedimentation. Sift fences will also be ublized. 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 will
apply for CG 2554 permit.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes []No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Staging area for directional drill will be in wetlands. The area will
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
be well -marked in order to minimize impacts to this area.
Date
Craven County Potable Water Supply and Treatment Facilities
Project Name
4,, LJ� 1;A ,s -,�{�z
ApplicanpI1N me_
Applicant Signature
RECEMD
Ni:J : iUl
252.808-2808 :: I.888.4RCOAST :: www.nceoastalmanagement.ne4 revised: 12/26/06

Form DCM MP-3IVBD
UPLAND DEVELOPMENT JAN24 2014
(Construction andfor land disturbing activities) DCM Mid
C17'Y
Attach this forth to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
A water treatement facility; 8 well houses; 30,000 LF of
water lines and 19,800 LF of concentrate line.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity 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
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
I. Give the percentage of the entire tract to be covered by impervious
and/or built -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.
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industdaV
commercial effluent, "wash down" and residential discharges).
Concentrate; pump out from well sites; minimal surface
runoff
b. Number of lots or parcels.
WA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
30.1 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Well sites will have concrete pads and gravel driveways.
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwaler Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: 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 facilities described in Item (i) received state or local
approval?
❑Yes SNo ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonnwater
design?
❑Yes SNo ❑NA
If yes, attach appropriate documentation. RECEIVED
NOV 13 Z013
DCN Y—M CITY
252-808-28082 :: 1-888-4RCOAST :: www.newastalmanagement.net revised: 12/26f06

F¢9rtt9 0C Md MF-3 (upiaand oeveliopmeenSt, Page 2 of 2)
- K
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Project will provide drinking water supply to Craven County
residents
o. When was the lot(s) platted and recorded?
NIA
IIIb I13
Date
Craven County Potable Water Supply and Treatment Facilities
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ONo ®NA
Project Na e
Applicant a e
Applicant dignature
RECENEiD
NOV 13 2013
DCM-MHI)crrx
252-808.2808 :: 1-888-4RCOAST :: www.neooastalmanagement.ne4 revised: 12126106

List of Figures, Tables, and Appendices
Craven County Potable Water and Treatment Facilities i RECEtvEn
fw JAN 24 2014
Figure 1. Vicinity Map
Figure 2. View of Neuse River showing width of waterbody, ACOE navigation chAwomary
and outfall location
Table 1. List of Temporary and Permanent Impacts to Jurisdictional Areas
Appendix A. Impact 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. Deeds for WTP and Well Sites
Letter from County Attorney Regarding Status of Easements
Appendix D. Modeling Analysis
Appendix E. Preliminary Jurisdictional Determination Letter from the USACE
RECEIVED
NOV 13 2013
DCM-MIiD CITY

0
D
o
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m
m
o
m
3
o
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wCD
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a
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m
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Craven County Potable Water Supply and Treatment Facilities - 3 MGD
t � Parr
j Diffuser
_ � 4�• ' Groundwater
<' • -concentrate Line
70 �_j ti tv
�'� �Itlflflfli}J "` �•? ij (� <' ��X ° Propose
d
: •�( WTP
Manners Beach 2 > ire `- ,TOMES
MannersSite S
_Planners Beach 3(FB 2)���t
- , OBSLO4N
-�` \. Flanners Beach 5- � v
"1
Stately Pines 20 F 4
Flanners Beach 4 \ - (SP 2) <Sy Y��1 g�a .µ j �P91
(FB 4) / \ ` °y,4�(l�r,//1U1 .\�yf�i
k . 4 \ ✓.
Stately Pines 3
(SP 3)
Raw/Water Line 1 �%
r Finished
.Water Line4
o \ Lewis Farm 1 k
=1._._ (LF 170
) ti
w�'•..� \ !' � .� '�.` WTP Site
(WTP)
MC M&CREED
0 5 1,200 2,400 a soo Feet `� \\
�, l .

Table 1. List of temporary and permanent impacts.
Type
ID
Figure #
Wetland Impact (sf)
Stream Impact (LF)
Buffer Impact (sf)
RPW Impact (sf)
Public Trust Bottom Impact
(si)
Zone 1
Zone 2
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Utility
A
WI-2
14
4
Line
B
WI-3
118
C
W14
89
D
WI-5
86
E
WI-6
194
F
WI-6
191
1
WI-8
6.7
L
WI-10
6,740
P
WI-13
1,154
Q
WI-13 '
75
R
WI-14
308
5.1
S
WI-14
251
V
WI-16
191
Well
SP2
WI.18
322
Sife
FB5(G)
WI.21
13
321
68
413
227
HOD
L
WI.10
6,727
Diffuser
WI.11
896
640
TOTAL (so
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
�,� 32>;CEIVBID
�x
NOV 13 2013
Craven County Potable Water Treatment Facilities
CAMA Major Permit Application «-
September2013 MM -M—riD 1T

Appendix A. Impact Maps WI 1-21
f PEc&VeD
JAN 2 4 2014
V cv t�cn,,Y
RECEIVED
NOV 13 2013

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VICINITY MAP
6-213 —189
KERN COMPANY INC
- FLANNERS BEACH RD
SILT FENCE (TYP.) Book 1244/Poge 0925
10" PVC RAW WATER LINE
STREAM A
INSTALL 10" RAW WATER LINE
UNDER EX. 84" CMP MAINTAINING
MIN. 24" VERTICAL SEPARATION. SEE
CROSSING DETAIL B ON SHEET D300.
w
-R /W WL
W W W W W W
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6-207-1 -016 I � 6-207 -oss
WEHRUNG, MALCOLM W & JEANINE B KERN COMPANY INC
102 TEN TALL TRL FLANNERS BEACH RD RHCEMD
Book 1147/Poge 0601 Book 1244/Page 0925 iy
,
NOV 13 2013
TOP OF BANK
IMPACTED IMPACTED DCTVI-MHD CrrY
WETLANDS STREAM
WETLAND IMPACT STREAM IMPACT
WETLAND #A TEMP. STREAM #A TEMP. 50' 0 50'
100'
SO FT WIDTH LENGTH
IMPACT 14 IMPACT 8 4 SCALE: 1"=50' Horiz.
��V,I l j jQ d i`�r'DL'LTiI
4$
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
11]33001VarsIlOYVDrIlvs W" 500�•1�GLL
PEenc [phone], F— (919)UJ-8031
-12U
WETLAND & STREAM IMPACT MAP A
WI-2
Raleigh North Carolina

14O'�
6-207 —056
KERN COMPANY INC
FLANN£RS BEACH RD
Book 1244/Page 0925
SILT FENCE (TYP.
WF—B12
WF—W I
WF—
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WF—B1
61
' 8
/ VICINITY MAP
R/W
%f RECEIVED
Ex 6• K BAN 2 4 2914
o/K, M�CITy
l6-213 —189
KERN CINC
FLANNERSPANY BEACH RD
/ Book 1244/Poge 0925
v
INSTALL 10" RAW WATER
C. HEADWALL
O CWF-�A
LINE UNDER EX. 24" RCP '1
O
WHILE MAINTAINING MIN.
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(SEE CROSSING DETAIL B
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NOV 18 2013
IMPACTED
D06mC.1Ty
WETLANDS
WETLAND IMPACT
/
v
v
WETLAND
#B
TEMP.
50' 0
50' 100'
SQ FT
/
IMPACT
118
SCALE: 1"=50'
(Horiz.)
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CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
FTan�'. (919k]]-1091. Fac (919)9]]—IOSI
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WETLAND & STREAM IMPACT MAP B
WI-3
Raleigh North Carolina

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8" WL
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21+00''
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INSTALL 24" DI RAW DITCH
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24" PVC RAW WATER LINE m° £
CHANNEL w/MIN. 2' COVER
}
(SEE CROSSING DETAIL B
—
— — —
ON SHEET D300) '
------..--
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- - IGHi/VAY 70-EAST--- -
w w
w w,;
NOV 13 2013
IMPACTED
RPW AREA
DCMMHDCiTY
RPW IMPACTS _ _
_ _ _ — — -R/W
RPW #C
TEMP.
50' 0 50' 100'
SF
SCALE: 1"=50' (Horiz.)
IMPACT
88.4
ANj('I<jM&!''RL'L'Fl
CRAVEN
COUNTY POTABLE WATER AND TREATMENT FACILITIES Is
nw vwety 9nK. WIN w9
Pnonc (919)2J3-8091, Far. (919)2D-8031
r-1222
WETLAND & STREAM IMPACT MAP C
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NorthCarolina

a�-
0
TOP OF BANK
.b�
VICINITY MAP
BECEIVgp
JAN 2 4 2014
DCM Fo
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PEVXc ��\k\�Fo �-
_ FO --
EX. 8" WL1
----
C DITCH
INSTALL 24" DI RAW WATER
LINE UNDER EX. CHANNEL--
w/MIN. 4' COVER (SEE CROSSING
DETAIL B ON SHEET D300) -
Fry
R�R�R
\� US HIGHWAY-- - ---EX- UNDERGRO 70 WEST 3—PHASE (3-75n Kr
-- US HIGHWAY -
70 EAST
F. RECEIVED
w�—
IMPACTED w-NOV 13 2013
Rm RPW AREA --- — —
RPW IMPACTS _ _ DCM=MHDCTTy
RPW #D TEMP. _ �� _ 50' 0 50' 100''
SF
IMPACT 85.2 SCALE: 1"=50"(Horiz.)
V CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
4;:Z:;0iV —ll UV�1C1L� t.-
iTane (B19)03} !! Fac (M)n3 W31
Raleigh
F-12n Nwth Carolina WETLAND & STREAM IMPACT MAP D WI-5

Atge
o,V
INSTALL 16" CONCENTRATE LINE
BELOW EX. 18" RCP w/MIN.
24" VERT. SEPARATION.
(SEE CROSSING DETAIL B
- SHEET D300)
/EX. 6" PVC FM
7C' DITCH
WF.
WF-
wF e>
WF-fg z
INSTALL 12" RAW WATER LINE
UNDER EX. 18"' RCP WHILE
MAINTAINING MIN. 18" VERT.
SEPARATION. (SEE CROSSING
DETAIL B ON SHEET D300)
16" PVC CONCENTRATE LINE
WF FI6 - -
F7g 4yF FI
FI4 w� WE F wF F2
IETL N�D_� f?
f7
EX. PP
VICINITY MAP
t
4� .RECEIVED
r
NOV 13 2013
-e+ 1
IMPACTED
WETLANDS DCriT-MHDCITY
WETLAND IMPACT WETLAND IMPACT
WETLAND # E WETLAND # F 50' 0 50' 100'
SQ FT SQ FT
IMPACT (TEMP.) 194 IMPACT (TEMP.) 191 SCALE: 1"=50' (Horiz.)
g 6A iffj<j 4 i C-J?L.* D CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 1730,vvffiY Ww, Suite 500
Phon(919)23}8091. Fee (919)=l-8031
Raleigh North Carolina
F-1222 ' WETLAND & STREAM IMPACT MAP E & F WI-6

1 P[gIM1Yl j• /
I 'Y TM
VICINITY MAP
uGG ELECTRIC — _ -RAW
NC770N BOX p
N w w
3i w w
G3 a — — — — /W—
W -H WF-112
�1 z WETLAND H
• WF—Hi EX. 2.5`
WF G� WF_N6 RECEIVED PVC FM
10" PVC RAW WATER LINE JAN 2 4 2014
REFER TO ,r
MAP WI-21 FOR IMPACTS DCM-MHDCITY
TO STREAMNVETLANDS G
RECEIVED '
IMPACTED NOV 13 2013
WETLANDS
WETLAND IMPACT DCM-MHDCITY
WETLAND #H TEMP. 50' 0 50' 100'
SO FT
IMPACT — SCALE: 1"=50' (Horiz.)
L
l► j'*f/Tlt f f��Cp jA TI CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
1nw.rtrua swL soo I)WthCF-1222 WETLAND & STREAM IMPACT MAP HWI-7
North Carolina

v 1611 PVC CONC
2\\\ z1
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WFWFJ
ELLIPTI AL CMP
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�1
/ �1
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.INE
TOP OF BANK
,b4
VICINITY MAP
INSTALL 16"-CONCENTRATE
LINE ABOVE EX. 60" RCP
w / 24 LF 30" STEEL
CASING (MIN. 0.375" WALL
THICKNESS) w/ MIN. 6"
SEPARATION BETWEEN
CASING AND RCP
Z1 2
/ EX 6" PVC FM�
/
/ n
6" WL
INSTALL 10" RAW WATER LINE
UNDER EX. 5'X3.5' CMP WHILE
MAINTAINING MIN. 18" VERT.
SEPARATION. (SEE CROSSING
DETAIL A ON SHEET D300)
RECEIVEiD
NOV 13 2013
TEMP.STREAMIMPACTS
STREAM D0M1�PID��
STREAM #1 ZONE 1 ZONE 2 IMPACT 50' 0 50' 100'
SQ FT SQ FT WIDTH LENGTH
IMPACT - - 13.5 6.69 SCALE: 1"=50' (Horiz.)
$b, d C&I�DL'TLe11 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
���17M Vss tY 0me. %ite %01���GG1J
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Raleigh
-'� North Carolina WETLAND & STREAM IMPACT MAP I & J WI-8

RECENED ,
Nrl 1.:3 2013 �
DMMHDCnY
RECEMED \ 6-213 —178 VIGINII
/ KERN COMPANY INC
STALELY PINES RD
/ JA N 2 4 2014 \ Book 1240/Poge 0828
WF—K1
WETLAND K.
' WF-K2 •
16" PVC CONCENTRATE LINE—�3
-K4 EX. 6" PVC I
• WF-K5 CENTURY LINK
- CONCENTRATOR
RAVEL STATION
6-213 -027 " D
SPILLANE, RAYMOND JOSEPH - WF-K6- o Nc>`PP
& SYBLE
410 STATELY PINES RD WF-K7 ' ?„
Book 1597/Poge 0968 - 9yg0k
WF=KS.
p0 ls� i
H ADWALL• k .-
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0.4' E Z
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AREA W/SIGN
K 10" PVC RAW WATER LINE
g 6-213 -025
IMPACTED
WETLANDS IWS, WAL7ER T JR
411 STATELY PINES RD
WETLAND IMPACT Book 1760/Page 0731
®l
EX. 2.5"
PVC IM
a r�
a3`
WETLAND # K 50' 0 0' 1
SO FT PP
IMPACT (TEMP.) — SCALE: 1"=50' (Hor z.)
,,k, j2j<jl► i'�r*1RL�CT1 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
9F Il>V Vl Wti\aL1.VW1�C7��1�GGL
Mwnc (919)9JJ-�91. Fu (919)3JJ-9931
Raleigh North Carolina
WETLAND & STREAM IMPACT MAP K WI-9

RVE
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L
SCALE: 1"=50' (Horiz.) s..,�." � Fl� .�.
v �
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J' EX. 20'
DRAINAGE'-
' V. & UTILITY
H EASEMENT BEGIN HDD?-
V \.(SUBSURFACE PIPELINE)"
1 75AEC y ;,- 513+50 VICINITY MAP
W
\ v �I-D� STAGING \ PR&OSE[S TEMPORARY
AF�EA w\ `CONST.RUCTIQN EASEMENT
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EX. 20' UTILITY COUNTY 20' PERMANENTS
EASEMENT UTILITY EASEMENT""
16" 11.25' RJ BEND (VERT.) c a w 12
`I' O. Lm S
18"x16" RJ REDUCER + RA H JAL
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EX. 30' UTILITY' WETS ND L L )E �T Z1jM
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1 v, / Z
WF—L O Ll
16" PVC CONCENTRATE LINE
CENEB � ' EX. 20'
A DRAINAGE WF-1-4
Nov 13 zoos I /�Ca & UTILITY
EASEMENT
�CIl_ n !iD C1Ty I v �� WF-1-5
NP
—L6
IMPACTED cc: _/ i ;
T11,
IMPACTED , i WETLANDS j ��,/ / 1, o `U —L8
WETLANDS i (FOR HDD N /' / / a- 7• I �'
STAGING AREA
WETLAND IMPACT / '`'S £ �p o
WETLAND # L
SO FT I GONG D/W TATELY PINES D .
IMPACT (TEMP.) 13,467 6 (SR 1106)
1
A A'J< J ii C�r�T'L�TI CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
117i3300Varsity VDri, Suite 500
Phone: (91S)233-8091, Fan [phone]
F-1222 North Carolina WETLAND & STREAM IMPACT MAP L WI-10
Raleigh

�� � 1tECEIVEp / 0
otJAN 24 2014 w'
XvImcmy
INSTALL 16" CONCENTRATE
LINE ABOVE EX. 24" RCP.
(SEE CROSSING NOTE C Q
ON SHEET D300) I I
LL
LL
EX. 6" I V I
f� P✓C FM jp
2
FM
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WF—M2 \ 2
WF—M1uj
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WF—M5 " �
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wo
`\ WF—M6 e
VICINITY MAP
RECEIVED
NOV 13 2013
11:Nv,s1,1,1111)yo4
IMPACTED
WETLANDS
WETLAND IMPACT
WETLAND # M 50' L
0' 10 '
SO FT
IMPACT — SCAL 1"=50' (Horiz.)
A11TR/i11 &r REM CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
nw V"tB Dro Wft W
Mma (B19)}J.1-8091. Fac (B191v1-BOJt
Ralei h
F-"" North Carolina WETLAND & STREAM IMPACT MAP M WI-12

P r S Fu M
6-019 -005
REDDOCH, JAMES D a' i
255 LEWIS FARM RD 1611 PVC CONCENTRATE LINE - !
Book 3055/Page 0823
24" PVC RAW WATER LINE VICINITY MAP
INSTALL 24" RAW WATER LINE I
AND 16" CONCENTRATE
LINE UNDER EX. 48" CMP
(SEE CROSSING DETAIL B
ON SHEET D300)
wF—p10 m m
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RECEIVED
6-214 -012
GILLET7E, WILLlAM P
250 LEWIS FARM RD NOV ! 2013
Book 1775/Page 0656
IMPACTED \
WETLANDS
WETLAND IMPACT I WETLAND IMPACT
WETLAND # I P I WETLAND # I Q - 50'l 0 50"\ 100'
IMPACT (TEMP.) 1154 IMPACT (TEMP.) 75 SCALE:
7V JCJQA i C�l�7�L'CTl CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 11J]VO�Vmeilty�Dd... SSullt. 5700�,��000
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North Carolina WETLAND & STREAM IMPACT MAP P & Q WI-13
Ralei h

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JAN 24 2014
aoe R
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VICINITY MAP
16" PVC CONCENTRATE LINE
24" PVC RAW WATER LINE
INSTALL 24" RAW WATER LINE AND 16"
CONCENTRATE LINE UNDER EX. 36" CMP a
(SEE CROSSING DETAIL B ON SHEET D300)
674+0
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—
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LINE UNDER EX. 36" CMP NOV 13 2013
(SEE CROSSING DETAIL B TOP OF BANK
\
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\ 50' 0 5�CM- Crr,00,
i
SCALE: 1"=50' (Horiz.)
IMPACTED i IMPACTED
WETLANDS STREAMS
WETLAND IMPACT
WETLAND IMPACT
STREAM IMPACTS
WETLAND #
R
WETLAND #
S
STREAM R
ZONE 1
ZONE 2
STREAM
IMPACT
SQ FT
SQ FT
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SQ FT
WIDTH
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IMPACT (TEMP.)
308
IMPACT (TEMP.)
251
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4.0
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WETLAND & STREAM IMPACT MAP R & S
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EX. 6"
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EX. 8" WL ;
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/
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RECEIVED
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1611
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SPS (SEE CROSSING DETAIL B
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IMPACTED
RPW AREA
RPW IMPACT
RPW #V TEMP. 0' 0 50' 100'
SF CAL�i' 1"= oriz.) /
IMPACT 190.75
4%-Jl �8 i/iTe R C�I�Di'L�TI CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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\ i NOV 13 2013
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WETLAND # LF1 50' 0 ✓ 50' 100'
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IMPACT - SCALE: 1"=50' (Horiz.)
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Raleigh North Carolina

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IMPACTED
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RPW #SP2 50' 0 50' 100' 1DC_VMHDC1-Tr
SQ FT
IMPACT PERM. 322 SCALE: 1"=50' (Horiz.)
1 jCj<j /l f'! j?jffi I CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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F-12£2 North Carolina WETLAND & STREAM IMPACT MAP SP2 WI-18
Raleigh

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1
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I
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LIMITS OF
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NOv 13 Z013 I
WETLAND # FB2 /3i 0'
SO FT7IMPACT — S ALE: ' 50' o RO3x
46,
A T/i7► f �'J! �DL�CTI CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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Raleih North Carolina
r-12U WETLAND & STREAM IMPACT MAP FB2 WI-19

WETLAND FB3 ,
\ <_
3
LIMITS OF ire, I
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\ F /
WELL SITE
FB-3
q� DITCH
(NON JURISDICTIONAL)
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F
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Q
IMPACTED
WETLANDS NOV 13 2013 / / Z
WETLAND IMPACT 4F /
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WETLAND # FB3 50' 0 J 00
SQ FT \ /
IMPACT — AL 1" 50 oriz!)
A A"'i/ilf, /f C&(IZEM CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
1J30 VCar'silry�Orlilw,�Su;!e,500�•1�GP�1J
Phone: (919)1S]-5091, Fae: [phone]
North Carolina Raleigh
F-1zn WETLAND & STREAM IMPACT MAP F83 WI-20
RECEIVED
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'Boundaries are approximate and are not meant to be absolute.
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 Supply Cr
8 Treatment Facilities LMG,� n„Figure 2. View of Neuse River Olowi*
z CAMA Major Permit Application wv„ LIGroup.net' width of waterbody, N
t7iSeptember 2013 Phone: [phone]MG.1078 ACOE navigation Chan I, •ra
�'= m 3805 Fax
Avenue and outfall locatio
40-13-039 1 Wilmington, NC28403 1 -ram

V
AGIUA V
NCDM
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
February 4, 2014
DWR q 14-0005
Craven County
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
Subject: Approval of 401 water Quality Certification with Additional Conditions
Approval of Neuse River Riparian Buffer Impacts with Additional Conditions
Craven County Potable Water Supply and Treatment Facilities
Dear Mr. Hanes:
You have our approval for the impacts listed below for the purpose described in your application dated
December 18, 2013 and received by the Division of Water Resources (Division) on December 20, 2013
and subsequent information on January 27, 2014. These impacts are covered by the attached Water
Quality General Certification Number 3900, Neuse River Riparian Buffer Rules, and the conditions listed
below. This certification is associated with. the use of CAMA Major Permit and General Permit(s)
198000291 issued by the US Army Corps of Engineers (USAGE). This Certification allows you to use the
CAMA Major Permit when the Division of Coastal Management Issues it. This approval supersedes
the previous the previous approvals issued on January 29, 2014issued on January 29, 2014. Please note that you should get any other federal,
state or local permits before proceeding with your project, Including those required by (but not limited
to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
1. The following Impacts are hereby approved provided that all of the other specific and general
conditions of the Certification and Neuse River Buffer Rules are met. No other Impacts are
approved, including incidental impacts.
Water QualilyReglonalOperagons Secllon.
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone]
Internet: www.n_ cat@ m
An Equal OpportunitylAfimmtivekson Employer

Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
401 AND SUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount
Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Plan location/
Reference Attached
Stream
Site
0 (linearfeet)
4 (linearfeet)
Figure WI-2
Site 1
0 (linearfeet)
7 (linearfeet)
Figure WI-8
Site R
0 (linearfeet)
5 (linearfeet)
Figure WI-14
401/404 Wetlands
Site A
0 (acres)
0 (acres) "14 W"
Figure WI-2
Site B
0 (acres)
0.003 (acres)
Figure WI-3
Site E
0 (acres)
0.005 (acres)
Figure WI-6
Site F
0 (acres)
0.004 (acres)
Figure WI-6
Site FB5 (G)
0 (acres)
0 (acres) "13 ft"'
Figure WI-21
Site L
0 (acres)
0.31 (acres)
Figure WI-10
Site P
0 (acres)
0.03 (acres)
Figure WI-13
Site Q
0 (acres)
0.002. (acres)
Figure WI-13
Site R
0 (acres)
0.007 (acres)
Figure WI-14
site S
0 (acres)
0.006 (acres)
Figure WI-14
Open Waters
Site C
0 (acres)
0.002 (acres)
Figure WI-4
Site D
0 (acres)
0.002 (acres)
Figure WI-5
Site V
0 (acres)
0.004 (acres)
Figure WI-16
Site SP2
0.007 (acres)
0 (acres)
Figure WI-18
Diffuser
0.02 (acres)
0.021 (acres)
Figure WI-11
Buffers —.Zone 1
FBS (G)
68 (square ft.)
321(square ft.)
Figure WI-21
Buffers —Zone 2
FB5 (G)
227 (square ft.)
413 (square ft.)
Figure WI-21
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and General Certification and is responsible for complying with
all conditions.

Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
401 AND BUFFER APPROVAL
Page 3 of 4
3. Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Neuse Buffer Umbrella Bank Upper Neuse
Buffer -Nutrient Reduction Mitigation Bank to meet this mitigation requirement. Until the Neuse
Buffer Umbrella Bank Upper Neuse Buffer -Nutrient Reduction Mitigation Bank receives and
clears your payment, and proof of payment has been provided to this Office, no impacts
specified in this Authorization Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to the Neuse Buffer Umbrella Bank Upper Neuse
Buffer -Nutrient Reduction Mitigation Bank to meet the following compensatory mitigation
requirement:
Compensatory
Mitigation Required
River and Sub -basin
Number
Buffers
295 (square feet)
Neuse/NEU1O
4. Wetland Boundary Protective Fencing
The wetlands within 50 feet of areas of disturbance shall be clearly marked with orange warning
fencing (or similar high visibility material) to protect the remaining wetlands onsite from being
impacted. This shall be done during the Initial stage of construction.
S. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 & Buffer Permitting Unit, NC Division of Water Resources,
1650 Mail Service Center, Raleigh, NC 27699-1650.
6. This approval and its conditions are final and binding unless contested.
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150E by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at htto://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition Is considered filed when the original and one (1) copy along with any applicable OAH filing fee is
received in the OAH during normal office hours (Monday through Friday between 8:00am and S:OOpm,
excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH riling fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:

If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Craven County
Attn: Mr. Rusty Hanes
DWR It 14-0005
401 AND BUFFER APPROVAL
Page 4 of 4
If sending via delivery service (UPS, FedEx,
etG):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water. Please contact
Anthony Scarbraugh at 252-948-3924 [e-mail] if you have any questions or
concerns.
jSincerely,
David
Regional Supervisor
DWR Water Quality Regional Operation Section
Washington Regional Office
Enclosure: GC3900
Neuse River Riparian Buffer Rules
Certification of Completion
cc: Doug Huggett, DCM Morehead City
Brad Connell, DCM Morehead City
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Jennifer Burdette, DWR 401 & Buffer Permitting Unit
Pat McClain, DELMR WaRO (via email)
Kim Williams, Land Management Group, Inc.,
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28404
Matthews R. Fisher, EBX-EM, LLC,
909 Capability Drive, Suite 3100, Raleigh, NC 27606
File

J'
0_EWIR
North Carolina Department of.Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John-E. Skvarla, III
Governor Director Secretary
January 29, 2014
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
DWR tY 14-0005
Craven County
Subject.• Approval of 401' Water Quallty Certification with Additional Conditions
Approval of Neuse River Riparian Buffer Impacts with Additional Conditions
Craven County Potable Water Supply and Treatment Facilities
Dear Mr. Hanes:
you have our approval for the impacts listed below for the' purpose described in your application dated
December 18, 2013 and received by the Division of Water Resources (Division) on December 20, 2013
and subsequent information on January 27, 2014. These impacts are covered by the attached Water
Quality General Certification Number 3900, Neuse River Riparian Buffer Rules, and the conditions listed
below. This certification is associated with, the use of CAMA Major. Permit and General Permits)
198000291 Issued by the'US Army Corps of Engineers (USACE). This Certification allows you to use the
CAMA Major Permit when.the Division of Coastal Management Issues It. Please note that you should
get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following.add'itional conditions:
1'. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification and Neuse River Buffer Rules are met. No other impacts are
approved, including incidental impacts. ,
WaterQuatity Regional Operations Section
943 Washington Square Mal. Washington,'North Carolina 278M
Phone: 252-946MB1 t FAX 252-975a716
Internet .ncwaterxug
An Equal OpporlumoAffemalro Aclian FmMer

Craven County
Attn: Mr. Rusty Hanes
DW R 414-0005
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount
Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Plan location/
Reference Attached
Stream_
Site
0 (linearfeet)
4 (linearfeet),
Figure All-2
Site
0 (linearfeet)
7 (linearfeet)
Figure WI-8
Site R
0 (linearfeet)
5 (linearfeet)
Figure WI-14
401/404 Wetlands
Site A
0 (acres)
0 (acres) "14ft' '
Figure WI-2
Site B
0 (acres)
0.003 (acres)
Figure WI-3
Site E
0 (acres)
0.005 (acres)
Figure WI-6
Site F
0 (acres)
0.004 (acres)
Figure WI-6
Site FB5 (G)
0 (acres)
0 (acres) "13 ft"'
Figure WI-21
Site-L
0 (acres)
0.31' (acres)
Figure WI-10
Site P
0 (acres)
0.03 (acres) '
Figure WI-13
Open Waters .
Site C
0 ,(acres)
0.002 (acres)
Figure WI-4
Site D
0 (acres)
0.002 (acres)
Figure WI-5
Site V
0 (acres)
0.004 (acres)
Figure WI-16
Site SP2
0.007 (acres)
0 (acres)
Figure WI-18
Diffuser
0.02 (acres)
0.021 (acres)
Figure WI-11
Buffers —Zone 1
F135 (G) .
321(square ft.)
68 (square fQ
Figure WI-21
Buffers —zone 2
FB5 (G)
413 (square ft.)
227 (square ft.)
Figure WI-21
2. This approval is for the purpose and design described in your application: The plans and
specifications for this project are incorporated by reference as part of the Certification. if you
change your 'project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and General Certification and is responsible for complying with
all conditions.
.. Rat• ...

Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
401 AND BUFFER APPROVAL
Page 3 of 4
3. Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Neuse Buffer Umbrella Bank Upper Neuse
Buffer -Nutrient Reduction Mitigation Bank to meet this mitigation requirement. Until the Neuse
Buffer Umbrella Bank Upper Neuse Buffer -Nutrient Reduction Mitigation Bank receives and
clears your payment, and proof of payment has been provided to this Office, no impacts
specified in this'Authoriiation Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to the Neuse Buffer Umbrella Bank Upper Neuse
Buffer -Nutrient Reduction Mitigation Bank to meet the' following compensatory mitigation
requirement:
Compensatory
Mitigation Required
River and Sub -basin
Number
Buffers
295 (square feet)
Neuse/NEU10
4. Wetland Boundary Protective Fencing
The wetlands within 50 feet of areas of disturbance shall be clearly marked with orange warning
fencing (or similar high visibility material) to protect the remaining wetlands onsite from being
impacted. This shall be done during the Initlal:stage of construction.
5. Upon completion of all work approved within.the 401 Water Quality Certification or applicable
Buffer Rules, any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 & Buffer Permitting Unit, NC Division of Water Resources,
1650 Mail Service Center, Raleigh, NC 21699-1650.
6. This approval and its conditions are final and binding unless contested.
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at httn://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered'filed when the original and one (1) copy along with any applicable OAH filing.fee is
received in the OAH during normal office hours (Monday through Friday between 8:0Oam and 5:00pm,
excluding official state holidays).
The petition may be faxed'to the OAH at [phone], provided .the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:

If sending via US Posta/Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
401 AND BUFFER APPROVAL
Page 4 of 4
if sending via delivery service (UPS, FedEx,
etcj:
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of thepetition must also be served to DENR:
Lacy Piesnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-16,01
This letter completes the review of the Division under section 4.01 of the Clean Water. Please contact
Anthony Scarbraugh at 252-948-3924 or [e-mail] if you have any questions or
concerns. '
Sincerely,
David Ma .G.
Regional Supervisor
DWR Water Quality Regional Operation Section
Washington Regional Office
Enclosure: GC 3900
Neuse River'Riparian Buffer Rules
Certification of Completion
cc: Doug Huggett; DCM Morehead City
Brad Connell, DCM Morehead City
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Jennifer Burdette, DWR 4018i Buffer Permitting'Unit
Pat McClain, DELMR WaRO (via email)
Kim Williams, Land Management Group, Inc.,
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28404
Matthews R. Fisher, EBX-EM, LLC,
909 Capability Drive, Suite 3100,.Raleigh, NC27606
File

Pat McCrory
Governor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
iR-6 NR
North Carolina Department of Environment and
Division of Coastal Management
Braxton C. Davis
Director
Maureen Meehan
Division of Coastal Management
Doug Huggett
Major Permits Processing Coordinator
Natural Resources
ay
CAMA/DREDGE & FILL Permit Application Review
Craven County
John E, Skvada, III
Secretary
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 regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This 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 ency objects to the project for reasons desc *bled ' the attached comments.
SIGNED DATE �J
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagementnet
An Equal Opportunity 1 Alflrmative Action Employer W

® 0
NCDENtt
North Carolina Department of Environment and Natural Resources
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary ,
MEMORANDUM
To: Daniel Govoni, Assistant Major Permits Processing Coordinator
From: Maureen Meehan, DCM Morehead City District Planner
Date: February 4,2014
Subject: Major Permit Application, requested by Craven County, 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 diffuser offshore, adjacent to Neuse River,
Craven County, North Carolina.
LUP Consistency Determination: The proposal is Consistent With & Not in Conflict with the
2009 Craven County Land Use Plan certified by the CRC
on October 30, 2009.
Overview:
The Areas of Environmental Concern (AECs) impacted by the proposal include Public Trust
Area, Estuarine Shoreline, and Estuarine Waters. The waters at the project site are classified as
SB; Sw, NSW and are closed to the harvesting of shellfish. The area is not a Primary Nursery
Area.
The Craven County Future Land Use Map designates the property as Residential. Development
within the designated AEC is limited by CAMA regulations and development guidelines.
Applicable or related policy includes the following:
"Residential, commercial, and industrial development which -meets 15A NCAC 7H
use standards will be allowed in estuarine shoreline, estuarine water, and public
trust areas. In all other areas, development will be allowed that is consistent with
applicable local, state and federal regulations." (P.37, Land Use Compatibility
Policies, pg. 144)
400 Commerce Avenue, Morehead City, NC 28557
Phone: [phone] Fax: [phone] Internet: www.n=astalmangement.net
An Equal Opportunity 1 Affirmative Action Employer —50% Recycled \ 10% Post Consumer Paper

MI ENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
January 9, 2014
Mr. Roy Hayes
Craven County
2830 Neuse Boulevard
New Bem, NC 28562
Dear Sir:
Natural Resources
John E. Skvarla, III
Secretary
This letter is in response to your application request under the Coastal Area Management Act (CAMA) to carry
out development activities adjacent the Neuse River, at the end of Flanners Beach Road, in Craven County.
Processing of the permit application, which was received by the Division of Coastal Management's Morehead
City office on 11/25/13, is ongoing. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. This item is summarized below:
1) The N.C. Division of Water Resources, by way of the attached letter, has determined that additional
information will be required in order for that agency to adequately review the proposed project. Due
to the fact that a CAMA permit cannot be issued without.a water quality certification and buffer
authorization first being issued, it is necessary that processing of your permit application be placed in
abeyance until such time as the requested information is provided to the Division of Water Resources,
a water quality certification is issued for the proposed project, and a copy of the certification is
provided to this office. Contact the Division of Water Resources directly at [phone] and
reference DWQ project 14-0005 if you have questions regarding this issue.
You will be given five working days from date of mailing. If you can provide to this office a copy of a water
quality certification within the required time, DCM staff will continue processing of the application and the
processing clock will not be suspended. If the required information is not provided to this office within the
specified timeframe, processing of the application will be suspended until such time as the requested
information is provided. If you have any questions concerning these matters, please feel free to contact me by
telephone at [phone], or by email me at [e-mail].
SinceieI
::�'f P
Daniel M. Govoni
Asst. Major Permits Coordinator
CC: Kim Williams, LMG Group
3805 Wrightsville Ave.
Suite 15
Wilmington, NC 28403
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal npporlunity\AMraAve Action Employer

t' % PC,
OVER
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
January 8, 2014
D W R # 14-0005
Craven County
CERTIFIED MAIL: 7012 2210 0002 4887 4381
RETURN RECEIPT REQUESTED
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
Subject: REQUEST FOR ADDITIONAL INFORMATION
Craven County Potable Water Supply and Treatment Facilities
Dear Mr. Hanes:
On December 20, 2013, the Division of Water Resources (Division) received your application dated
December 18, 2013, requesting a 401 Water Quality Certification and Buffer Authorization from the
Division for the subject project. The Division has determined that your application is incomplete and
cannot be processed. The application is on -hold until all of the following information is received:
1. Per 15A NCAC 02B .0233, buffer mitigation is required for the proposed buffer impacts .
associated with access road depicted in Inset "A" of Figure WI-21. Please submit a mitigation
plan detailing how the proposed buffer impact for Zone 1 and/or Zone 2 will be mitigated. If
you choose to pay Into a mitigation bank for the required mitigation, please provide an
acceptance letter from the mitigation bank demonstrating they have the available mitigation
credits.
2. Per the requirements of 15A NCAC 02B .0233, please provide a detailed stormwater
management plan for the access road depicted In Inset "A" of Figure WI-21 that demonstrates
that nutrient removal and total suspended solids requirements are met prior to entering
proposed new storm drain.
Pursuant to 15A NCAC 02B [Neuse] .0233, the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Division will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval, including a complete application package and the appropriate fee.
Water Quality Regional Cperallons Section
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX [phone]
Internet, mm.nmater.ore
An Equal OppodurulyIAlrmnalrveklion Employer

l'
Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
Request for Additional Information
Page 2 of 2
Please respond in writing within 30 calendar days of receipt of this letter by three sending copies of all
of the above requested information to the 401 & Buffer Permitting Unit, 1650 Mail Service Center,
Raleigh, NC 27699-1650.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act and
Neuse River Riparian Buffer Rules for this activity and any work done within waters of the state may be a
violation of North Carolina General Statutes and Administrative Code.
Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if you have
any questions or concerns.
Sincerely,
bo V
ay,
David M P.GZ�
Regional Supervisor
Washington Regional Office
cc: Kim William, Land Management Group, Inc. (via email)
Josh Pelletier, USACE Washington Regulatory Field Office
Doug Huggett, DCM Morehead City
Brad Connell, DCM Morehead City
Pat McClain, DELMR WaRO
DWR WaRO 401 files
Jennifer Burdette, DWR 401 & Buffer Permitting Unit

North Carolina
Pat McCrory
Governor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
X4*P,::_
MUM
Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
Director RECEM Secretary
JAN 0 2 2014
DCM-MMCTTY
Pat McClain
Division of Energy, Mineral & Land Resources
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Applicatjon Review
Craven County
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 regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This 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.,V A%4mv✓ OLO-, A/o" -4 06;>wml 4W
9•*Ws1n4 *-119 5i*M , IAIA J <ZWyWac A.46,,l 79/Oro✓qt-
This agency objects to the project for reasons described in the attached comments.
SIGNED _ , t%� DATE -J
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity IAannative Action Employer
.r

.A pc,
North Carolina Department of Environment and 'Matural Resources
Division of Coastal Management JAN 0 9 2014
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director 11CM-MCftretary
December 18, 2013
MEMORANDUM:
TO: Maria Dunn
NC Wildlife Resources Commission
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Craven County
Project Location: 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 regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: �zThis
This agency has no objection to the project as proposed.
agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
is agency objects to the project for reasons described in the attached comments.
DATE "` 12-23- 1013
Phone: [phone]FAX: [phone]Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

Pat.Wcrory
Governor
DecemberIS, 20.13r
Ivfl3M0,RANDUJM;'
TO:
FROM:
SLIBTEC .-
Applicant:
Project Location:
North Carolina Depf rtr ipnt of'Environment and Natural R'gsources
to: of•Coastal Management
Braxton C, Davis John E. Skvarla; ll
Dilktor Secretary
'14
Renee' Gledfiil l-)rtirly
NO Department of Cultural Resources
Doug'Huggett
Major Permits Processing Coordinator:
CAMA/DREDGE,& FfLL.Permit.Application.'Review
Craven County.
Craven County, adjacent "the Neuso 1tner; ti'tthe end of Fla_ nners-Beach,R_d:,
off,of NC Hairy 70,.ncar'Stately-Pines.
Proposed Project: Progoscs'to construct -a tivater treatment'.plant, 8 raw i}aterproduction wells,
mlater transmission�lines, and a concentrate line that will digeharge into the
No= Rivcr,via a proposed diffuser W.0iore- for.public use.
Please indicate below your agency's position -or viewpoint orfthe,proposed project and return this'fortil by
January 7, 2014. Ifyou.have any questions regarding -the proposed project,.please contact Brad Connell;
Permit officerat(252) 808--2808.-Cxt. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to'tlac project, as proposed. -
This agency-11as no comment on,ihe proposed project.
This agency approves of the project : only if the, recommended 'changes are
incorporated; Sce.uttacl ed.
T is.agency`objects to the, ;projectfor reasons lbscribed in the-attielied.eomrtients:
SIGNEDDATE
400 Commerce Ave., Mcrehead City, NC'28557
Phone:[phone] k FAX,. 252-2i7-3330 Internet, m acco lmanagementnel
An EQuaI ep Mdi: IA'u 'M Axon Erty opr -
DEC 2 3.2013

Huggett, Doug
From:
Connell, Brad
Sent:
Thursday, January 09, 2014 12:46 PM
To:
Howell, Jonathan; Govoni, Daniel; Huggett, Doug
Subject:
FW: Craven County Potable Water Supply & Treatment Facilities
Importance: High
FYI
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
Peace be with you.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties.
From: Scarbraugh, Anthony
Sent: Wednesday, January 08, 2014 12:53 PM
To: Connell, Brad
Subject: FW: Craven County Potable Water Supply & Treatment Facilities
Brad,
After discussing the project with USACOE, the impacts outside the AEC will be addressed within the CAMA Major
Permit. Therefore in order to address a few pending issues this Office will place the project on hold until the additional
information is received.
Anthony
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environment and Natural Resources
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statue or other regulation.
..re�a>.«.>r..�*w•+.r«r*+*r+*�****r*�«*r+**rr*w+�*rwx*r*era««»sr***#*+.:<.*<
From: Scarbraugh, Anthony
Sent: Wednesday, January 08, 2014 10:26 AM
To: Kim Williams (kwilliams(cblmgroup.net)
Subject: Craven County Potable Water Supply & Treatment Facilities
Kim,

Pero urconversation, this Office will need clarification on the following issues prior to processing the CAMA Major
Application:
1. Figure WI-21 denotes 68 square feet of impacts to Zone 1 and 227 square feet of impacts to Zone 2 of the Neuse
River Riparian Buffer. In accordance with the Table of Uses, "Road impacts other than crossing of stream and
other surface waters subject to this Rule" are allowable with mitigation. Please provide documentation that the
compensatory mitigation requirements associated with proposed impacts has been satisfied. In addition, please
provide information that adequate stormwater treatment has been provided to satisfy 15A NCAC 02B .0233
prior to the new discharge.
A hold letter will issued within the next few days. If you have any questions or concerns, please feel free to contact me.
Best Regards,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environment and Natural Resources
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statue or other regulation.

Huggett, Doug
From:
Scarbraugh, Anthony
Sent:
Thursday, January 09, 2014 10:49 AM
To:
Huggett, Doug
Cc:
Howell, Jonathan; Govoni, Daniel; Connell, Brad
Subject:
Comments on Craven County WTP and Diffuser
Attachments:
Comments on Craven County WTP and Diffuser.pdf
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environment and Natural Resources
Division of Water Resources— Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statue or other regulation.
w****wra•**+**+***r*r**r*++e**e*•rr+*x*****rs**:+*#�.*r•+r****►*.*aaa.s*::*s

Nod Carolina Department dEnVironment art. Natural Resources
Divlsion'of Coastal. Management
Pat McCrory . Braxton Cr Davis John E. Skvarla, III
Governor Director Secretary
December l8, 2013
E C E NE
MEMORANDUM:
_
DEC._2.3-2019- .------•--
-catlraitgl•
TO
y.
�y
Scott Vinson 1>��� ,WAR
Division of Water Resources
FROM:'
Doug Ijuggett.
Major Permits Processing Coordinator
SUBJECT:
CAMAIDREDGE & FILL Permit Application Review
Applicant:
Craven County
ProjeetLocation:
'Craven County, adjacent the Neuse River, at the end of Manner's 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 befowyour agency's position or viewpoint on the proposed project and return this form by
Januatj 7;,2014. If.you have any questions regarding the proposed' project, pleasecontact Brad Connell, .. .
Wrmit'officer at (252) 80872808. Fit, 214. When appropriate, in-depth commentswith supporting data is
REPLY: `
This agency has no'objection to the project as proposed.
This agency.has+ no comment on the proposed project.
db
are
. This . agency , approves 'of . the proJect only if the recommended changes
incorporated. See attached.
This agency., objects; to the project for. reasons described in the attached comments. .
SIGN>;D
DATE i�� V.
400 comme
ore
a 57
Ity NC 28a
Phone 252 8, 288 1 FAX
. 2-2473330 Internet wvrw nccoastaI agemeatnet. .
An Equal - r rc*0 d4uq
..
_

A��
CCDENR
North Carolina Department of Environment and Natural
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
January 8, 2014
CERTIFIED MAIL: 7012 2210 0002 4887 4382
RETURN RECEIPT REQUESTED
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
Subject: REQUEST FOR ADDITIONAL INFORMATION
Craven County Potable Water Supply and Treatment Facilities
Dear Mr. Hanes:
Resources
John E. Skvarla, III
Secretary
DW R It 14-0005
Craven County
On December 20, 2013, the Division of Water Resources (Division) received your application dated
December 18, 2013, requesting a 401 Water Quality Certification and Buffer Authorization from the
Division for the subject project. The Division has determined that your application is incomplete and
cannot be processed. The application is on -hold until all of the following information Is received:
1. Per 15A NCAC 02B .0233, buffer mitigation is required for the proposed buffer impacts
associated with access road depicted in Inset "A" of Figure WI-21. Please submit a mitigation
plan detailing how the proposed buffer Impact for Zone 1 and/or Zone 2 will be mitigated. If
you choose to pay into a mitigation bank for the required mitigation, please provide an
acceptance letter from the mitigation bank demonstrating they have the available mitigation
credits.
2. Per the requirements of 15A NCAC 02B .0233, please provide a detailed stormwater
management plan for the access road depicted in Inset "A" of Figure WI-21 that demonstrates
that nutrient removal and total suspended solids requirements are met prior to entering
proposed new storm drain.
Pursuant to 15A NCAC 02B [Neuse] .0233, the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Division will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval, including a complete application package and the appropriate fee.
Water Quallty Regional Operations Section
A3 Washington Square Mall, Washington, North Carolina 27889
Phone:[phone] FAX: [phone]
.Internet tmww.ncwaterom
An Equal OgpMunity Wmiative Action Employer

Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
Request for Additional Information
Page 2 of 2
Please respond in writing within 30 calendar days of receipt of this letter by three sending copies of all
of the above requested information to the 401 & Buffer Permitting Unit, 1650 Mall Service Center,
Raleigh, NC 27699-1650.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act and
Neuse River Riparian Buffer Rules for this activity and any work done within waters of the state may be a
violation of North Carolina General Statutes and Administrative Code.
Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if you have
any questions or concerns.
Sincerely,
4�
David May, P.G
Regional Supervisor
Washington Regional Office
cc: Kim William, Land Management Group, Inc. (via email)
Josh Pelletier, USACE Washington Regulatory Field Office
Doug Huggett, DCM Morehead City
Brad Connell, DCM Morehead City
Pat McClain, DELMR WaRO
DWR Wa RO 401 files
Jennifer Burdette, DWR 401 & Buffer Permitting Unit

�wMAW paa,
®R
..
North Carolina Department of Environment anIdNatural Resources
Division of Coastal Management
Pat McCrory
Brazton.C, Davis
John E• Skvarla, ill
Governor
Director
Secretary
December 18, 2013December 18, 2013 "b
MEMORANDUM:
D.C.M.
TO:
Kevin Hart
DEC 2 3 209
Division of Coastal Management
Y ARO
FROM:
Doug Huggett
Y
Major Permits Processing Coordinator
SUBJECT:
CAMA/DREDGE & FILL Permit Application Review
Applicant: Craven County
Project Location: . Craven County, adjacent the Neuse River, at the end of Manners Beach Rd.,
off of NC Hcsy 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 of viewpoint on the proposedproject and return this form by
January 7, 2014. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Exi. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
'wY
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.
SIGNED. DATE 1/9/1'3 .
�a>
400 Commerce Ave., Morehead Clty, NC 28557
Phone: 252. W28081FAX [phone] lhternet:ftvmccoastalm.anagementnet
An Equal 6prmdon1t 1AffumaU"AcGon Employer

NClDE INR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water -Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
January 8, 2014
DWR # 14-0005
Craven County
CERTIFIED MAIL: 7012 2210 0002 4887 4381
RETURN RECEIPT REQUESTED
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
Subject: REQUEST FOR ADDITIONAL INFORMATION
Craven County Potable Water Supply and Treatment Facilities
.:K%
Dear Mr. Hanes:
On December 20, 2013, the Division of Water Resources (Division) received your application dated
December 18, 2013, requesting a 401 Water Quality Certification and Buffer Authorization from the
Division for the subject project. The Division has determined that your application is Incomplete and
cannot be processed. The application Is on -hold until all of the following information Is received:
1. Per 15A NCAC 02B .0233, buffer mitigation is required for the proposed buffer impacts
associated with access road depicted in Inset "A" of Figure WI-21. Please submit a mitigation
plan detailing how the proposed buffer Impact for Zone 1 and/or Zone 2 will be mitigated. If
you choose to pay into a mitigation bank for the required mitigation, please provide an
acceptance letter from the mitigation bank demonstrating they have the available mitigation
credits.
2. Per the requirements of 15A NCAC 02B .0233, please provide a detailed stormwater
management plan for the access road depicted in Inset "A" of Figure WI-21 that demonstrates
that nutrient removal and total suspended solids requirements are met prior to entering
proposed new storm drain.
Pursuant to 15A NCAC 02B [Neuse] .0233, the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Diivision will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval, Including a complete application package and the appropriate fee.
Water Quality Regional Operations section
d43 Washirgton Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX [phone]
.Internet www rimieront
An Equal Opporlunity lAfimiallm Action Employer

PC1°IIR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrary Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
January 8, 2014
D W R # 14-0005
Craven County
CERTIFIED MAIL: 7012 2210 0oo2 4887 4381
RETURN RECEIPT REQUESTED
Craven County
Attn: Mr. Rusty Hanes
2830 Neuse Boulevard
New Bern, NC 28562
Subject: - REQUEST FOR ADDITIONAL INFORMATION
. Craven County Potable Water Supply and Treatment Facilities
VK�
Dear Mr. Hanes:
On December 20, 2013, the Division of Water Resources (Division) received your application dated
December 18, 2013, requesting a 401 Water Quality Certification and Buffer Authorization from the
Division for the subject project, The Division has determined that your application is incomplete and
cannot be processed, The application is on -hold until all of the following Information Is received:
1. Per 15A NCAC 02B .0233, buffer mitigation is required, for the proposed buffer impacts
associated with access road depicted in Inset "A" of Figure WI-21. Please submit a mitigation
plan detailing how the proposed buffer Impact for Zone 1 and/or Zone 2 will be mitigated. If
you choose to pay into a mitigation bank for the required mitigation, please provide an
acceptance letter from the mitigation bank demonstrating they have the available mitigation
credits.
2. Per the requirements of 15A NCAC 02B .0233, please provide a detailed stormwater
management plan for the access road depicted in Inset "A" of Figure WI-21 that demonstrates
that nutrient removal and total suspended solids requirements are met prior to entering
proposed new storm drain.
Pursuant to 15A NCAC 02B [Neuse] .0233, the applicant shall furnish all of the above requested
information, forthe proper consideration of the application. If all of the requested information is not
received in writing within 30 calendar days of receipt of this letter, the Division will be unable to
approve the application and it will be returned. The return of this project will necessitate reapplication
to the Division for approval, including a complete application package and the appropriate fee.
Water quality Regional Operations Section
1143 Washington Square Mall, Washington, North Carolina 27889
Kos:
.Internet wymflmterorri
An Equel OppMunity lAlPomalive Action Empfoyer

Craven County
Attn: Mr. Rusty Hanes
DWR # 14-0005
Request for Additional Information
Page 2 of 2
Please respond in writing within 30 calendar days of receipt of this letter by three sending copies of all
of the above requested information to the 401 & Buffer Permitting Unit, 1650 Mail Service Center,
Raleigh, NC 27699-1650.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act and
Neuse River Riparian Buffer Rules for this activity and any work done within waters of the state may be a
violation of North Carolina General Statutes and Administrative Code.
Please contact Anthony Scarbraugh at 2S2-948-3924 or [e-mail] if you have
any questions or concerns.
Sincerely,
David Ma P.f����
Y,
Regional Supervisor
Washington Regional Office
cc: Kim William, Land Management Group, Inc. (via email)
Josh Pelletier, USACE Washington Regulatory Field Office
Doug Huggett, DCM Morehead City
Brad Connell, DCM Morehead City
Pat McClain, DELMR WaRO
DWR WaRO 401 files
Jennifer Burdette, DWR 401 & Buffer Permitting Unit

Govoni, Daniel
From: Connell, Brad
Sent: Thursday, January 09, 2014 12:46 PM
To: Howell, Jonathan; Govoni, Daniel; Huggett, Doug
Subject: FW: Craven County Potable Water Supply & Treatment Facilities
Importance: High
FYI
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
Peace be with you.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Scarbraugh, Anthony
Sent: Wednesday, January 08, 2014 12:53 PM
To: Connell, Brad
Subject: FW: Craven County Potable Water Supply & Treatment Facilities
Brad,
After discussing the project with USACOE, the impacts outside the AEC will be addressed within the CAMA Major
Permit. Therefore in order to address a few pending issues this Office will place the project on hold until the additional
information is received.
Anthony
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina. Department of Environment and Natural Resources
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statue or other regulation.
From: Scarbraugh, Anthony
Sent: Wednesday, January 08, 2014 10:26 AM
To: Kim Williams (kwilliams(allmgroup.net)
Subject: Craven County Potable Water Supply & Treatment Facilities
Kim,

Per our conversation, this Office will need clarification on the following issues prior to processing the CAMA Major
Application:
1. Figure WI-21 denotes 68 square feet of impacts to Zone 1 and 227 square feet of impacts to Zone 2 of the Neuse
River Riparian Buffer. In accordance with the Table of Uses, "Road impacts other than crossing of stream and
other surface waters subject to this Rule" are allowable with mitigation. Please provide documentation that the
compensatory mitigation requirements associated with proposed impacts has been satisfied. In addition, please
provide information that adequate stormwater treatment has been provided to satisfy 15A NCAC 02B .0233
prior to the new discharge.
A hold letter will issued within the next few days. If you have any questions or concerns, please feel free to contact me.
Best Regards,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environment and Natural Resources
Division of Water Resources— Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
[phone]
.**+.**rr**+r*•r•r*+���*r�rra***r*s***r***e*****ors*s•r*•*«r«*«**+**s**+*►*•
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statue or other regulation.
+«**+*t**r**r*s•r•r*******r******************r•rr•**e*s•r*�*s*•s**s�:s*:**►s

.........:....
MD
NR.
..North Carolina Department of env roninent and Natural Resources
DiVleion of Coastal Management
Pat McCrory . Brimon b, Davis John E. Uvarla, III
dovemor : 1 Director Secretary
Dec
ember RECEIVED
MEMORANDUM:
- _......._ .......: _:_._.,:_:...._.. ,- ._..___.._:.............,,_.........:.:..........___:..., DEC ...2-3_.2013-.._ . .._:._,_......._::_:.
TO: braggtt .
colt Vinson
Division of Water Resources
Doug Huggett a
Major Permits Processing Coordinator
SUBJECT: CAMA/DRIDGE & FILL Permit Application Review
Applicant: Craven County
Project Location: Craven County, adjacent the Neuse River, at the end of Flanners Beach'Rd.,
Off of NC Hwy 70, near Stately Pines.
ProposedProject: Proposes to construct awater treatmentplant, 8 raw water production wells,
water transmission lines, ands concentrate line that' willdischarge.into the
Neuse River via a proposed diffuser offshore for public use. '
Plea. &'ihdioate below your agency's position or viewpoint on the proposed project and return this form by .
January::7;,2014. If you have any questions regarding the proposedprojeot, please. contact Brad Connell,
.Perinit officer at [phone].. Ext. 214. When appropriate, in-depth comments.4ith supporting data is
requested...:. .
REP.LY'c This agency has .no objection to the project as proposed.
This agency.bas no comment on the proposed project.
This . a en a roves of .the project only if the recommended .than es .are
g y.. Pp . p J y g
incorpoYated. See attached.
This agericy.objects; to the project for.reasons described in the attached comments..
k

1 Ty
North Carolina
Department of Administration
Pat McCrory, Governor
Bill Daughtridge, Jr., Secretary
To: Doug Huggett
Major Permits Processing
From: Joy Waym"
Real Property
Re: CAMA /DREDGE,& I
Applicant Craven Cow
Water Treatment Plant
January 2, 2014
Permit Application Review
State Property Office
rJA
RECFJVBD
N 0 6 2014
DCM-YO CITY
Reply: The project facilities that enter the State-owned bottom shall require a subaqueous
easement from the State (i.e. discharge line & diffuser offshore).
Mailing Address:
1321 Mail Service Center
Raleigh, N.C. 27699-1321
Telephone [phone]
Fax [phone]
State Courier #52-71-78
Location:
116 West Jones Street
Raleigh, North Carolina
An Equal Opportunity / Affirmative Action Employer
Web: http://w .ncspo.org

AMA
iTU6ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
�t
`h December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
Pxcmvm
to JAN 0 62014 RECEIVED
t`r
DCM-MHDCtTTi IDEC 2 0 2013
DOA
STATE PROPERTY
Tim Walton OFFICE
State Property Office
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Craven County
John E.
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 regarding 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
400 Commerce
Phone: 252-801
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
Y
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 commP ts.
kAkADATE
i57
Intemet: www.n Mstaraaernentnet
An

DG
NCDENR
North Carolina Department of Environment and
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
Natural Resources
John E. Skvarla, III
Secretary
December 31, 2013
MEMORANDUM: RECEIVED
To: Doug Huggett JAN Q 8 Z014
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue DCMMH my
Morehead City, NC 28557
From: David Tuten, Environmental Engineer, PWSS/WaRO
Subject: CAMA/DREDGE & FILL Permit Application Review
Applicant: Craven County
Project Location: Craven County, adjacent the Neuse River, at the end of Flanners Beach Rd., off of
NC Hwy 70, near State Pines.
Proposed Project: Proposed 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.
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached comments.
Comments:
• Engineers and Contractors should be aware of utility location within the project area. Please contact the
local water utility to assist with the location of existing water mains in or near the project area.
• Plans and Specifications for construction, expansion, or alteration of a public water system must be
approved by the Division of Water Resources/Public Water Supply section prior to the award of a contract
or the initiation of construction as per 15A NCAC 18C .0300 et. seq. Plans and Specifications should be
submitted to 1634 Mail Service Center, Raleigh, North Carolina 27699-1634. All Public water supply
systems must comply with state and federal drinking water monitoring requirements. For more information,
contact the Public Water Supply Section, [phone].
SIGNED DATE I_ a 131
Public Water Supply Section — Jessica C Godreau, P.E , BCEE, Chief
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.ncwater.org/pwsl
An Equal opportunity 1 Affirmative Action Employer

Pat McCrory
Governor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
6A
I�CDEE R
North Carolina Department of Environment and
Division of Coastal Management
Braxton C. Davis
Director
Lee Padrick
Division of Community Assistance
Doug Huggett
Major Permits Processing Coordinator
OG
Natural Resources
CAMA/DREDGE & FILL Permit Application Review
Craven County
RECEIVED
JAN 0 2 2014
DCM-M MCny
John E. Skvarla, III
Secretary
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.
w
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 regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: T14,6gency has no objection to the project as proposed.
L his 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.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

121
Pat McCrory
Governor
December 18, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
.��
RZ45"EEIR
North Carolina Department of Environment ana`Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
2 0 2013 II II
John E. Skvarla, III
Secretary
Snelltish Sanitation 5 9ecreatioe
Water Quality Section
RECEIVED
Patti Fowler JAN 0 3 2014
Shellfish Sanitation
DCM-M crry
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Craven County
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 propose,Ii project and return this form by
January 7, 2014. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
XThis 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.
SIGNED avL �r P"}" 6�U DATE 1,),J 30 / l3
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.n000astaimanagement.net
An Equal Opportunlly 1Atfl`mativa Action Employer

LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants
November 6, 2013
TO: Charles and Amanda Oakley (easement landowner)
PO Box 1009
Havelock, NC 28532
RE: Craven County Potable Water Supply and Treatment Facilities
CAMA Major Permit Application
Dear Mr. and Mrs. Oakley:
This letter serves to notify you that Craven County will be submitting a CAMA Major Permit
application 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. As an adjacent
riparian property owner to the project (easement landowner), you are required by the permit
application process to be notified.
A copy of the CAMA permit application (narrative, application fors, and figures) as it has been
submitted to NC DCM is enclosed. If you have no objections to the project, you can return the
enclosed form to Mr. Brad Connell, NC DCM, 400 Commerce Avenue, Morehead City, NC 28557.
Any objections can also be directed to Mr. Brad Connell at the same address. No comment within
30-days of receipt of this package indicates no objection. I am happy to answer any questions you
may have regarding the enclosed materials and can be reached at 910-452-0001.
Sin rely,
Kim Williams
Environmental Scientist
Land Management Group, Inc. (agent)
RECEIVED
Cc: Brad Connell NOV 13 2013
Encl.
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

AkAMG
LAND MANAGEMENT GROUP arc.
Environmental Consultants
November 6, 2013
TO: Keith and Angela Pamell
933 Stately Pines Road
New Bern, NC 28560
RE: Craven County Potable Water Supply and Treatment Facilities
CAMA Major Permit Application
Dear Mr. and Mrs. Parnell:
This letter serves to notify you that Craven County will be submitting a CAMA Major Permit
application 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. As an adjacent
riparian property owner to the project, you are required by the permit application process to be
notified.
A copy of the CAMA permit application (narrative, application forms, and figures) as it has been
submitted to NC DCM is enclosed. If you have no objections to the project, you can return the
enclosed form to Mr. Brad Connell, NC DCM, 400 Commerce Avenue, Morehead City, NC 28557.
Any objections can also be directed to Mr. Brad Connell at the same address. No comment within
30-days of receipt of this package indicates no objection. I am happy to answer any questions you
may have regarding the enclosed materials and can be reached at 910-452-0001.
Sint
Kim Williams
Environmental Scientist
Land Management Group, Inc. (agent)
RECEIVED
Cc: Brad Connell
NOV 13 2013
Encl.
DCM-MHD CITY
www.imgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, PIC 28403

AkAMG
LAND MANAGEMENT GROUP aic.
Environmental Consultants
November 6, 2013
TO: North Carolina Coastal Land Trust
131 Racine Drive, Suite 101
Wilmington, NC 28403
RE: Craven County Potable Water Supply and Treatment Facilities
CAMA Major Permit Application
Dear Sir/Madam:
This letter serves to notify you that Craven County will be submitting a CAMA Major Permit
application 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. As an adjacent
riparian property owner to the project, you are required by the permit application process to be
notified.
A copy of the CAMA permit application (narrative, application forms, and figures) as it has been
submitted to NC DCM is enclosed. If you have no objections to the project, you can return the
enclosed form to Mr. Brad Connell, NC DCM, 400 Commerce Avenue, Morehead City, NC 28557.
Any objections can also be directed to Mr. Brad Connell at the same address. No comment within
30-days of receipt of this package indicates no objection. I am happy to answer any questions you
may have regarding the enclosed materials and can be reached at 910452-0001.
Sin rely, , v _
Kim Williams
Environmental Scientist
Land Management Group, Inc. (agent)
RECEIVED
Cc: Brad Connell
NIN i 3 Z013
Encl.
DCM-MHDCTfy
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date o 7/3
Name of Property Owner Applying for Permit:
Craven County c/o Roy Hayes, Superintendent
Mailing Address:
2830 Neuse Boulevard
New Bern, NC 28562
I certify that I have authorized (agent)
Land Management Group, Inc.
to act on my
behalf, for the propose of applying for and obtaining all CAMA Permits necessary to
Install or construct (activity) _ Craven County Potable Water Supply & Treatment Facilities Project _j
at (my property located at) in Craven County along Highway 70; Stately Pines Road; Flanners Beach Road;.
Lewis Farms Roa'01d Mill Road
This certification is valid thru (date)
Property Owner Signature
7113
RECEIVED
a
NOV 13 2013
DCM-MHDCITY

Appendix B. Additional Civil Site Plan Maps
RECEIVED
NOV 13 2013
DCM-MHDCITY

Appendix C. Deed and Easement Information
RECEIVED
NOV 13 1013
DCh.{ MHD Crry

Image to: G00(xlLOU4VWtl Ivpe: u
Recorded: 10/04/2011 at 10:52:18 AM
Fee ant: $26.00 Page 1 of 4
Revenue Tax: $0.00
Workflow# 0000056886-0001
Graven, Nc
Shard 8. Richard Register of Deeds
eK3030 PG335
PREPARED BY AND RETURN TO: Howard, Stallings, From & Hutson, P.A., P.O. Box 975, New Penn, NC 28563
NORTH CAROLINA
CRAVEN COUNTY
PARCEL. ID #6-214-020(portion)
REVENUE STAWS: S.0-
THIS DEED OF CORRECTION made and entered into this the otd_ day of
-*Am , 2011, by and between EDWARD B. ELLIS, JR. and wife, VERONICA J. ELLIS,
whose address is: 2175 Judge Fran Jamieson Way, Suite 202, Viera, FL 32940, parties of the first
of
-TO-
CRAVEN COUNTY, a body politic and corporate, existing under and by virtue of the laws
of the State of North Carolina, whose address is: 406 Craven Street, New Bern, NC 28560, party of
the second part;
WITNESSETH:
WHEREAS, a deed from Grantor to Grantee was recorded September 13, 2011 in Book
3025, Page 538, Craven County Registry; and,
WHEREAS, the parties hereto have determined that an inadvertent error was made in the
description of the real property in that it did not reference the amended plat recorded in Plat Cabinet
H, Slide 195-E; and, it omitted a more detailed description of the 20" Access Easement as shown
on the amended plat.
Howard, Stallings, From & Hutson,
PO Box 975
New Der", NC 28529
RECEIVED
NOV 13 2013
DCM-MHD C1TY

NOW, THEREFORE, the parties of the first part make and enter into this Deed of
Correction in order to make the indicated corrections in the real property description and to provide
clarification as to easements to which the property is subject as follows:
That said parties of the fast part in oonsideration of the sum of ONE HUNDRED AND
N0/100 ($100.00) DOLLARS and other good and valuable considerations to said parties paid by
said party of the second part, the receipt of which is hereby acknowledged, have bargained and sold,
and by these presents do grant, bargain, sell, and convey to said party of the second part, its
successors and assigns, a certain tract or parcel of land, lying and being situate in Number Six (6)
Township, Craven County, North Carolina, and being more particularly described in Exhibit A
incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and
appurtenances thereto belonging to the said party of the second part, its successors and assigns, in
fee simple, to its only use and behoof forever.
And the said parties of the fast part for themselves and their heirs and assigns, covenant
with the said parry of the second part, its successors and assigns, that they are seized of said
premises in fee and have the right to convey in fee simple; that the same is free and clear from all
encumbrances except as above set out or as provided on Exhibit A affixed hereto and incorporated
herein by reference; and that they hereby forever warrant and will forever defend the title to the
same against the claims of all persons whomsoever.
Howard, Staaiags, From & Hui
FO Box 975
New Rem. NC 28529
100111111111011
Imapa ro: 000002004099 o1Pez CRP
Page 2BK3030 Pa336
RECEIVED
NOV 13 2013
DCM?dDCrM

to be executed in such form as to be binding, this the day and year first_Above written.
STATE OF rt021 L)A -
COUNTY OF 9 rWGC
I certify that the following person(s) personally
acknowledging to me that he or she voluntarily signed the
stated therein and in the capacity indicated: EDWARD B.
ELLIS.
, R PUBLIC
o pFF , Notary Public
Notary's typed or printed name
My Cc m 1ss on Expires:
G 7 0l
Date: ! O
Pry '^'efii BRIAN R. GROPPE
Notary Public - State of Florida
^� My Comm. Expires Jun 14. 2GI4
at �.q;.•' Commission N OD 991907
(Official Seal)
1.1
J.
appeared before me this day, each
foregoing document for the purpose
ELLIS, JR. and wife, VERONICA J.
Howard, Stallinp, From & Hutson,
PO Boa 975
New Bern, NC 28529
I411MNI IN MINIM111114
Image ID: 000W2004100 TYPO: CRP
Pane 3 of 4
BN3030 PG337
RECEIVED
NOV 13 2013
DCM-MHD CPPy

DEED/ELLIS TO CRAVEN COUNTY
All that certain tract or parcel of land lying and being situate in Number Six (6) Township, Craven
County, North Carolina, and being more particularly described as follows:
Being all that certain tract or parcel of land as shown and delineated on a map prepared by Robert
H. Davis, PLS, dated August 23, 2011, entitled "Survey for Craven County Water Treatment Plant
Site", said map being recorded in Plat Cabinet H, Slide 194-E, and amended at Plat Cabinet H,
Slide 195-E, in the office of the Register of Deeds of Craven County, reference to said map being
hereby made for a more perfect description of said property (the "County Map"). Said parcel
consists of 10.199 acres, more or less.
This conveyance is made together with a perpetual, nonexclusive easement sixty feet (60') in width
for the purposes of ingress, regress, egress, and installation and maintenance of utilities, and
drainage, from Lewis Farm Road to the above -described tract as more particularly shown on the
County Map, and designated therein as "Proposed Enlargement of 20' Access Easement to 60'
Utility dt Access Easement."
This conveyance is made SUBJECT TO restrictive covenants, rights of way, and easements of
record, including without limitation utility easements to Progress Energy, and those easements
shown on those certain maps at Plat Cabinet F, Slides 198-D and 166-B, in the office of the
Register of Deeds of Craven County. Craven County is not hereby granted any rights to relocation
of such easements or any other rights pursuant to that certain Release of Easement Agreement dated
October 27, 2005, and recorded at Book 2373, Page 439, and amended at Book 3025, Page 515,
Craven County Registry, which rights are retained by parties of the first part.
AND FURTHER SUBJECT TO a perpetual, nonexclusive easement of 10 feet in width, adjacent to
a portion of the easement designated as Ray Drive, for access, regress, egress and installation and
maintenance of utilities which easement is hereby retained by parties of the first part, and their heirs
and assigns, as shown on that certain map recorded at Plat Cabinet H, Slide 194-E, as amended at
Plat Cabinet H, Slide 195-E, in the office of the Register of Deeds of Craven County, and
designated therein as "10' Additional Access Easement"; and that certain easement of 20 feet in
width for access, regress, egress and installation and maintenance of utilities, as shown on that
certain map recorded at Plat Cabinet H, Slide 194-E, as amended at Plat Cabinet H, Slide 1957E, in
the office of the Register of Deeds of Craven County, and designated therein as "20' Access
lull M1 Bill 111111111
Image 10: 000002004101 Type: CRP
Pepe 4 of 4
BK3030Po338
Howard, Stallings, Froze A, Huboa, P.A.
PO Bo: 975
New Bera, NC 28529
RECEIVED
NOV 13 2013
DCM-MffD CITY

LF-1
Craven. N'
sherd 8. rnchard Register of Deeds
SK3051 PG20
PREPARED BY AND RB'fHlttt Howmed, Melllnv. From & Hatsm, P,A., P.O. Box 975, New Bern, NC 28563
NORTH CAROLINA t ' ' PARcEL iD # -214- 2 'one
mrell, SBggg, Han, PA Carmichael,
HicksREVENUE STAMPS: S eo
, &
CRAVEN COUNTY 416 Pollock Street
New Bern, NC 28560
THIS DEED made and entered into this the 0 day of &—C�• , 2011, by and
between EDWARD B. ELLIS, JR. and wife, VERONICA J. ELLIS, whose address is: 2175 Judge
Fran Jamieson Way, Suite 202, Viers, FL 32940, parties of the first part;
-TO-
CRAVEN COUNTY, a body politic and corporate, existing under and by virtue of the laws
of the State of North Carolina, whose address is: 406 Craven Street, New Bern, NC 28560, party of
the second part;
WITNESSETH:
That said parties of the first part in consideration of the sum of ONE HUNDRED AND
NO1100 ($100.00) DOLLARS and other good and valuable considerations to said parties paid by
said party of the second part, the receipt of which is hereby acknowledged, have bargained and sold,
and by these presents do grant, bargam, sell, and convey to said party of the second part, its
successors and assigns, a certain tract or parcel of land, lying and being situate in Number Six (6)
Township, Craven County, North Carolina, and being more particularly described in Exhibit A
incorporated herein by reference.
Howard, Stallings, From & Hutson, P.A.
PO Box 975
New Bern, NC 28529
RECEIVED
NOV 13 2013
DCM-MHD CITY

•v ..ra ,.. .v �v av a.v.�.. uw .uvawuna sawn va vauwa va ,tuna, wau w Ina •aact,rw was
appurtenances thereto belonging to the said party of the second part, its successors and assigns, in
fee simple, to its only use and behoof forever.
And the said patties of the first part for themselves and their heirs and assigns, covenant
with the said party of the second pert, its successors and assigns, that they are seized of said
premises in fee and have the right to convey in fee simple; that the same is free and clear from all
encumbrances except as above set out or as provided on Exhibit A affixed hereto and incorporated
herein by reference; and that they hereby forever warrant and will forever defend the title to the
same against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said parties of the first part have caused this instrument
to be executed in such forth as to be binding, this the day and year first above written.
STATE OF Q�
COUNTY OF
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: EDWARD B ELLIS9-�U-
JRand wife, VERONICA J.
!
ELLIS, f
Date: 5 / ),<)/
CSovA-,
Notary Public
...� _ ..
�, rwtr Notary's typed or printed Hama
rh c«r. eyau t� mu My Commissio�nExpi
....M,rm.rmar.rrrrr� 1L6o y
' (Official Sea]) 011111 1111 11 1111
Howard,SUWAV,From&no6on,P.A. Imago ID: 000O02ePage22 OCRP ofo3
PO BOX 975
Now Bem, KC 2=9 13K3051 PG2 i
RECEIVED
Nnv 13 2013

IV Lr,C.U/tlLLI5 IV UKA VY.N l.'VUNI Y
All that certain tract or parcel of land lying and being situate in Number Six (6) Township, Craven
County, North Carolina, and being more particularly described as follows:
Being all that certain tract or parcel of land as shown and delineated on a reap prepared by Robert
H. Davis, PLS, dated December 8, 2011, entitled "Survey for Craven County Well Site", said map
being recorded in Plat Cabinet H, Slide 199-B, Craven County Registry, reference to said map being
hereby made for a more perfect description of said property (the "Well Site). Said parcel consists
of 1.220 acres, more or less.
Howard, Stallings, From & Hutson. P.A.
PO Box 975
New Bern, NC 28529
111111 Mil N���Itl�I�II�A���AII A�II������ 1�1
Image I0: 000002041533 Type: CRP
G i F� P
P]age 3 at 3
BK3OJ 1 PG22
RECEIVED
" 13 2013
t.I

(Page 5 of 5)
a
STATE OF A"ay N1
COUNTY OF 6/0a\n)J-j—
I, /' f . LI "ex., , a Notary Public in
d and for said county and state, do hereby certify that ANTHONY M.
OBYRNE and V%FffERTM8 WOLF BYRNE, either being personally known to
N 4ay.
me or proven by satisfactory evidence (said evidence being
), personally appeared before me
this day, and acknowledged the voluntary due execution of the
foregoing instrument by them for the purposes stated therein.
witness my hand and notarial seal/stamp, this theek
day of -c�EbRua..1 , 2013.
My commissi
"a"a . �uc
Notary PublidRc'
VI
1'aepued by HOLLOWELL & HOILOWELL
Attomeyf at Law RECMM
Baybom, North Cambay 28515
NOV 13 2013
Bank: 577 Pepe: 726 Pegs d 5
CIIrk: 577 Page: 726 Seq: 5

�1��Si�� 5�•2, s�•3
unnesnneanu Waexorn�w.rww�a■u�sasri
Imape In: 000002134546 Type: CRP
Recorded: 07/18/2022 at 03:36:56 Ph
Fee Amt: $870.00 Pape 1 of 3
Revenue Tax: $860.00
Workflow# OOOOD74009-0002
Oravm, NO
shsrri e. Richard Register of Deeds
SK3109 Pa521
The property referenced herein does not include the primary residence of the grantor shown below.
TIIE GRANTOR AND THE GRANTEE CONFIRM Parcel Identifier NO.: p/o 6-207-056, 6-213-178 and 6-213-
7HE EXCISE TAX IS $851.00. 189
Prepared by aadiWnm='-: Parker Poe Adams & Bernstein LLP (DTD), PO Box 389, Raleigh, NC 27602
NORTII CAROLINA GENERAL WARRANTY DEED
Brief Description for the Index: N6 Township
this
GRANTOR
KERN COMPANY, INC.,
a Maryland corporation
I1101 Tara Road
Potomac MD 20854
and
GRANTEE
CRAVEN COUNTY,
a body politic and corporate of the State of North Carolina
406 Craven Street
New Bern, NC 28560
Enter in appropriate block for each party: name, address and, if appropriate, character of entity, e.g., corporation or
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and
assigns and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
simple all of Grantor's right, title and interest in that certain lot or parcel of land situated in N 6 Township, Craven
County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein.
Page I or3
PPAR 1978189v1
v Sumrell, Sugg, Carmichael,
Hicks, 6 Hart, PA
416 Pollock Street
New Bern, NC 28560
NOV 13 2013
DCbr-MHDC17y

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple forever.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the
right to convey the premises in fee simple, that title is marketable and free and clear of all encumbrances, and that
Grantor will warrant and defend the title against the lawful claims of all persons whomsoever except for the
exceptions hereinafter stated.
Title to the property hercinabove described is conveyed free and clear of all liens, defects and
encumbrances, except for the following exceptions:
I . Ad valorem property taxes for 2012 and subsequent years, not yet due and payable.
2. All easements, restrictions, covenants and rights of ways and other matters of record, if any.
3. All matters that would be revealed by a current and accurate survey of the property and the
improvements thereon.
IN WITNESS WHEREOF, the Grantor has signed this Deed under seal as of the day and year first
above written.
SIR RAN P 1 `llk01 1
,,,qe ID: 000002134547 I: CRP
Pape 2 of 3
8K3109 Pu522
STATE, OF M A R Y LAN D
COUNTYOF,i' ftq nc(n I- tIl
j—
GRANTOR:
KERN COMPANY, INC.,
a Md corporon
By: I (SEALS
Paul B. Kern, Jr., President
1 certify that Paul B. Kern, Jr., personally appeared before me this day and acknowledged that he is the
President of KERN COMPANY, INC., a Maryland corporation, and that he, in such capacity, being authorized
to do so, voluntarily signed the foregoing on behalf of the company for the purposes stated therein.
14
Datc: July IO , 2012 By:
" FA7THEW E KRIVONAK Print Name: 0tAkKQ 9(i�ona
TARY PUBLIC Notary Public
MERYCOUNTY
OR D My Commission Expires: .5 +9..?C1JC
runt-�' h ••'�•
a{*Y19.1�'-��
410, RY GGJ
Page 2 of 3
ITAe 1978189vI
' n t
NOV 13 2013
DM-MHDCITY

EXHIIIIT A
Legal Description
All of those certain tracts or parcels of land lying and being situate in Number Six (6) Township, Craven County,
North Carolina, and being more particularly described as follows:
Being all of those parcels designated as "Well Site Flanners Beach 2", "Well Site Flanners Beach 3", "Well Site
Flanners Beach 4", "Well Site Flanners Beach 5", "Well Site Stately Pines 2" and "Well Site Stately Pines 3", as
same are set forth and delineated on that certain plat entitled FINAL PLAT, CRAVEN COUNTY WELL
SITES, prepared by Robert H. Davis, PLS, said plat recorded in Plat Cabinet :5 _, Slides I D
Deed Book , Pages in the Office of the Register of Deeds of Craven County.
MINOR 11111110
Inage ID: 000002134648 Type: CRP
Page 3 o1 3
9K3109 P(1523
Page 3 of 3
PPAR 1978184vI +! RECEIVED
NOV 13 2013
DCM.MHD CITY

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7In EYOASn"A A70 PLANNERS
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(Page ,1L of �13•)
5( --L
1.119 to: 000002140440 hue: IXW
aatoraad: Oe/T)/2012 aT Oa Ws:32 M
r4y X 7'VW" Paae 1 of 3
Revenue rax: N00000e.po
4otkllaW' rapa 0001
cravat, 11C
9h4rrl B. Rlcherd RlPietar of caeca
4118-279
NORTH CAROLINA
CRAVEN COUNTY
Tax Partel a 6--213-13-019
Revenue Stamps S 546.00
THIS DEED, made this 14 day of August, 2012, by and between MARY DAVIS
MCNEILL, M.D., unmarried, of Craven County, North Carolina, whose mailing address is
Grantor; to CRAVEN COUNTY,
a body politic and corporate, organized and wasting under and by virtue of the laws of the State of North
Carolina, whose mailing address is 406 Craven Street. New Bem, NC 29560 Grantee, is as follows:
WITNESSETH:
That the Grantor in consideration of the sum of TEN DOLLARS ($10.00) and other good and
valuable consideration to Grantor paid by the Grantee, the receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does bargain, sell. and convey unto the Grantee the following
described property which said property does not include the primary residence or the Grantor, to wit:
SEE EXHIBIT A ATTACHED HERETO AND
INCORPORATED HEREIN BV REFERENCE
TO HAVE AND TO HOLD the above described lot or parcel of land and all privileges and
apptntenancm thereunto belonging to the Grantee, in fee simple forever, subject to the herein mentioned
encumbrances, if any.
And the Grantor covenants to and with the Grantee that Grantor is seized of said premises in fee and
has the right to convey same in fee simple; that the same are frm film encumbrances except the herein
Prep+red by:
/SumreB, Sugg. Carmichael, Hick. and Han. P A.
Allumeys at tvw
416 Pollock Socet
New Bem Nonh Camima 28560
Z RECEIVED
Nov 13 2013
DCM MHDCfPy
Hook: 3118 Page: 279 Seq: 1

(P.qe : of 3).
mentioned encumbrances, if any, ad valorem taxes for the current year (prorated through the date of closing),
utility easements and unviulated restrictive covenants that do not materially affect the value of said premises
and such other encumbrances as may be assumed or specifically appmved by Grantee; and (lut Grantor will
warrant and defend the title to the same against the lawful claims of all persons whomsoever.
The designations Grantor and Grantee as used herein shall include said parties, their heirs, successors
and assigns. as the case may be, and shall include the singular. plural, masculine, feminine or neuter as
required by the context.
IN TESTIMONY WHEREOF. the Grantor has executed this instrument in such form as to be
binding, this the day and year first above written.
•fit— " acra[uy 7�w7' � EAL)
MARY DAVIS McNEILL.M.D.
NORTH CAROLINA
CRAVEN COUNTY
1, the undersigned Notary Public of the County of Craven and State of North Carolina certify that
Mary Davis McNeill. M.D. personally appeared before me this day and acknowledged the due execmion
of the foregoing instrument for the purposes therein expressed.
WITNESS my hand and notarial seal, this ill d v of Aug ,2111
t
My Commission Expires: NOTARY PUB
iiiii Iillillille�mill
IAIP> to: 000o02143441 TYPO: MP
Pape 2 of 3
3118-280
r�01 A,?
��io 'k COUN1_aO�p
NOTARY SEALISTAMP MUST
APPEAR LEGIBLY IN ABOVE BOX
RECE Yl,U
NOV 13 2013
DC!b1.PfnC1?ry
Book: 3118 Page: 279 Beg: 2

(Pape •I of 3 1
EXHIBIT A
All of that certain lot or parcel of land lying and being situate in Number SLR (6)
Townshap, Craven County, North Caroiina, and being more partienlarly described
as follows:
Being all of Lot Number Tmmntyeight (26) as same is shou-n and delineated oo
that certain map or plat entitled "PLAN OF BRIARCLIFF ESTATES AT STATELY
PINES" of record in the office of the Register of Deeds of Craven County, North
Carolina, m Plat Cabmel B, Slide 350 (formerly Staiely Pines, Section 2, recorded
in Plat Cabinet B, Slide 182) to -which said map or plat reference is hereby made
for a more particular description of said the aforesaid Lot Number Twenty-eight
(28).
This conveyance is made subject to those restrictive and protective covenants
recorded in Book 912, Page 728. in the office of the Register oo(ffdDv-eds of Cnvenni� �t
CrIB61y. IQf�I✓rT�3ij,+If51fil4YWil, fh'�1'➢t
Image to; pry,�.j?143442 TyoPape:
3118 Pa2813
RECEIVED
NOV 13 2013
DCM-MAD CITY
Book: 3118 Page: 279 sect: 3

.41111114 _IN
C SUMIISugg
Jimmie B. Hicks, Jr.
jhicks®ndswyers.cmn
October 31, 2013
Chris Windley
McKim & Creed
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
RE: Craven County Water System Project
Acquisition of Easements from Oakley's in Stately Pines Subdivision
Our File No. 11300.37
Dear Chris:
This letter is to provide you with an update as to the status of the acquisition of necessary
easements from Mr. and Mrs. Oakley in the above referenced matter.
At the present time, all surveying work is complete, and we have been in constant contact
with the City of New Bern and Mr. and Mrs. Oakley regarding this matter. Since the original Grantee
of the casements is the City of New Bern, we are working with the City so that it may acquire the
necessary new easements from Mr. and Mrs. Oakley. Once this has been done, the City of New Bern
will then grant Craven County the right to use these same easements.
We have prepared all necessary paperwork for the City of New Bern, Mr. and Mrs. Oakley,
and Craven County to accomplish this. However, due to certain statutory requirements, the City of
New Bern will need to first publish notice of its intent to acquire these easements in exchange for
surrendering the existing easements on the Oakley property. Once this requirement has been
satisfied, the documents may be executed.
It is my understanding that all three parties are in complete agreement as to the proposed new
easements, and that there are no other negotiations or outstanding issues. At this point, we simply
have to comply with the statutory requirements and timeline, but anticipate no problems. It is my
expectation that this can be completed no later than the end of November, 2013.
Please advise if you need anything further.
RECEIVED
Yours very truly, NOV 13 2013
DM -MAD C"
Jimmie . Hicks, Jr.
J 1 G PnlimS Slwet .m�uAl, Sugg, Hicks & 1 c,.:
P.O. Diawei 889
New Bcin. VC 28S43 „a,..v nrla,•w',c, ow

Chris Windley
October 31, 2013
Page 2
Enclosures
JBH/klb
Cc: Jack Veit, Craven County Manager
Rusty Hayes, Craven County Water Department
3MASERVER0USS&CS\00000011\00046402.000.DOM
RECEIVED
NOV 13 2013
Drag'.`-"DCITY

Appendix D. Modeling Analysis
NOV 13 2013
DC4! y!� Crry

Modeling Analysis of a Proposed
Nanofiltration Discharge
in the Neuse River Estuary
Prepared for
Craven County, North Carolina
Prepared by
N
TETRATECH
One Park Drive, Suite 200 • PO Box I4409
Research Triangle Park NC 27709
RECEIVED
September 26, 2013 NOV 13 Z013

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
Table of Contents
1 Introduction...................................................................................................................1
2 Technical Approach......................................................................................................2
2.1 Model Descriptions...........................................................................................................................2
2.1.1 EFDC.........................................................................................................................................3
2.1.2 Visual Plumes............................................................................................................................5
2.2 Scenario Development......................................................................................................................7
2.2.1 Outfall Configuration.................................................................................................................7
2.2.2 Effluent Water Quality .............................................................................................................10
2.2.3 UM3 Setup...............................................................................................................................10
2.3 Critical Period Selection..................................................................................................................11
2.4 Dilution Analysis.............................................................................................................................12
2.5 Sensitivity........................................................................................................................................ 12
3 Model Results.............................................................................................................13
3.1 Critical Period................................................................................................................................. 13
3.2 Sensitivity........................................................................................................................................ 15
4 Summary 16
5 References...................................................................................................................17
NOV 13 2013
lCaky, 81T,I11111406I
® TET"TECH

Modeling Analysis of a Proposed Nano(ltration Discharge
in the Neuse River Estuary
List of Tables
26, 2013
Table 1. EFDC Simulation Salinity (psu) Statistics, ModMon 100........................................... 5
Table 2. EFDC Simulation Water Temperature (deg C) Statistics, ModMon 100..................... 5
Table 3. Source Groundwater and Expected Effluent Water Quality Concentrations .............. 10
Table 4. UM3 Model Parameters.............................................................................................. 11
Table 5. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall
(Mar 2003).................................................................................................................. 13
Table 6. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall
(Nov 2001).................................................................................................................. 15
Table 7. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall
(Jul 2005).................................................................................................................... 15
Table 8. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall
(Jul 2002).................................................................................................................... 15
RECEIVED
NOV 13 2013
DCM-]14HD CITY
QTETR TECH

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
List of Figures
Figure 1. Proposed Outfall Location and EFDC Model Grid of Neuse River Estuary ................ I
Figure 2. Proposed Craven County Nanofiltration Outfall Design — Plan View ......................... 8
Figure 3.
Figure 4.
Figure 5.
Figure 6.
Proposed Craven County Nanofiltration Outfall Design — Details
W
EFDC Simulated Velocity and Salinity near the NF Proposed Outfall...................... l I
Effluent Chronic Dilution Versus Distance from the Proposed Outfall..................... 13
Plan View of Average Instantaneous Plume Dilution
® TEIMTECM
14
RECEMI)
NOV 13 2013
DCM-IV-M CITY
III

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
(This page left intentionally blank.)
RECEIVED
NOV 13 2013
DCM-v-D CITy
DTETMTECH

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
1 Introduction
Craven County (County) is pursuing a National Pollutant Discharge Elimination System (NPDES) permit
for a new discharge to the Neuse River Estuary (NRE) for effluent from a proposed nanofiltration (NF)
facility. The proposed NF water treatment facility is currently being planned in the vicinity of the
Carolina Pines Development, off US 70, just northwest of Havelock, NC (Figure 1). The treatment
process will result in an effluent or "concentrate" of naturally occurring iron, calcium, magnesium, silica,
carbonate, and organic matter commonly found in groundwater from the Castle-Hayne aquifer. The
County proposes to discharge the concentrate to the NRE through a submerged multi -port diffuser. The
purpose of this investigation is to support the NPDES application process by modeling the effect of the
proposed discharge on ambient water quality conditions in the NRE.
Granbboro
Ceawrr
Brkes
YYen
e.y
Pa . a...
Proposer) Oudah Location and EFDC Model Gnd of Neuse River Estuary o , a
Nibme�e�f ® Tf111A 1ECM
,w n_1%l SWFYn GNpre,_V fIG50165_FM (I I 2 G
MevV��b 03BIDtt.O.hWm�n � W.
Figure 1. Proposed Outfall Location and EFDC Model Grid of Neuse River Estuary
RECEIVED
NOV 13 2013
DC.V,,VE^J CP!'Y
DTETR TECH

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
2 Technical Approach
Simulating the influence of the proposed discharge on the NRE builds on previous modeling studies.
Tetra Tech helped EPA Region 4 (Wool et al, 2003) develop a hydrodynamic and water quality model of
the NRE using the Environmental Fluid Dynamics Code (EFDC) model (Hamrick, 1996) and Water
Quality Analysis Simulation Program (WASP; Ambrose et al., 1993, EPA, 2006). The model domain
extended from New Bern to the Pamlico Sound and the simulation period was 1998 through 2000. later,
Tetra Tech supported the United States Army Corps of Engineers — Wilmington District by taking the
same application, porting it to the latest versions of each EFDC and WASP, and extending the simulation
period through 2006 (Tetra Tech, 2008a). The updated model was later used to define ambient conditions
for an effluent mixing study commissioned by the City of Havelock (Havelock). In that effort, a finer
nested grid was also developed in combination with the embedded EFDC jet -plume subroutine to evaluate
a proposed submerged multi -port diffuser (Tetra Tech, 2008b). This study is focused on chronic dilution
levels and not algal or oxygen responses since the discharge does not contain elevated constituents which
would cause impacts on dissolved oxygen levels. Therefore, the Visual Plumes (VPlumes) model (Frick
et all, 2003) was selected for this objective, to be built on the NRE EFDC work as documented below.
Tetra Tech met with NCDENR Division of Water Quality (DWQ) staff on February 11, 2011 to discuss
the proposed discharge and modeling approach with agency representatives and to obtain additional input
for proceeding with the study. Prior to 2008, DWQ had typically addressed mixing zone determinations
using the CORMIX model. However, CORMIX has some limitations for applications to energetic
estuarine systems. CORMIX does not incorporate a simulation of tidal currents; rather, these need to be
specified by the user, requiring the application of a separate model to calculate the hydrodynamics of the
system. Additionally, CORMIX is proprietary and the publicly -available release version is quite limited —
useful routines and technical support requires substantial fees.
Since 2008, Tetra Tech has provided alternative, publicly available mixing zone modeling analyses
linking the three-dimensional (3-D) Environmental Fluid Dynamics Code (EFDC) model EFDC's
integrated "jet plume, code (JP-EFDC). Analyses were conducted and submitted to DWQ for two
separate discharges to the Cape Fear estuary and one in the Neuse River estuary. Importantly, as a true
hydrodynamic simulator, EFDC/JP-EFDC ability to generate accurate tidal currents offered significant
advantages over CORMIX in determining dilution at the edge of the mixing zone, in the far -field region,
and under a full range of environmental conditions.
Recent use and evaluation of the VPlumes model has produced even more flexibility than the jet plume
model, and therefore it was applied to this application. VPlumes is supported by the U.S. EPA Center for
Exposure Assessment Modeling (CEAM) Web site. The model has passed peer review and is now
disseminated broadly. VPlumes easily links with time -series, provides for configuration changes
efficiently, and supports improved near -field definition of mixing over JP-EFDC.
2.1 MODEL DESCRIPTIONS
The EFDC model was used to define the ambient conditions in the NRE with the plume behavior from
the proposed outfall quantified via VPlumes. The EFDC model is a hydrodynamic model which was
calibrated to the observed conditions in the NRE (Tetra Tech, 2008a). Under this application, the
VPlumes model uses the EFDC output to represent the ambient conditions in the NRE and estimates the
near field, intermediate, and far field behavior of the effluent plume.
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Modeling Analysis of a Proposed Nanofilfration Discharge
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2.1.1 EFDC
This study for Craven County focuses only on quantifying mixing (dilution) from the proposed discharge,
thus simulating the complex water quality dynamics directly through EFDC/WASP was not required.
However, the results of the previous EFDC model applications in the NRE were used to quantify the
ambient conditions in the vicinity of the proposed outfall.
Since the NRE EFDC model grid cell sizes are large relative to the expected area of influence from the
proposed discharge, interpretation of the intermediate field of the plume requires substantial
extrapolation. For the previous Havelock study, this was addressed through the use of a finer nested grid
combined with an intermediate field calculation to adequately understand the effluent plume. Moreover,
the Havelock discharge included assessing the oxygen and algal response along with consideration of a
nearby existing domestic waste outfall. The work for Craven County is concerned only with dilution for a
non -domestic waste effluent. Being able to avoid constructing a finer grid for EFDC in the vicinity of the
Craven County proposed discharge was determined to be more efficient, so VPlumes will be used for
plume evaluation. The EFDC model however, can provide the temperature, salinity, velocity and other
ambient conditions to drive VPlumes and maintain overall integrity of the modeling framework.
2.1.1.1 EFDC Background
EFDC is a state of -the -art hydrodynamic model that can be used to simulate aquatic systems in one, two,
or three dimensions. It has evolved over the past two decades to become a widely used and technically
defensible hydrodynamic model. EFDC uses stretched (sigma) vertical coordinates and Cartesian or
curvilinear, orthogonal horizontal coordinates to represent the physical characteristics of a waterbody. It
solves three-dimensional, vertically hydrostatic, free surface, turbulent averaged equations of motion for a
variable -density fluid. Dynamically -coupled transport equations for turbulent kinetic energy, turbulent
length scale, salinity, and temperature are also solved. The physics of the EFDC model and many aspects
of the computational scheme are equivalent to the widely used Blumberg -Mellor model and U.S. Army
Corps of Engineers' Chesapeake Bay model.
In addition to the far field transport and fate simulation capability incorporated into EFDC code's water
quality and toxic contaminant modules, the code includes a near field discharge dilution and mixing zone
module. The near field model is based on a Lagrangian buoyant jet and plume model (Frick, 1984; Lee
and Cheung, 1990) and allows representation of submerged single and multiple port diffusers and buoyant
surface jets. The near field model provides analysis capabilities similar to CORMIX (Jirka and Doneker,
1991; Jirka and Akar, 1991; Jirka et al 19%) while offering two distinct advantages. The first advantage
is that a more realistic representation of ambient current and stratification conditions, provided directly by
the EFDC hydrodynamic module, is incorporated into analysis. The second advantage is that multiple
discharges and multiple near field analysis times may be specified to account for varying ambient current
and stratification conditions. For example, the analysis of 10 discharges under 6 ambient conditions each
would require 60 executions of CORMIX, while the entire analysis of the 60 situations would be
produced in a single EFDC simulation. The Lagrangian jet -plume model has been extensively tested
against CORMIXI by Davidson and Pun (1998) who conclude that the two models provide quantitatively
similar predictions of mixing and dilution from single port discharges over a wide range of conditions.
The near field simulation may be executed in two modes, the first providing virtual source information for
representing the discharges in a standard EFDC far field transport and fate simulation. The second mode
directly couples the near field and far field transport modes, again using a virtual source formulation,
during simultaneous near and far field transport and fate simulations (Hamrick, 19%).
However, trial applications of EFDC in the Craven County case showed early termination of the plume
due to rapid dilution. The resulting gap between near -field dilution and far -field dilution was significant
and would require substantial interpolation to estimate dilution in the intermediate areas (e.g., 5, 10, 20,
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Modeling Analysis of a Proposed Nanoriltration Discharge
in the Neuse River Estuary September 26, 2013
50, 100 meter distances). Thus, only the primary EFDC hydrodynamic model was used for the Craven
County application, and only to generate forcing conditions as detailed below.
2.1.1.2 EFDC Calibration
The NRE EFDC model was calibrated throughout the modeled area. A detailed description of model
calibration is presented in EPA (2001) and Wool et al. (2003). The Neuse River Estuary Modeling and
Monitoring Project (ModMon) operated by the University of North Carolina maintains a series of
monitoring stations located throughout the NRE. One of those stations, ModMon Station 100, (Figure 1)
is approximately 3.5 miles from the proposed discharge. The model performance at that station is
presented to provide context to the predicted ambient conditions.
The predicted salinity and temperature were calibrated and validated against data collected in the bottom
and surface waters. During both the calibration and validation periods, the model predicted a slightly
fresher water column than observed (Table 1) and slightly overpredicted water column temperatures in
the calibration and validation periods and underpredicted bottom waters in the calibration period
(Table 2). The mean modeled top and bottom salinities were typically within 25 percent of the mean
observed concentrations (a difference of only 2 to 3 psu).
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Modeling Analysis of a Proposed Nanof tration Discharge
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Table 1. EFDC Simulation Salinity (psu) Statistics, ModMon 100
ModMon 100 Bottom
ModMon 100 Surface
Statistic
Calibration
1998 - 2000
Validation
2001 - 2006
Calibration
1998 - 2000
Validation
2001 - 2006
Mean Predicted
6.4
9.4
4.2
5.5
Mean Observed
8.4
12.1
5.2
7.6
Standard Deviation Predicted
5.4
5.2
4.0
4.4
Standard Deviation Observed
5.1
4.8
4.0
4.7
Mean Error (ME)
2.0
2.7
1.0
2.1
Table 2. EFDC Simulation Water Temperature (deg C) Statistics, ModMon 100
ModMon 100 Bottom
ModMon 100 Surface
Statistic
Calibration
1998 - 2000
Validation
2001 - 2006
Calibration
1998 - 2000
Validation
2001 - 2006
Mean Predicted
18.1
17.8
18.9
19.0
Mean Observed
17.9
18.5
18.6
19.0
Standard Deviation Predicted
7.1
7.4
7.7
8.1
Standard Deviation Observed
7.0
7.2
7.3
7.6
Mean Error (ME)
-0.2
0.7
-0.4
0.0
2.1.2 Visual Plumes
2.1.2.1 Overview
The Visual Plumes (VPlumes) model was developed to enhance the DOS -based PLUMES program
(Baumgartner, Frick, and Roberts, 1994) that has been widely applied throughout the United States. The
VPlumes model "supports initial dilution models that simulate single and merging submerged plumes in
arbitrarily stratified ambient flow" (Frick et al, 2003). The model predicts plume dilution, rise, and
diameter among other plume characteristics.
VPlumes is an improvement over the PLUMES model by allowing time -series files to be included in the
simulation (Frick et al, 2003). This enables the performance of the outfall to be characterized under a
wide range of changing ambient conditions. The time series files can characterize current speed and
direction, salinity, temperature, background concentration, depth and pollutant decay rate. Varying
effluent conditions can also be characterized by specifying the discharge rate, salinity, temperature, and
concentration. The time varying capability of VPlumes allows for the continual simulation of multiple
tidal cycles and the varying water surface elevation, velocity, and density conditions and provides a
pollutant build capability within the model.
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Modeling Analysis of a Proposed Nanoriltration Discharge
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The VPlumes interface provides the user with several models to select from depending on the
configuration of the discharge. The three-dimensional Updated Merge model (UM3) is a Lagrangian
model that simulates single and multi -port submerged discharges and can simulate the effect of tidal
movement. The DKHW model is a Eularian model that simulates submerged discharges. Tributary
discharges can be simulated using the PSDWIN model.
UM3
The three-dimensional Updated Merge model (UM3) is used within VPlumes for simulating single and
multi -port submerged discharges. The VPlumes manual describes the model as:
UM3 is a Lagrangian model that features the projected -area -entrainment (PAE)
hypothesis (Winiarski and Frick 1976; Frick, 1984). This established hypothesis (Rawn,
Bowerman, and Brooks, 1960) quantifies forced entrainment, the rate at which mass is
incorporated into the plume in the presence ofcurrent. In UM3 it is assumed that the
plume is in steady state; in the Lagrangian formulation this implies that successive
elements follow the same trajectory (Baumgartner et al., 1994). The plume envelope
remains invariant while elements moving through it change their shape and position with
time. However, ambient and discharge conditions can change as long as they do so over
time scales which are long compared to the time in which a discharged element reaches
the end of tare initial dilution phase, usually at maximum rise.
To make UM three-dimensional, the PAE forced entrainment hypothesis has been
generalized to include an entrainment term corresponding to the third -dimension: a
cross -current term. As a result, single -port plumes are simulated as truly three-
dimensional entities. Merged plumes are simulated less rigorously by distributing the
crosscurrent entrainment overall plumes. Dilution from dyers oriented parallel to
the current is estimated by limiting the effective spacing to correspond to a cross diffuser
flow angle of 20 degrees.
11�ti J
DKHW is an Eulerian integral method used within VPlumes to solve the equations of motion for plume
trajectory, size, concentration and temperature that uses time as the independent variable. It differs from
the Langragian methods which use distance as that variable. This model is described in detail in Davis
(1999).
PSDWIN
PDSWIN (a version of the PDS surface discharge program) (Davis 1999) is a "three-dimensional plume
model that applies to discharges to water bodies from tributary channels, such as cooling tower discharge
canals" (Frick et al, 2003). The VPlumes manual (Frick et al 2003) further describes the PDSWIN model
as:
PDS is an Eulerian integral flux model for the surface discharge of buoyant water into a
moving ambient body of water that includes the effects of surface heat transfer. The
plume is assumed to remain at the surface with buoyancy causing it to rise and spread in
all directions. The initial discharge momentum causes the plume to penetrate the
ambient at the same time that the current bends the plume in the direction offlow.
Discharge is assumed to be from a rectangular conduit into a large body of water.
NRFIELD
The NRFIELD model is an empirical model for multiport diffusers in stratified currents (Roberts, Snyder,
and Baumgartner, 1989 a, 1989b, 1989c). The model is based on an assumption that the diffuser is
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Modeling Analysis of a Proposed NanohRration Discharge
in the Neuse River Estuary September 26, 2013
represented by a linear set of discharges and experimental data using T-risers with at least two discharge
ports.
2.1.2.2 Visual Plumes UM3 Application
The simulation of the NF discharge used the UM3 model with the tidal buildup component. The UM3
model was selected because the submerged ports could be simulated while allowing tidal buildup of the
discharge effluent in this estuarine environment. In UM3, diffuser discharges are simulated as truly three-
dimensional entities with a cross -current term included (Frick et al, 2003).
A number of references compare and contrast various models available for analyzing effluent discharges
(e.g., Baumgartner et al., 1994; Jirka, 2007; Jones et al., 2007; Nekouee et al., 2013). The UM3 model
within VPlumes, based on the earlier UM model, was selected for the current application and has long
history of use along with models such as CORMIX. The VPlumes UM3 model and its selection were
discussed previously. Some assumptions and limitations of the model should be noted. The UM3 model
uses a jet -integral approach to simulate near -field mixing zones in stable environments without dynamic
attachments. The model is applicable where near -field mixing is of primary interest. The model assumes
that near -field bottom attachment does not occur, and it does not simulate boundary interactions nor
density current in the far field. However, since sufficient mixing for the proposed nanofiltration
discharge is expected to occur within a short distance of the discharge location, the focus is on the near -
field and these limitations are not expected to come into play. Subsequent model results confirmed this as
even under critical period conditions and conservative assumptions dilution reached over 400:1 levels
within 50 meters of the proposed outfall without boundary interaction or density currents being an issue.
These considerations serve to reduce uncertainty in the application. Additionally, having the calibrated
EFDC model to generate input for the UM3 application further reduces uncertainty, particularly since it
accounts for variability across the time series incorporating tidal currents (again, something that
CORMIX does not provide). Having engineering specifications for the diffuser design from the design
engineer further reduces uncertainty in the model input development. Finally, using a nonparametric
statistical approach to evaluate output allows the decision -maker to review variability in output in light of
model uncertainty.
2.2 SCENARIO DEVELOPMENT
The outfall design, flow rate and constituent concentrations of the NF effluent were supplied by McKim
& Creed. At an ultimate finished water design capacity of 5 MGD, and an operating recovery of 70
percent, the concentrate flow rate dispersed by the diffuser in the Neuse River Estuary will be 2.14 MGD.
2.2.1 Outfall Configuration
The design of the outfall was provided by McKim & Creed (Figure 2 and Figure 3). The outfall design
consists of 12, 3—inch diameter ports spaced 5 feet apart, oriented seaward and angled up at 30 degrees
from the horizontal plane. The effluent will be conveyed to the diffuser valves through an 18" HDPE
pipe approximately 1000 feet offshore. The distance of the discharge ports above the bed of the estuary is
26 inches. The effluent exit velocity at the diffuser nozzle is 7.8 fUs.
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Modeling Analysis of a Proposed Nanorittration Discharge
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a
RIVER BANK
65'
18" HDPE DIFFUSER
(SEE DETAIL THIS SHEE17
APPROX. FLOW
4 MILES APPROX
870'
RIVER BANK
OVERALL DIFFUSER PLAN VIEW
SCALE = 1" = 200'
Figure 2. Proposed Craven County Nanofiltration Outfall Design — Plan View
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Modeling Analysis of a Proposed Nanofiltration Discharge
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12- TREATED TIMBER PILE
(SPACING O 15 FT.. 4 TOTAL)
18' B11N0 FLANGE
(ENO OF DIFFUSER) a
Vie{' 3' ANSI FLANC
YrLiJ1'
CLASS B
RIPRAP
CLASS B
3
f
FLOW
DIFFUSER DETAIL - PLAN VIEW
SCALE - N.T.S
3" TIDEFLEX DIFFUSER VALVE
(T/P, OF 12)
TIMBER PILE (STRAP CONCRETE
COLLAR TO PILE W/ STAINLESS
STEEL STRAP & HARDWARE)
IS HOPE, DR11
(DIPS. 19.5- OD.
15.74' NOM. ID)
-1 }` HOLE W/ I' DIA.
STEEL REBAR EACH SIDE
DIFFUSER DETAIL - SECTION A
SCALE = N.T.S
1' X 1 .5'
f-TE COLLAR
4'X 1.5'X 1.5*
CONCRETE BASE
Figure3. Proposed Craven County Nanofiltration Outfall Design -Details
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Modeling Analysis of a Proposed Nanofiftration Discharge
in the Neuse River Estuary September 26, 2013
2.2.2 Effluent Water Quality
The NF effluent is expected to concentrate the groundwater by a factor of three and one third. The water
quality observed in a test groundwater well and the resulting expected concentrate values are presented in
Table 3..
Table 3. Source Groundwater and Expected Effluent Water Quality Concentrations
Parameter
Test Well
Water Quality
Expected Concentrate
Water Quality
Calcium (mg/L)
87
290
Chloride (mg/L)
7.4
24.6
Iron (mg/L)
1.84
6.13
Magnesium (mg/L)
2.23
7.43
Manganese (mg/L)
0.049
0.16
Sodium (mg/L)
6.56
21.84
Total Silica (mg/L)
32.3
107.6
Dissolved Silica (mg/L)
j 30.4
101.2
TOC (mg/L)
7.42
24.7
Total Hardness (mg/L)
222
739.3
Total Dissolved Solids (mg/L)
289
962.4
The NRE in the region of the proposed outfall fluctuates from nearly fresh to brackish. Correctly
characterizing the density of the effluent is critical to ensure that mixing is accurately represented. The
salinity of the effluent was calculated from the total dissolved solids using the following equations:
Conductivity (uS/cm) = TDS/0.6 (Anderson and Cummings, 1999)
Salinity = (Conductivity/ 1000)"6" * 0.4665 (Williams, 1986)
The calculated effluent salinity was 0.78 psu.
Effluent temperature was assumed to be equal to the ambient NRE water. It was assumed that the
effluent would equilibrate to the ambient temperature during its transport through the 1000 ft discharge
pipe. However, this assumption will have a minimal impact on the effluent density since salinity is a
greater component in the density calculation than temperature.
2.2.3 UM3 Setup
Using the UM3 module of VPlumes requires additional information beyond defining the configuration of
the discharge and ambient conditions. The width of the channel is defined and used in combination with
the water depth to define the channel cross section. The channel segment length is assigned to determine
"the convergence of the computed background concentration on an optimally high value" (Frick et al.,
2003). The channel segment length is chosen to maximize the number of array cells used as close to 200
cells as possible. The coast bin "identifies the position of the coastal bin along the one-dimensional tidal
channel in which the buildup of background pollution is occurring" (Frick et al., 2003). This value was
chosen to reflect that the discharge is a considerable distance from the coast and clean coastal waters will
have no impact on the plume dilution. UM3 model parameter specification is summarized in Table 4.
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Modeling Analysis of a Proposed Nano(Itration Discharge
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Table 4. UM3 Model Parameters
Model Parameter
Value µ='•'.t.
Channel Width (m)
6,300
Channel Segment Length (m)
10,000
Upstream Direction
180
Coast Bin
80
2.3 CRITICAL PERIOD SELECTION
A critical period is a time when the expected discharge would have an adverse impact on the ambient
water. A period of low salinity was chosen to minimize the buoyancy flux of the effluent and reduce that
component of mixing. A low velocity period was targeted to minimize the momentum mixing due to
differences in the velocity of the effluent and ambient waters. Output from the EFDC model of the NRE
(I /]/1998 through 12/31/2006) was used to select the critical period using the time series of the average
daily salinity and velocity near the proposed outfall. The average daily surface and bottom velocities
were smoothed using a 5-day moving average. Daily average surface and bottom salinities were also
averaged to characterize the ambient conditions (Figure 4).
]5
0
oxMM 0]/LM xxIESM GSRM9 1Ms199 w/19pJ p/x4tlY of/asp, a/IiNI 51MP5 O,p4tli ONSN]
„P,N1 .. o, Wx9p5 MPSM MIM 55/NW OV5M3
—Salinay
—vebtlrySE•r9n9vag5
s=1
3 3
� I
0
0/1405 m/54b Ol/xsb 1>/I4E9 '
Figure 4. EFDC Simulated Velocity and Salinity near the NF Proposed Outfall
The aim of the critical period analysis was not to select the worst period during the simulation but rather a
period that is representative of a frequently observed critical condition. To accomplish that, the daily
average salinity and velocity were ranked, with March 2003 (31 days) chosen as the critical period for the
model simulation. The median salinity during that month was among the lowest ten percent and
velocities in the lowest third. This ranking indicated that the salinities during that month were among the
lowest tenth percentile during the simulation period and velocities in the lowest third. Selecting this
simulation period balanced the objectives of finding a period with low salinities and low velocities which
would provide the least dilution for the effluent plume. Also, the NRE EFDC model has a slight bias to
underpredict salinity which would additionally contribute to the decreased mixing during the selected
critical period.
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Modeling Analysis of a Proposed Nanofiltration Discharge
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2.4 DILUTION ANALYSIS
North Carolina Division of Water Quality (DWQ) policy requires dischargers to protect against effluent
acute water quality impacts at discharge, and that the allowance for chronic mixing zones be determined
on a case -by -case basis (15A NCAC 213.0204). Therefore, this modeling analysis was conducted to
assess the chronic dilution which is evaluated based on a 4-day moving average dilution. In North
Carolina, the chronic mixing zone should not exceed one-third of the width of the receiving water
(NCDENR, 1999). However at the location of the discharge, the NRE is nearly four miles wide so the
dilution was presented at nominal increments away from the outfall.
VPlumes output includes the three-dimensional path of the effluent plume and the dilution at each output
point. The 10", 50'" and 9& percentiles of the 4-day chronic dilution moving average were determined at
nominal distances along the plume path. This allows for the reviewer to evaluate the magnitude of
difference between the median and I O' and 9& percentile dilutions, respectively.
2.5 SENSITIVITY
Two additional periods were simulated to quantify the amount of mixing from the outfall. The summer
and winter critical periods (July 2002 for 31 days and November 2001 for 30 days, respectively) in the
study quantifying the impact of the proposed Havelock discharge were simulated. An additional period
(July 2005 for 31 days, see Figure 4) with typical velocities and salinities was selected to span the
expected dilutions from the proposed NF outfall. The 4-day chronic dilution values during each period
were calculated.
DTETR TECH
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Modeling Analysis of a Proposed Nanofiltration Discharge
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3 Model Results
3.1 CRITICAL PERIOD
The statistics describing the chronic dilution plume during the selected critical period (March 2003)
showed little variability. The plume was diluted by about an order of magnitude within one meter of the
outfall and increased nearly another order of magnitude 10 meters from the outfall (Figure 5 and Table 5).
The NF effluent concentrated the groundwater by a factor of three and one third (Table 3.) and the
submerged multi -port diffuser design achieved that level of dilution within one meter of the outfall. Little
difference is observed between the I O' and 90" percentiles increasing the confidence for using the model
output for dilution estimation and mixing zone distance determination.
1,000
100
e
3
c
10
0 10 20 30 40 50
Distance from Ports (m)
Figure S. Effluent Chronic Dilution Versus Distance from the Proposed Outfall
Table 5. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall (Mar 2003)
Distance from Outfall (m)
1
5
10
20
30
40
50
le Percentile
9
46
81
128
212
307
404
Median
10
51
89
138
233
334
439
W Percentile
10
53
96
157
261
380
489
Figure 6 provides the simulated average dilution from plan view (i.e., the average of the hourly model
results for the full critical condition period). The plume dilution two meters from the outfall is greater
than twenty -fold.
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Modeling Analysis of a Proposed Nanof tration Discharge
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r
Along Channel Distance (m)
Figure 6. Plan View of Average Instantaneous Plume Dilution
400
200
100
90
80
70
60
50
40
30
20
10
0
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Modeling Analysis of a Proposed Nanofiltration Discharge
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3.2 SENSITIVITY
The chronic dilutions predicted for the three periods selected for the sensitivity simulations had a higher
degree of dilution than the critical period. During the critical period, the median dilution at 40 in was
over 330 fold (Table 5). The dilution values at 40 in during the sensitivity periods were all greater than
the critical period, ranging from approximately 390 to 440 fold (Table 6 through Table 8). The dilutions
during the sensitivity periods at 10 in were also greater than during the critical period (approximately 100
to 120 versus 90 fold).
Table 6. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall (Nov 2001)
Distance from Outfall (m)
1
5
10
20
30 _J__:40
50
W Percentile
10
52
97
140
228
322
420
Median
10
58
105
164
270
386
498
W Percentile
11
60
111
179
31,
454
584
Table 7. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall (Jul 2005)
Distance from Outfall (m) - -
1
5
10
20
30
50
W Percentile
11
57
102
162
26879
P4�0
480
Median
12
60
118
188
315
442
566
900 Percentile
13
65
138
213
337
470
603
Table B. Effluent Chronic Dilution at Nominal Distances from the Proposed Outfall (Jul 2002)
Distance from Outfall (m)
1
5
10
20
30
40
50
W Percentile
10
55
96
156
262
382
503
Median
11
58
109
174
289
426
563
90°i Percentile
11
62
124
207
340
489
640
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IN T""TECH N(1651 3 2013
DCti! �fC1DC�

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
4 Summary
A discharge to the NRE for effluent from a proposed NF facility has been modeled to quantify its
potential effect on ambient water quality. The proposed outfall configuration includes 12 ports, spaced 5
feet apart, angled seaward at 30 degrees up from a horizontal plane, and located approximately 1000 feet
offshore into the NRE. In North Carolina, the chronic mixing zone should not exceed one-third of the
width of the receiving water (NCDENR, 1999); however, because of the width of the NRE at the
proposed outfall location the dilution was projected out to the chronic toxicity cutoff level reflecting an
instream waste concentration 0.25 percent or 400 fold dilution (Jim McKay, personal communication,
02/15/2011).
A modeling analysis was conducted which combined EFDC hydrodynamic model output with the mixing
zone V Plumes UM3 model, which through preliminary testing was shown to be the approach providing
the most relevant information for determining a mixing zone and estimating dilution in the nearfield and
intermediate zone surrounding the proposed outfall. The analysis drew upon extensive previous
monitoring (ModMon) data and modeling (USEPA and Tetra Tech).
The modeling analysis indicates that the proposed outfall configuration should be highly efficient at
mixing the effluent with the ambient waters during critical periods. The median chronic dilution one
meter from the outfall under critical conditions is predicted to be 10 and rapidly increases with distance
from the outfall. At 40 meters from the outfall, the effluent plume under critical conditions is predicted to
have a median chronic dilution of approximately 330 fold.
These results suggest that the proposed outfall configuration should help mitigate the potential for adverse
impact on the ambient waters of the NRE. The NF facility is projected to concentrate the groundwater,
which naturally flows into the NRE, by a factor of three and one third. Within one meter, the effluent is
diluted by more than the NF facility concentrated the groundwater. The chronic toxicity cutoff of 0.25
percent (400 fold dilution) of the effluent concentration is encountered slightly more than 45 meters
(46.3) from the outfall diffuser.
While all modeling results are subject to uncertainty, several factors support use of these modeling results
for mixing zone establishment. The VPlumes model has been peer reviewed and tested, and is endorsed
and supported by USEPA. The conditions for this discharge (relatively small discharge volume compared
with receiving water; discharge density relative to receiving water density) mean that near and
intermediate field can be modeled without significant concern regarding boundary interaction or density
currents — a key for applicability for UM3. The coupling of VPlumes with a calibrated EFDC model
provided greater confidence in ambient condition assumptions and allowed for tidal currents to be
incorporated (which the basic level of CORMIX does not support). Detailed specification of the proposed
diffuser design also reduces uncertainty in input parameters. Finally, the relatively small difference
between 10" and 9e percentiles adds confidence that the median estimates are relatively precise and
useful for regulatory decision -making.
RECEIVED
DTET"TECH t 013
jDC3+1_V_4DCI1Y

Modeling Analysis of a Proposed Nanofiltration Discharge
in the Neuse River Estuary September 26, 2013
5 References
Ambrose, R.A., T.A. Wool, and J.L. Martin. 1993. The Water Quality Analysis Simulation Program,
WASP5 Part A: Model Documentation. Environmental Research Laboratory. ASCI Corporation, Athens,
GA.
Anderson, H. and D. Cummings. 1999. Measuring the Salinity of Water. Landscape Notes. LCO064 ISSN
1323-1693. State of Victoria, Department of Sustainability and Environment.
http://www.dpi.vic.gov.au/dpi/nreninf nsgchilddocs/-2BAF4D73531CD1544A2568B3000505AF-
9A924F4B3FB28503CA256BC80004E921-8132507DA12388464A256DEA00280C4F-
64DFC3B291771BD7CA256BCF000AD4E9?open. Accessed 18 February 2011.
Bales, J.D. and J.C. Robbins. 1999. A Dynamic Water -Quality Modeling Framework for the Neuse River
Estuary, North Carolina. Water Resources Investigations Report 99-4017. US Geological Survey,
Raleigh, NC.
Baumgartner, D., W. Frick, P. Roberts. 1994. Dilution Models for Effluent Discharges (3rd Ed).
EPA/600/R-94/086, U.S. Environmental Protection Agency, Pacific Ecosystems Branch, Newport,
Oregon.
Davidson, M.J. and K.L. Pun. 1998. Hybrid Model for Prediction of Initial Dilutions from Outfall
Discharges. Journal of Hydraulic Engineering, 124(12)1188-1197.
Davis, L.R., 1999. Fundamentals of Environmental Discharge Modeling. CRC Press, Boca Raton, FL
EPA. 2001. Neuse River/Estuary Hydrodynamic & Water Quality Modeling Report. US EPA Region 4,
Atlanta, GA.
EPA. 2006. Water Quality Analysis Simulation Program (WASP) Version 7.1. Watershed and Water
Quality Modeling Technical Support Center. Ecosystems Research Division, Athens, GA.
Frick, W.E.; P.J.W. Roberts; L.R. Davis; J. Keyes; D.J. Baumgartner; K.P. George. 2003. Dilution
Models for Effluent Discharges 4th Edition (Visual Plumes). Ecosystems Research Division, NERL,
ORD. U.S. Environmental Protection Agency. Athens, GA.
Frick, W.E. 1984. Non -Empirical Closure of the Plume Equations. Atmospheric Environment, 18,
653662.
Hamrick, J.M. 1996. User's Manual for the Environmental Fluid Dynamics Computer Code. Special
Report No. 331 in Applied Marine Science and Ocean Engineering, Virginia Institute of Marine Science,
Gloucester Point, VA.
Jirka, G.H. 'Buoyant Surface Discharges into Water Bodies. II: Jet Integral Model", Journal of Hydraulic
Engineering, Vol. 133, No. 9, pp. 1021-1036, Sept. 2007.
Jirka, G.H., and P.J. Akar. 1991. Hydrodynamic Classification of Submerged Multiport-Diffuser
Discharges. Journal of Hydraulic Engineering, 117:1113-1128.
Jirka, G.H., and R.L. Doneker. 1991. Hydrodynamic Classification of Submerged Single -Port
Discharges. Journal of Hydraulic Engineering, 117:1095-1112.
Jirka, G.H., R.L. Doneker, and S.W. Hinton. 1996. User's Manual for CORMIX: A Hydrodynamic
Mixing Zone Model and Decision Support System for Pollutant Discharges into Surface Waters. Office of
Science and Technology, US Environmental Protection Agency, Washington D.C.
Jones, G.R. and G.H. Jirka, "CORMIX3: An Expert System for the Analysis and Prediction of Buoyant
Surface Discharges", Tech. Rep., DeFrees Hydraulics Laboratory, Cornell University, 1991, (USEPA,
Environmental Research Lab, Athens, Georgia, 1993).
t RECEIVED
DTET"TECN 17
NOV 13 2013
Dr,V,YMCfrY

Modeling Analysis of a Proposed Nanof tration Discharge
in the Neuse River Estuary September 26, 2013
Jones, G.R., Nash, J.D., Doneker, R.L., and G.H. Jirka, "Surface Discharges into Water Bodies. I: Flow
Classification and Prediction Methodology", Journal of Hydraulic Engineering, ASCE, Sept. 2007.
Lee, J.H.W. and V. Cheung. 1990. Generalized Lagrangian Model for Buoyant Jets in Current. Journal of
Environmental Engineering, Volume 116(6)1085-1106.
NCDENR. 1999. Mixing Zones in North Carolina.
http://portal.ncdenr.org/c/document_filibrary/get_le?uuid=b55b5797-14bd-49f3-995a-
f90f215cb3c8&groupld=38364. Accessed 18 February, 2011.
Nekouee N., Roberts, P. J. W., Schwab D. J., and McCormixk M. J. "Classification of Buoyant River
pLumes from Large Aspect Ratio Channels", Journal of Hydraulic Engineering, ASCE, 139 (3), March
2013.
Rawn, A.M., F.R. Bowerman, and N.H. Brooks, 1960. Diffusers for disposal of sewage in sea water.
Proceedings of the American Society of Civil Engineers, Journal of the Sanitary Engineering Division.
86: pp 65-105.
Roberts, P.J.W., W.H. Snyder, and D.J. Baumgartner, 1989 a. Ocean outfalls 1: submerged wastefield
formation. ASCE Journal of Hydraulic Engineering. 115(1)1-25.
Roberts, P.J.W., W.H. Snyder, and D.J. Baumgartner, 1989 b. Ocean outfalls II: spatial evolution of
submerged wastefield. ASCE Journal of Hydraulic Engineering. 115(1) 26.48.
Roberts, P.J.W., W.H. Snyder, and D.J. Baumgartner, 1989 c. Ocean outfalls III: effect of diffuser design
on submerged wastefield. ASCE Journal ofthe Hydraulic Engineering. 115(I) 49-70.
Shirazi, M.A. and Davis L.R. 1972. Workbook of Thermal Plume Prediction. Vol. 1. Submerged
Discharge. EPA-R2-72-005a, Project 16130 FHH, Program Element 1BI032. Environmental Protection
Agency, Corvallis, OR.
Tetra Tech, 2008a. Model Report Neuse River Estuary Oyster Reef Restoration Evaluation. Prepared for
United States Army Corps of Engineers— Wilmington District. Research Triangle Park, NC.
Tetra Tech, 2008b. Proposed Relocation of the Havelock Wastewater Treatment Plant Discharge.
Prepared for City of Havelock, NC. Research Triangle Park, NC.
Williams, W.D. 1986. Conductivity and salinity of Australian salt lakes. Australian Journal of Marine
and Freshwater Research 37(2) 177 — 182 http://www.publish.csiro.au/paper/MF9860177.htm. Accessed
18 February 2011.
Winiarski, L.D. and W.E. Frick, 1976. Cooling tower plume model. USEPA Ecological Research Series,
EPA-600/3-76-100, USEPA, Corvallis, Oregon.
Wool, T.A., S.R. Davie, and H.N. Rodriguez. 2003. Development of There -Dimensional Hydrodynamic
and Water Quality Models to Support Total Maximum Daily Load Decision Process for the Neuse River
Estuary, North Carolina. Journal of Water Resources and Management. American Society of Civil
Engineers.
RECEIVED
a TET"TECH NOV 13 2013
DC-"-MI'DMY

•
•
OETS
Environmental Testing Solutions, Inc.
November 29, 2011
Mr. Rusty Hayes
Craven County Water and Sewer
2830 Neuse Blvd.
New Bern, NC 28562
V AE"&j9611"JAIIII& luI138;iirLE11
Dear Mr. Hayes:
PO Box 7565
Asheville, NC 28802
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
Enclosed are the results of toxicity tests for samples from the Craven County Pilot WTP
received by the laboratory November 08 through 12, 2011.
If you have any questions concerning these results, please feel free to contact me.
Sincerely,
Jim Sumner
Laboratory Director
RECEIVED
NOV 13 Z013
DCM-MHDCITY
Ibis report should not be reproduced, except in its entirety, without the written consent of Environmental Testing Solutions, Inc.
The results in this report relate only to the samples submitted for analysis.
North Carolina Certificate Numbers: Biological Analyses: 37, Drinking Water: 37786, Wastewater: 600
South Carolina Certificate Number: Clean Water Act 99053-001

ENVIRONMENTAL TESTING SOLUTIONS, INC
TOXICITY TEST REPORT
INTRODUCTION / EXECUTIVE SUMMARY
Report Date: November 29, 2011
ETS Project #: 7481
1. Client: Craven County Water and Sewer
2. Pilot Plant Study: Evaluation of toxicity issues associated with a Pilot Water Treatment
Plant for Craven County.
This study was designed to evaluate the potential toxicity of the
individual effluent from the treatment plant. A saltwater species of
Mvsid shrimp (Americamysis bahia) was selected to determine
potential impacts to the estuarine receiving water.
3. Samples Tested: Craven County Pilot Water Treatment Plant
4.
Date Samples Collected:
November 07 —11, 2011
5.
Test Dates:
November 08 —15 2011
6.
Test Species:
Americamvsis bahia (Mvsid shrimp)
7.
Test Type:
Short Term Chronic Definitive
8.
Concentrations Tested (%):
3.125, 6.25, 12.5, 25, 50. 100%
9.
Client Contact:
Mr. Rusty Haves
10.
Consulting / Testing Lab:
Environmental Testing Solutions. Inc. (ETS)
11.
Lab Contact:
Mr. Jim Sumner
Phone #:
[phone]
12.
Summary:
Craven County Pilot WTP samples collected
November 07 —1 12011 significantly reduced Mysid growth in the
full-strength effluent The resulting NOEC (no -observed -effect
concentration) was therefore 50%. The 7-day 1C2s (25% inhibition
concentration) was > 100% Mvsid survival and fecundity were not
reduced in Craven County Pilot WTP effluent samples.
r RECEIVED
NOV 13 2013
DC!bf V—"DC"
1

METHODS SUMMARY
Samples:
1. Sample Type: Grab
2. Sample Information:
Sample ID
ETS
Date / Time
Date / Time
Arrival
Date / Time
Sample
Collected
Received
Temp.
Last Used By
Numbers
MM-DD-YY
MM-DD-YY
("C)
MM-DD-YY
Time E
Time
Time OM
-11
11.01
111109.04
11-07-11 1440
11-08-11 1004
3.0
11-09 -11 103030
Craven County
I1-10-11 1035
Pilot WTP
111110.04
11-09-11 1430
11-10-11 0950
5.3
ll-ll-11 1027
Effluent
11-12-11 1120
111112.04
11-11-11 0800
11-12-11 1008
1.2
1 11-13-11 1029
11-14-11 1027
Samples were collected in 1 gallon cubitainers. Temperature was measured in one representative cupnamer
contained in each cooler upon receipt.
3. Sample Manipulation: LaWles were warmed to test temperature (26.0 f I.VC) in a
warm water bath The salinity of full-strength samples was adjusted to
25.0 t 1.0 Mt with bioassay grade 40 Fathoms Sea Salts's according to
EPA protocol. Test concentrations were prepared after temperature and
salinity were adjusted.
RECEIVED
NOV 13 2013
DCM-MHD CITY
2

Test Organisms:
Americam�sis bahia
1. Source:
Aquatox.Inc.
2. Age:
7-days old
Test Method Summary:
1. Test Conditions:
Static, Renewal
2. Test Duration:
7-days
3. Control / Dilution Water:
Salt Synthetic Water
4. Number of Replicates:
8
5. Organisms per Replicate:
5
6. Test Initiated:
11-08-11 1125 ET
7. Test Terminated:
I1-15-11 1051 ET
8. Test Temperature:
Mean = 25.4°C
Range = 25.2 to 25.7°C
9. Physical / Chemical
Measurements: Temperature pH, dissolved oxygm alkalinity conductance salinity, and total
residual chlorine were measured in each un-salted sample. Pre- and post -
exposure test solutions were analyzed daily for temperaturepH salinity, and
dissolved oxygen.
10. Statistics: Statistics were performed according to methods prescribed by EPA
using ToxCalc version 5.0 statistical software (Tidepool Scientific Software,
McKinneyville. CA).
7-day LC. = median lethal concentration. The estimated concentration of
effluent that is lethal to 50% of the test organisms in 7-days.
7-day ICg = 25% inhibition concentration. The estimated concentration of
effluent that causes a 25% reduction in Mysid growth.
NOEC = no -observed effect concentration. The highest concentration of
effluent that causes no observable adverse effect on the growth or fecundity of
surviving Mysids (highest concentration tested where growth or fecundity
values are not statistically different from the controls).
a RECEIVED
NOV 13 2013
3 DC:4S'.nffiDcrry

TOXICITY TEST RESULTS (see Appendix B for Bench Sheets)
Survival, Growth, and Fecundity Results ofAmericamysis babia Tests of
Craven County Pilot WTP Effluent performed November 08 -15, 2011.
Test Solutions
t0/61
Percent Surviving
(days)
1
2
3
4
5
6
7
Control
100
100
100
100
100
100
100
3.125%
100
100
100
100
100
100
100
6.25%
100
100
100
100
100
100
100
12.5%
100
100
100
100
100
100
100
25%
100
100
100
100
100
100
100
50%
100
]00
100
100
100
100
100
100%
100
100
100
1 100
1 100
100
100
Overall survival analysis: 7-day LC50: >100%
Test
Solutions
v°
Dry Weight (mgtinitial number of Mysids)
(replicate number
1 2 3 4 5 6 7 8
Mean
Percent Reduction from
Control (%)
Control
0.274
0.304
0.338
0340
0256
0.378
0.284
0.274
0.306
Not applicable.
3.125%
0.278
0252
0.298
0.278
0282
0298
0382
0296
0.294
3.8
6.25%
0.318
0278
0.332
0.258
0.282
0.256
0.286
0.372
0.298
2.7
12.5%
0.282
0.302
0.226
0.336
0.292
0.330
0.328
0274
0.296
3.2
25%
0270
0268
0.280
0.326
0272
0270
0318
0.286
0.286
6.5
50%
0.222
0.240
0.282
0.340
0.278
0.264
0262
0.254
0.268
12.5
100%
0.256
0.280
0.298
0.240
1 0.248
0.252
0.236
0.272
0.260
15.0
Overall Ww-th analysis: 7-day ICU: > 100°h NOEC: 100%
Test Solutions
Fecundity (percent surviving Mysids having eggs at test termination)
replicate number
Mean
(1)
1
2
3
4
5
6
7
8
Control
100
100
100
100
100
100
100
100
100
3.125%
100
100
100
100
100
100
100
100
100
6.25%
100
100
100
100
100
100
100
100
100
12.5%
100
100
100
100
100
100
100
100
100
25%
100
100
100
100
100
100
100
100
100
50%
100
100
100
100
100
100
100
100
100
100%
100
100
100
100
100
100
100
100
100
Overall fecundity analysis: NOEC: 100%
n ar
NOV 13 2013
4
DC:bf-IlMCITY

REFERENCE TOXICANT TEST RESULTS (see Appendix A and C)
Species
Date
Time
Test Type
Duration
Toxicant
Endpoint(g/L)
American ysts bahta
11-08-11
1105
Chronic
7-days
KCI
7-day IC25 = 0.37
RECEIVED
NOV 13 2013
DCW' EMC.'TY

PHYSICAL / CHEMICAL SUINIlMIARY (see Appendix B for Bench Sheets)
Water Chemistry Mean Values and Ranges forAmericamvsis bahia Tests of
Craven County Pilot WTP Effluent performed November 08-15, 2011.
Test
O°eeb'a0
Tempenature
Dissolved Oxygen m
H S.U.
Salmi
Alkalinity
Conductance
Total Residual
(x)
Initial
Final
Initial
Final
Initial
Final
Initial
(mg/LCaCO3)
(µmhos/cm)
Chlorine (mg/L)
25.4
25.4
7.7
7.5
7.87
7.70
25.3
94
Control
25.2 - 25.5
25.2 - 25.7
7.6 - 7.8
6.2 - 8.1
7.76 - 7.98
7.54 - 7.80
24.8 - 25.5
92 - 95
25.4
25.4
7.8
7.4
7.88
7.72
24.9
3.125%
25.2 - 25.5
25.3 - 25.6
7.6 - 7.8
6.3 - 8.0
7.79 - 7.93
7.59 - 7.93
24.3 - 25.2
'-
25.4
25.4
7.8
7.3
7.89
7.79
25.0
g5
a
6.25 /e
25.3 - 25.6
25.3 - 25.6
7.5 - 7.9
6.3 - 8.0
7.76 - 7.99
7.67 - 7.88
24.3 - 25.5
3
25.4
25.4
7.8
7.5
7.89
7.88
25.0
12.5%
25.2 - 23.5
25.3 - 25.6
7.6 - 7.9
6.3 - 8.0
7.71 - 8.04
7.83 - 7.95
24.3 - 23.6
25.4
7.8
7.3
7.87
8.01
24.9
a
25/e
25.3 25.4
7.6 7.9
6.5 7.9
7.62 8.08
7.95 - &07
24.3 25.5
7.7
7.5
7.85
8.12
25.0
SO%25.4
25.2 - 25.6
7.3 - &0
6.7 - 7.9
7.52 - 8.13
8.05 - &19
24.6 - 25.5
q-25.6
7.6
7.5
7.82
8.06
24.9
100%25.4
7
25.2 - 25.5
7.0 - 8.0
6.5 - 7.9
7.49 - 8.16
7.97 - 8.16
24.5 - 25.6
100%
7.5
8.02
< 1.0
593
1063
<0.10un-selte
00.10
7
7.3 - 7.8
7.83 - 8.30
<1.0 - <1.0
590 - 600
1030 . 1095
0.10 -
Overall temperature CC) Average Minimum Maximum
25.4 25.2 25.7
51

Appendix A
ADDITIONAL TOXICITY TEST INFORMATION
SUMMARY OF METHODS
1. Americamysis bahia
Tests were conducted according to EPA-821-R-02-014 (October 2002). Test vessels consisted of 250-mL
glass beakers, each containing 150-mL of test solution.
DEVIATIONS / MODIFICATIONS TO TEST PROTOCOL
1. Americamysis bahia
None.
DEVIATIONS / MODIFICATIONS TO PRETEST CULTURE OR HOLDING OF TEST
ORGANISMS
1. Americamysis bahia
None
PHYSICAL AND CHEMICAL METHODS
I. Reagents, Titrants, Buffers, etc.: All chemicals were certified products used before expiration dates (where
applicable).
2. Instruments: All identification, service, and calibration information pertaining to laboratory
instruments is recorded in calibration and maintenance logbooks.
3. Temperature was measured by SM 2550 B.
4. Dissolved oxygen was measured by SM 4500 O G.
5. The pH was measured by SM 4500 H+ B.
6. Conductance was measured by SM 2510 B.
7. Salinity was measured by SM 2520 B.
S. Alkalinity was measured by SM 2320 B.
9. Total residual chlorine was measured by ORION Electrode Method 97-70.
QUALM ASSURANCE
Toxicity Test Methods: All phases of the study including, but not limited to, sample collection,
handling and storage, glassware preparation, test organism culturinglacquisition and acclimation, test
organism handling during test, and maintaining appropriate test conditions were conducted according
to the protocol as described in this report and EPA-821-R-02-014. Any known deviations were noted
during the study and are reported herein.
RECEIVED
NOV 13 2013
DC.bf-MADCffy

REFERENCE TOXICANT TESTS (See Appendix C for control chart information)
1. Test Type: 7-day chronic tests with results expressed as ICU values in g/L KCI.
2. Standard Toxicant: Potassium Chloride (KCI crystalline) for Americamysis bahia.
3. Dilution Water Used: Salt synthetic water.
4. Statistics: ToxCalc software Version 5.0 was used for statistical analyses.
1. USEPA. Short -Term Methods for Estimating the Chronic Toxicity of Effluents and Receiving Waters to
Marine and Estuarine Organisms, EPA-921-R-02-014 (October2002).
2. Standard Methods for the Examination of Water and Wastewater. 21" Edition. 2005.
3. Ouality Assurance Program: Standard Operating Procedures, Environmental Testing Solutions, Inc
(most current version).
BECEMZ
NOV 13 2013 Y
8 DCIf-MMCrrY

Appendix B
CHAIN -OF -CUSTODY RECORDS
TOXICITY TEST BENCHSHEETS
Craven County Pilot WTP Study
November 08 —15, 2011
0
RECEIVED
NOV 13 2013
DCM-MAD CITY

• 351 Depot Street
_ • Asheville, NC 28801
• Phone: [phone]
® Fax: [phone]
Environmental Testing Solutions, Inc.
Whole Effluent Toxicity Chain -of -Custody Form
Facility: Craven County, Pilot WTP NPDES #: Pipe #: County: Craven
Species: Americamysis bahia Effluent dilution: 3.125, 6.25,12.5, 25, 50,100%
Testtype: Chronic Definitive Purchase order:
E
(�
�1
Grab sample: Sample location: /1 )l aM Rom( i9c) f^r f f/f'eQ
Date: % Time: 7 yo Prh Volume collected for testing: 2 y CAI
T
Number of containers filled for testing2
r: � 1
Method of transport to laboratory: FCC
Comments:
Triple rinse sample container with sample before filling. Completely fill the sample container with no air space.
Pack the sample container completely in ice. The sample must be < 6.0°C upon receipt at the laboratory.
Samn4 rn11eeW hv: A
F�t�VA
'/�
�
NnV 13 2013
Rclio wished by-,
Received by:
NCMIMT� Ct"Y
VT'jl
Pmt /j�
sieye.e � bseW w°e Prvu
5i&wve Due W limc
Relinquished by: //
Received by:
Sigol°ee. De¢eM lim[
rm°[
Sigwme Duc uW time P,iw
Sample receipt information: (to be completed by ETS personnel)
4nlinnni.FM In FTC M1v-
I`dWl /(•tJela/
Custody seals intact?:
Yn No Na uM
Samples received in good condition?:
(� /
Ye qNo
Tracking number: 83�1,�+ a��m d
Comments:
Received at ETS bv:
Sample temperature upon receipt at ETS (°C):
3bc.
Total residual chlorine upon receipt at ETS:
(DPD PrarncdAbsrnse Indicator, tvIDL = 0.10 mg/L) P1peO sue`
Project number:~ lB ( Sample number: 110 W .bq

•
'OETS
•
Environmental Testing Solutions, Inc.
Whole Effluent Toxicity Cho
Facility: Craven County, Pilot WTP NPDES a:
351 Depot Street
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
►dy Form
Pipe k: County: Craven
Species: Americamysis bahia Effluent dilution: 3.125, 6,25,12.5, 25, 50, 100%
Test type: Chronic Definitive Purchase order:
Grab sample: Sample location: h C) P" 'bV +
Date: t Time: 2, 3�j eM Volume collected for testing: 2 C
Number of containers filled for testis Z.
Method of transport to laboratory: SCA �ic trw+s2t %t r
Comments:
Triple rinse sample container with sample before filling. Completely rill the sample container with no air space.
Pack the sample container completely in ice. The sample must be < 6.0°C upon receipt at the laboratory.
Sample custody:
S.mak c.Ikrud by:
Ito oe eompielea Dy sample coneclor ana iacuny per imci)
��l���xra�4
1� a t
3:3o vM
Reli.nuiehM he / / Received
VA
Relinquished by: Received
C
Sample receipt information: (to be completed by ETS personnel)
Relinauihed to ETS bv:
U•1 .1
plod Si ..e ale rotl No[
Custody seals intact?: =
Y. N. Nuuad
Samples received in good condition'.: `� =
Y. No
Tracking number: A744 -21M &�
Comments:
Rarcivm al FTC Ave
NOV 13 2013
DCM-MHD CrfY
Sample temperature upon receipt at ETS CQ:
Total residual chlorine upon receipt at ETS: = d
(DPD Presena/Absense Indicator, MDL = 0.10 mg/L) n� A
n
Project number: +q,51 Sample number: It It (oxA

•
OETS
S�
Environmental Testing Solutions, Inc.
Whole Effluent
Facility: Craven County, Pilot WTP NPDES #:
351 Depot Street
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
Itly Form
Pipe#:_County: Craven
Species: Americamysis bahia Effluent dilution: 3.125, 6.25, 12.5, 25, 50,100%
Test type: Chronic Definitive Purchase order:
Sample information: (to be completed by sample collector)
Grab sampler Sample location: �f{�il JQ f2do
Date: "3 � Time: !-(F1D Volume collected for testing: ."(uALLt)IZ (�
Number of containers filled for testing:-.j
Method of transport to laboratory:
Comments:
Triple rinse sample container with sample before filling. Completely fill the sample container with no air space.
Pack the sample container completely in ice. The sample must be <6.0"C upon receipt at the laboratory.
Sample custody: (to be completed by sample collector and facility persomte0
Sample collected by:
P,im s-gyu.oe ❑ e dime
Sample receipt information: (to be completed by ETS personnel)
NOV 13 2013
ACM-'o!fiDary
Received
Received by:
P. SW. oae W umc
Relinquished to ETS by: Received at ETS by: Nam.
tt 1006 I �Gri �e1-- Bl
P. &,vino o.m.oeuuc
Custody seals intact?: E]
Y. No Notm
Samples received in good condition?: =
Ya N
Tracking number: ez w) 62a4 Jos
Comments:
Sample temperature upon receipt at ETS (PC): f Z L
Total residual chlorine upon receipt at ETS:
(DPD Ptesence/Ab cure Indicator, MDL = 0.10 mg/L)
Project number:•T� Sample number: 11111Z.bg

' €ETS
Chronic Whole Effluent Toxicity Test (EPA-821-R-02-014, Method 1007.0)
Species: Americamysis (Mysidopsis) bahia
Client: Craven County Pilot WTP
Project #: '114$1
County: Craven
Pape 1 of 7
Dilution re aration information:
Comments:
Dilution prep (Ye)
3.125
1 625
1 12.5
1 25
1 50
1 100
Stock volume (mL)
41.875
93.75
187.5
375
750
1500
Diluent volume (mL)
1453.125
1406.25
I312.5
1125
750
0
Total volume (mL)
1500
1 1500
1 1500
1 1500
1500
1500
Test organism inform i :
Test information
Organism e:
Randomizing template:
rs
Date and times organisms
were born between:
TIKES 00T-
?&0VtDeA
Incubator number and
shelf location:
s$
Organism source:
AISS ?aA"TtA Ab A-01-1%
Artemia (HM number:
C11Hsi!)
Drying information for weight
determination: a�
Transfer bowl information:
pH S.U.
Temperature = 2 eC
Date / Time in oven:
-1 • 41
Initial oven temperature:
fob• -
Average transfer volume:
0.O:S(S
Date / Time out of oven:
t-tl. • s t
Final oven temperature:
1.0 • C
Total i g time:
T •HWRS
Daily feeding and renewal information:
I-L•10
IZIS
Day
Date
Morning feeding
Afternoon feeding
Test initiation, renewal,
Sample
Salt SW
or termination
number used
batch used
Time
Analyst
Time
Analyst
Time
Analyst
0
t\
1
IWO
if
1125
111104A
.I
I
I\ -11
0400
lyda
LUSO
111 od•o
11-44•IIA
2
11-tp•I\
00
L Ott
1 1 1 •0
1 •11
3
1\-11-11
133
I OZ
I
1 •0`i 118
4
111 a
1A
I Itzo►
1, CA
n-04-11
5
1\ 1 •11
0
U
I 13so
10 A[
►1 od: 11
6
t\ 1 •11
tTIWS
ttriS
t
x.
11 od 11
7
1
Control information:
Acceptance aik"a
SWnntM o test end oipt
%Mortality:
p
s20%
7-day LC50
> (067,
Average weight per initial shrim :
In., I
NOEC
7•
Average weight per surviving shrimp:
0. 2>66
1 >_ 0.20 shim
LOEC
7 •
RECEIVED
ChV
10.17.
ICss
>10070
NOV 13 2013
DCM- VM CITZOP AT44 - Exhibit AT44.1, revision 06-01-11

iETS
Client: Craven County Pilot WTP
Survival and Growth Data
Page 2 of 7
Date: t1-08 t�
Day
CONTROL
3.125%
A
1 13
1 C
D
E
F
G
H
I
J
K
L
M
N
O
P
°
5
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5
'
S
S
5
S
S
S
S
S
5
5
S
S
S
S I
S
Is-
2
S
S
S
S
S
S
S
5
5
S
5
S
5
S
S
S
3
S
S
S
S
S
S
S
S
S
5
5
5
S
S
S
S
4
S
S
S
S
S
S
S
S
5
S
S
S
S
S
S
S
5
5
S
S
S
S
S,
S
5
S
S
5
S
S
S
S
S
6
S
S
S
S
S
S
S
S
S
Is
S
S
S
5
S
7
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5
a rend. wish eaV in
brood.ac
o
0
o
0
0
0
0..
o
-0
0
0
a
0
0
o
a
x nmderwhhdevelapiae
r hderu
5
5
S
'
c
S
S
5
5
S
5
N wuud.' fend"
0
0
O
0
U
O
O
0
U
(3
d
o
0
N.1.
U
O
O
0
U
0
O
O
U
0
0
O
U
0
1
A = Pan weight (mg)
Tny color rode:
I-e,/en�[f
Anfiyr:
1/r.'xl
1-5,5(,
t3.S}
ij,gy
r -%
15.4o
t4.4S
14.tt,
13.14
1`1g
13.41
14.0}
t4.91
13.4$
13.11
k1.s4
Date:
tt•0o6
B - Pan+ Mysid
weight (mg)
Maly
hfiI
15.(B
h.2(o
t5.58
HAP
l).xi
15.64
lS.53
IY.63
Is.4(a
ib.40
W94
15,92
n• 7
w
Date: I I IB t 1
C - Mysid weght (mg)
-B-A
1,'I-I
LSL
I-Vk
1.10
1.78
1.89
1.42
t•3'1
I.v1
I.0
IMOi
1.91
1.41
IM
Ott
4.45
Weight per initial
number
oCC Iu (u number nt�
/y$
tig�
�
'yg
1.et0
Maids
p•
O
b•
C
O'
��
It,
0'
tY
U'
O'
D
Average weight per initial
Average weight per initial
Percent reduction from control
number ofshrimp(mg)
number of shrimp (mg)
(%)
3.87.
0 -Moo
o • -19tA
Comment codes: c = clear, d = dead, fg = fungus, k = killed, to = missing, sk = sick, sm = unusually small,
Ig = unusually large, d&r = decanted and returned, w = wounded.
Calculations and data reviewed: —4
RECEIVF .
Comments:
NOV 3 1013
SOP AT44 - Exhibit AT44.1, revision 06-01-11
DL11- 'PITY

T
Jrawv°.,olum�rsrw..sc
Client: Craven County Pilot WTP
Survival and Growth Data
Page 3 of 7
Date: Wok-1k
Day
6.25%
12.5%
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
FF
°
S
S
S
S
S
S
S
S
S
S
s
S
S
S
S
S
1
j
s
5
5
5
5
5
5
S
S
5
S
S
S
5
5
2
3
S
S
S
S
S
S
S
5
S
5
S
5
S
S
S
S
4
5
5
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5
5
5
S
S
S
S
S
S
5
S
S
5
S
S
S
S
6
S
J
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5
5
5
5
S
S
S
S
S
S
S
S
S
S
S
M femirt with rip In
o
"
o
0
1,
0
O
,O
O
0
Q
O
C)b
b
brood
V
V
-
female witb &� daP;ng
S
S
S
S
S
S
S
S
va In widuare
S
a
o
0
0
0
C)
o
0
0
o
a
o
0
0
o
a
N.M.
o
o
I
0
v
i
0
0
0
o
o
a
o
0
A = Pao weight (mg)
jray color code:
( W �wAu
Aa°lytt:
TA"
104
12.tq
14.1s
13.0
15.47
rn.94,
\g.40
14.44
14.91
14gi
1345
%A.St
IM'k
13.'�4
13.45
Date:
\•01•\l
B = Pau+ Mysid
ao IU
ko.33
13.56
IGbl
iggo
I(o.06
15.2z
iSAI
6.43
1583
15.100
koD(o
1�i43
15`16
tSs2
WA8
N•95
Date: 11.18.11
C = Mysid weight (mg)
-B—A
G59
1.3°t
LVb
IRq
1.y1
1.+8
1.43
1•eb
I• 41
LSl
1.13
Lb8
1.aiL
1.05
!•6`I
Lb"1
Weight per iui'61
number
o[My OcN(mg)
=C/luitialuumberaf
B
v
4
\,
,U
b
N
,
O
''
IF
ry
"43
ti�
0,
b�
U
TO,
0•
p•
p•
0.
0•
0•
0.
�•
Average weight per initial
Percent reduction from control
Average weight per initial
Percent reduction from control
number of shrimp (mg)
O.-4A
(%)
2.77.
number of shrimp (mg)
0.29b
(°�)
3•Z7•
Comment codes: c = clear, d = dead, fg = fungus, k = killed, m = missing, sk = sick, sm = unusually small,
ig = unusually large, d&r = decanted and returned, w = wounded.
RECHVED Calculations and data reviewed: —4
Comments:

:ETS
rmim��msms�rswem. eK
Client: Craven County Pilot WTP
Survival and Growth Data
Page 4 of 7
Date: Il- 0A • I l
Day
25%
50%
GG
HH
I H
JJ
KK
LL
MM
NN
00
PP
I QQ
I RR
SS
TT
UU
I VV
°
rj
5
5
S
S
S
S
S
S
S
S
$
S
S
S
S
t
5
S
S
S
$
S
5
5
S
S
S
S
S
5
S
S
2
S
S
S
S
S
S
S
S
S
S.:S
S
S
S
5
S
s
5
5
S
S
S
S
S
S
S
'S
S
S
S
S
S
5
4
S
S
S
S
5
S
S
S
5
5
S
S
S
S
S
S
5
6
S
S
5
5
S
5
S
S
5
5
S
5
S
S
S
S
7
S
S
S
S
S
S
S
5'S
S
5
S
S
S
S
S
x rematmdimis
p
(7
0
0
0
0
0
0
0
O
O
O
O
brine a.,,
x r<m.im wua awmping
wr is vvldvcb
5
S
J
S
S
S
s
s
S
S
S
X fmmamrt r®alu
�\
Q
O
O
O
h
VO
0
O
Q
O
O
O
0
O
1
0
0
0
0
0
O
A—Panweight(mg)
el
C.
10
F
H
i
'T
K
l
Tray color c de:
�V �X
N
MuG�
3.b�
lz.2q
It;.0"
I¢ Iq
14.3+•
ararra
-15: rF
14.It.
It.•i4
ILAS
Ia.S&
I>n45
MI.t3
14.4b
13A
14.10
13.51.
Date:
Il•t1t•
B=Pan +Mysid
Anslytsl
��•
Isa
It'i•23
I10.45
t5.67
i&toe
6.qi
t531
ly.
I`iD4
14•�
13:81i
K 43
r°
.k4'�
14.#3
15.41
14.83
t5. t5
Date: II 19.11
C = Myaid weight (mg)
=B—A
(,+,g
1.3`i
1.40
1.V3
b31•
1.35
I•Sg
1.4�
l•II
1.20
IAl
I-10
I•b9
I•b2
I,bl
I.21
Weight per initial
number
ar Mysids(mg)
=C,lwtfalnnmberat
eC
^M
N
ti
�g
la
ti
O
a
IV
%
ti
ti
Mynds
ry^
'
o'
ti
o'
O
ti
p•
6•
0
ti�
0'
titi
o
o•
ti
0.
weight per initialPercent
reduction from control
Average weight per initial
Percent reduction from controlber
M.A��Cragc
ofshrimp (mg)
(•/)
number of shrimp (mg)
(%)
0.
0. Z68
12.S7.
Comment codes: c = clear, d = dead, fg = fungus, k = killed, In = missing, sk = sick, sn = unusually small,
lg = unusually large, d&r = decanted and returned, w = wounded.
Calculations and data reviewed:
Comments:
NOV 13 2013
SOP AT44 — Exhibit AT44.1, revision 06-01-11
DC 0 M CITY

€ETS
Client: Craven County Pilot WTP
Survival and Growth Data
Page 5 of 7
Date: 0-Ok • 11
Day
100%
WW
XX
YY
ZZ
AAA
BBB
CCC
DDD
0
S
S
S
S
S
S
S
5
1
2
5
s
s
s
s
s
s
s
3
s
s
S
Is
s
s
s
s
4
S
5
5
S
S
S
S
S
s
S
S
S
S
5
S
5
5
6
S
S
5
S
S
S
S
$
7
5
S
5
S
5
5
5
S
M femalo=imeggab
C)
C)
O
O
0
Q
Q
0 f
brood sac
x remales with ee.dop+l
`mm x".ro fcmala
O
0
0
0
0
O
b
O
x..I.
0
0
O
a
O
A=Pao weight (mg)
H
Q
Q
Q.
{I.
T
Tny wlor code:
Blank
�
A"•Ns�
14.9q
I'i.76
f2.55
13.iL
Iz.g3
IL.L4
14.1eO
L0.51
Date:
B=Pao+Mysid
weight (mg)
A.alyst:i`
11P•o1}
15,10
iq#4
1414
14.1i
13.$0
t5,a9
14 Cam-
-
Dow IIIL.IB.1I
C = Mysid weight (mg)
=B—A
l,zk
I.`t0
1.45
1.2D
I.2`i
t.2�
1.1$
t.31
Weigbt per i.ifial
.umber
of Mysids (mg)
- C I Initial number of
b
1S
$
1S
Sti
�b
^2
Myv&
0'
ti�
O,
O,
�'I.�
0.
D.
Q'
p
p•
Average weight per initial
Percent reduction from control
number of shrimp (mg)
15.01.
0.W60
Comment codes: c = clear, d = dead, fg = fungus, k = killed, to = missing, sk = sick, sm.- unusually small,
19 = unusually large, Mr = decanted and returned, w = wounded.
r
r.
RECEMD
Comments.
013
Calculations and data reviewed: A
I)CM-MIMCI Y
SOP AT44 — Exhibit AT44.1, revision 06-01-11

1®
ETS
1'� EnNronmemal Tertl,g Solutlanslnc.
Mysld Survival and Growth Test -Growth -Weight
Start Date: 11/8/2011 Test ID: AbFRCR Sample ID: Craven County Pilot WTP
End Date: 11/162011 Lab ID: ETS-Em4r. Testing Sol. Sample Type: DMR-Discharge Monitoring Report
Sample Date: Protocol: SWCHR-EPA-821-R-02-014 Test Species: AB-Americamysis bahia
3.125
0.2780
02520
02980
02780
02820
0.2980
0.3820
02860
6.25
0.3180
0.2780
0.3320
0.2580
02820
0.2560
0.2860
0.3720
12.5
0.2820
0.3020
0.2260
0.3360
0.2920
0.3300
0.3280
0.2740
25
0.2700
02680
0.28W
0.3260
0.2720
0.2700
0.3180
0.2860
50
0.2220
02400
0.2820
0.3400
0.2780
02W0
02620
0.2540
100
0.2560
02800
0.2980
0.2400
02480
02520
0.2360
0.2720
3.125
02943
0.9616
0.2943
0.2520
0.3920
13.011
8
0.679
2.359
0.0408
02961
0.9676
6.25
0.2978
0.9730
0.2978
0.2560
0.3720
13.431
8
0.476
2.359
0.0408
0.2961
0.9676
12.5
0.2963
0.9681
0.2963
0.2260
0.3360
12.377
8
0.563
2.359
0.0408
0.2961
0.9676
25
0.2863
0.9355
0.2863
0.2680
0.3260
8.022
6
1.141
2.359
0.0408
02863
0.9355
50
0.2678
0.8760
0.2678
0.2220
0.3400
13.112
8
2.209
2.359
0.0408
02678
0.8750
*100
0.2603
0.8505
0.2603
0.23e0
0.2980
8.199
8
2.642
2.359
0.0408
0.2603
0.8505
Auxiliary Tests
Statistic
Critical
Skew
Kurt
Kolmogorov D Test indicates normal distribution (p > 0.01)
1.02386
1.035
0.69714
OA983
Bartlett's Test indicates equal variances (p - 0.53)
5.11737
16.8119
Hypothesis Test (I4all, 0.05) NOEC LOEC ChV
TU MSDu MSDp
MSB
MSE F-Prob
df
Dunnetrs Test 50 100 70.7107
2 0.04085 0.13349 0.00227
0.0012 0.10118
6.49
Treatments vs D-Control
Linear Interpolation (200 Resamples)
Point % SD 95%CL Skew
IC05 19.343 14.300 1.355 50.163 0.9706
IC10 39.662
IC15 >100
1.0
IC20 >100
IC25 >100
0.9
IC40 >100
0.8
0.7
rS 0.6
C
0.5
d. 0.4
0.3
0.2
0.1
0.0
Dose -Response Plot
0.45
0.4
0.35
er 0.3
0.25
!! 0-2V 0.15
0.1
0.05
50 100 t50
Dose %
1-tail, 0.05 level
of significance
➢4'iyF{1'y'y
File: cresen-pilor_11-08-Ildne.zls
NOV 13 2013 Enlaed by: '.5
Reviewed by: Y\
DC41VmC"

:ETS
a
Environmental Testing Solutions, Inc.
Mysid Survival and Growth Test -Fecundity
Start Date: 11/8/2011 Test ID: AbFRCR Sample ID: Craven County Pilot WTP
End Date: 11/15/2011 Lab ID: ETS-Envir. Testing Sol. Sample Type: DMR-Discharge Monitoring Report
Sample Date: Protocol: SWCHR-EPA-821-R-02-014 Test Species: AB-Americamysis bahia
3.125
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
6.25
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
12.5
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
25
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
50
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
100
1.0000
1 DOW
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
3.125
1.0000
1.0000
1.3385
1.3181
1.3453
0.940
8
60.00
46.00
6.25
1.0000
1.0000
1.3385
1.3181
1.3453
0.940
a
60.00
46.00
12.5
1.0000
1.0000
1.3419
1.3181
1.3453
0.716
8
64.00
46.00
25
1.0000
1.0000
1.3419
1.3181
1.3453
0.716
8
64.00
46.00
50
1.0000
1.0000
1.3385
1.3181
1.3453
0.940
a
60.00
46.00
100
1.0000
1.0000
1.3453
1.3453
1.3453
0.000
8
68.00
46.00
Auxiliary Tests staastlo Critical Skew Kurt
Kolmogorov D Test indicates non -normal distribution (p c 0.01) 2.70961 1.035-1.7535 1.76715
Treatments vs D-Control
DoseAesponse Plot
0.9
0.8
0.7
F 0.6
9
? 0.5
U. 0.4
0.3
02
0.1
RECEIVED
NOV 13 2013
File: craven-pilot_11-03-1Idara.xls
Entered by: I.
Reviewed by:

Z
I
I:IEnvironmental Tasting SoETlutions,Inc.
Amedcrosrystf bahla Chronic Whole Effluent Toxicity Tat
EPA-821-R-02-014, Method 1007.0
Quality Control
Verification of Data Entry, Calculations, and Statistical Analyses
CH..'% Coen Cwoq' Pilot LVTP
Tat data: November OB-15,2011
Pro)ectnumberl 7481
c-a-l%)
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13.91
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0.312
0.216
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5
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14.54
15.97
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13.73
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13.17
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5
13.34
14.91
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13.42
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GG
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0.316
it
14.19
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0.326
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3
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3
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0.311
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5
S
1294
1437
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0.286
50%
00
f
1 5
km
1 n
0
0.361
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cal
I
Iz.S
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f
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n b .

! •�=�.�i izJ i
Environmental Testing Solutions, Inc
z
W
Craven County Pilot WTP
November 08-15, 2011
Americamysis bahla Chronic Whole Effluent Toxicity Test
EPA-821-R-02-014, Method 1007.0
Daily Chemical Analyses
Project number: 7481
Concentration
Parameter
Da I
Da 2
Da
3
Ds
4
Da 5
Da 6
Final
Initial
Final
Initial
Final
Initial
Final
Initial
Final
initial
FIuN
Initial
Final
H SU
7.80
7.79
7.63
7.76
7.66
7.98
7.74
7.92
7.54
7.98
7.78
7.90
7.72
DO m
7.9
7.7
8.1
7.7
6.9
7.7
8.0
7.8
6.2
7.6
7.7
7.6
7.7
Control
Salinityt
Alkalinity (m CaCO)
Tem eraturc
;24.8
24.6
25.6
25.3
25.5
25.7
25.4
25.5
94
25.4
26.2
25.2
25.4
25.3
25.9
25.2
25.2
95
25.2
25.8
25.5
25.4
25.3
25.9
25.5
25.2
25.5
25.5
25.7
H 3
7.81
7.99
7.67
7.79
7.63
7.93
7.81
7.91
7.59
7.93
7.83
7.93
7.69
DO m
7.8
7.8
7.9
7.8
6.4
7.6
8.0
7.8
6.3
7.8
7.6
7.7
7.6
3.125 %
Salinity t
24.5
24.6
24.3
24.71
24.8
25.8
24.9
25.61
25.1
25.9
25.2
26.4
25.2
25,5
Temperature
252
25.4
25.5
25.6
25.4
25A
25.3
25.4
25.4
25.4
25.31
25.4
25.4
25.3
H SU
7.76
7.86
7.94
7.75
7.77
7.73
7.98
7.86
7.92
7.67
7.90
7.88
7.99
7.76
DO m
7.9
7.9
7.8
7.8
7.8
6.3
7.5
8.0
7.8
6.3
7.8
7.6
7.8
7.6
625%
Salim t
24.6
24.5
24.3
24.7
24.8
26.1
25.1
26.2
25.1
25.6
25.3
26.0
25.5
25.9
Temperature C
25.3
25.4
25.6
25.5
25.4
25.4
25.3
25.4
25.4
25.4
25.3
25.6
25.4
25.3
H SU
7.71
7.95
8.00
7.84
7.73
7.84
8.01
7.94
7.90
7.83
7.94
7.92
8.04
7.83
DO m
7.9
7.9
7.8
7.8
7.8
6.5
7.6
8.0
7.8
6.9
7.7
7.6
7.9
7.7
12.5 %
Salinity t
24.9
24.5
24.3
24.8
24.7
26.0
25.2
26.1
25.0
25.7
25.4
26.1
25.6
26.0
Tem eramrc
25.31
25.3
25.5
25.5 25.4
25.4
25.3 25.3
25.5
25.5
25.2
25.6
25.4
25.4
H SU
7.62
8.06
8.07
7.96 7.67
7.95
8.02 8.07
7.88
7.95
7.77
8.07
8.08
7.98
DO m
7.8
7.7
.7.8
7.8 7.8
6.5
7.6 7.9
7.9
7.0
7.61
7.7
7.9
7.6
25%
Salinity t
24.8
24.4
24.3
25.0 24.7
26.0
25.0 26.0
24.9
26.0
25.1
25.8
25.5
26.1
Temperature
25.3
25.3
25.6
25.4 25.4
25.4
25.3 25.3
25.5
25.4
25.2
25.3
25.4
25.4
H SU
7.52
8.17
8.13
8.09 7.60
8.05
8.01 8.19
7.971
9.05
7.70
8.17
8.13
8.09
DO m L
7.8
7.7
7.8
7.8 7.8
6.7
7.6 7.8
7.9
6.8
7.3
7.8
8.0
7.6
50%
Salinity t
24.8
25.0
24.9
25.3 24.6
25.9
25.2 25.9
24.7
25.7
25.2
25.9
25.5
25.9
Temperature
25.4
25.2
25.6
25.41 25.4
25.3
25.2 25.6 25.6
25.4
25.2
25.3 25.4
25.4
H SU
7.49
8.18
8.161 7.981.7.541
8.03
7.98 8.10 7.831
7.97
7.61
8.12 8.11
8.02
DO m
7.5
7.8
7.9 7.9 7.6
6.9
7.6 7.8 7.9
6.5
7.0
7.9 8.0
7.5
l00 %
Salinityt
24.9
25.6
23.6 23.6 24.6
23.9
24.5 25.4 24.5
25.9
25.1
26.0 23.3
25.6
]00%
(ue-salted)
Temperature
H SU
25.5
j
23.3
25.6 23.5 25.3
7,93
7.37.8
1070
< 1.0
600
<0.10
23.5
25.3
25.2 23.2 25.7
8,30
1030
< I.0
590
<0.10
23.7
25.4
25.2
23.4 23.4
25.4
DO m
Conductivi hoslem
S Ilni t
Alkalinity m /L CeCOs)
Total Residual Chlorine m
File: craven-pilot_I1-08-11 chem
Entered by: M. Fields
Reviewed by:

a ET
i
Client: Craven County Pilot WTP
nelly rhemisb
Page 6 of 7
Date: It-04-IX _
Cone.
Parameter
Day
0
_
1
2
Analyst
Cw
CONTROL
PH S.U.
4.1io0O
q
la8
Do
.-+
Salim t
tJ.e
5.
S.
.S
�42
Alkalinity
(mg CaC
s
Temperature (C)
15•3
Y,•b
tS•S
tS.
. 5
2 . Z
H S.U.
I-Ig
3.12S%
Dom
110
.�
(P,
Salim t
24.5
NAO
IIQ
24.6
M6
Temperature C
U-?_
-M
ZS•S
1.S^.1e
-m.,A
is,
H S.U.
,
q
, TSIli-
3
6.25 %
DO
.10
1.0
U 1,6
Sarni t
Zl.v
ILK
K3
i14.,4
4.0
2(0
Temperature (OC)
IS•S
15.q
M.to
-is•S
-ISA
ZS.L{
H S.U.
.-T I
TTF-3-
5.50
}0
12.5%
Dom
Salim t
24.6
lhq..s
M
Temperature (0c)
"is .3
-L"S
2S.$
Z5.5
LS.`1
LS.
H S.U.
q loL
9•
0vikwo95
25%
DO
i=
� •�
Salinity t
50
24•1
Zb.O
Temperature (*Q
Z.S.
-is•3
1S.1.
ti.`i
-M.14
ZS
H S.U.)
1152
9•
1-0S.oS
50%
DO m
"D
+00
qk(0.
Salina t
y+.8
.O
91.0
AS
0
25•
Temperature C
2S.
TS.2
U.6
'S•
IS-5
H S.U.
,
5
03
100%
DO (m
5
1.01
110
(a.q
Salted
Salina t
P1.
S•t0
AS.to
10o
.q
Temperature (*C)
25 S
-LS•6
AS•(a
-Is.S
ZS.S
2S•3
100%
Un-Salted
H S.U.
1:
q3
DO
.5
73
S I
1040
(000
Cp.(U
25.5
Salina t
1.0
1000
Sell
40•/0
Conductivity
mbos cm
Alkalinity
(mgtaco
TRChlorine
(mg/L)RECEWRn
Temperature C)
ZS•S
him/ 1 4 9nii
Iultml
Final
Initial Final
Initial
Final
DCM-MMD C:TY SOP AT44 -Exhibit AT44.1, revision 0"1-11

w. WETS
FIINIMIMM•IRNn95eluXenMIM.
' F
Client: Craven County Pilot WTP
Page 7 of 7
Date: 11- o k - +
Cone.
Parameter
Day
3
4
5
6
Analyst
Mv,
CONTROL
pH S.U.
e
1--om
DO m
8.0
-%
SalinityA9.k
%SA
2 .2
y5,6
-1
s 2
ZS.
Alkalinity
caco3/L)
1<
q5
..
�q
,+yam
Temperature ("C)
-LS.-x,
-is •
iS.S
IS •S
x S.U.
.q
514.4�i
:D3
, 3
3.125%
DO m
'3.W
QA
-$
b•
•3
4,(p
,f0
Salinity t
q
I u.b
F �&I
2S
jasa
2 b•
ZS, Z
25.5
Temperature (0a
iS•j
ZS•`�
73•
15.3
15•yl
t
4c-
H S.U.
I-S(.
L
.b'4
0-
6.25%
DO (mgp
11.19
S.o
t0•
B
I�k
salinity t
I
Zvs
A5.
45.3
2tn.0
ZG.5
Zs.6
Temperature (0Q
IS•3
z$-9
os•,
-K-1
U-1.
iS.y
't5.3
H S.U.
q
-°
,90
Tazi
17
i^}eiZ
�•
12.5%
DO
'}.to
0
9
U•8
Salinity t
.2
(04
a(5A
ZS
Z3.
20.1
?S�fo
?to.0
Temperature C)
IS.1
is -
25 $
Is.
'K.2_
IS•y
-G.
H S.U.
$.d
0
25%
Dom
IAA
4,0
•b
.1
•10
Salinity ( t)
Z5
Zv.O
•p
25.1
(9
Z S
2b.
Temperature C)
-a .31
74-
U-
?S•
'ls•,-
is.&
U-
i5•
H S.U.
0.01
S.1
. 8I
0.06
4.
l
t3
50%
DO m
'V.A
q.
i0
p1-110
Salini t
aq
25.a
5.2
ZS.
5.S
z5
Temperature C
25•'t-
-S•b
-IS.6
-n.
YS•2-•
1S•3
IS.
2S•
H S.U.
8.10
• 3
3'
I
+
l
100%
DO
}.
(e95
O
0
Salted
Salinity t
AY.S
25.4
zS.9 15.1
2 0
5.3
pS,V
Temperature C)
ZS•Z -LS Z
zi'7
25•Z
100%
Unsalted
H S.U.
DO
Salinity t
-Q
LI.O
030
qO
<D•
-1
Conductivity
(limhos/cm)i
Alkalinity
(Mg CoC0
TR Cblorine
Temperature C)
Final Initial
Final Initial
Llitial Final
Initial
Final
`,VUIrru 9 G,.J
U-IH-II
NOV 13 Z013
SOP AT44 -Exhibit AT44.1, revision 06-01-11
DC34-MM CITY

Appendix C
REFERENCE TOXICANT TEST
CONTROL CHART INFORMATION
Craven County Pilot WTP Study
November 08 —15, 2011
10 NOV 13 Z013
Df-V!Mncrry

f•
C
•
ID
�
Environmental Testing Solution s,Inc.
0.6
0.5
0.4
U 0.3
bA
UU 0.6
0.5
0.4
0.3
Americamysis bahia
Chronic Reference Toxicant Control Chart
USEPA Control Limits (f 2 Standard Deviations)
.................... Y
USEPA..Warning und.Control.Gimits.(7S..and.9d- Percentile CVS) .`
o, 0iov309�s�o �y�o��bo�tiyoti�Yo o ,oa�tioy��� �ti� ��oy♦3s,����a>>A�,,
Test date
7-day IC2. = 25% inhibition concentration. An estimation of the concentration of potassium chloride
that would cause a 25% reduction in Americamysis growth for the test population.
— — Central Tendency (mean IC25)
—.._.. Warning Limits (mean IC25 f SA 75) ! RECENED
Control Limits (mean IC25 t Sayo or 2 Standard Deviations)
DCV-,W,ID MY

Americamysis bahia
ST Chronic Reference Toxicant Control Chart
Environmental Testing Solutions, Inc.
Test number Test date 7-day IC, CT S Control Limit SA.75 Warning Limit
(g KCYL) (g KCVL) CT-2S CT+28 CT-SA.75 CT+SA.75
1
04-13-10
0.348
2
06-08-10
0.378
0.36
0.02
0.32
0.41
0.12
0.25
0.48
3
07-13-10
0.403
0.38
0.03
0.32
0.43
0.12
0.26
0.50
4
09-14-10
0.409
0.38
0.03
0.33
0.44
0.12
0.26
0.51
5
10-05-10
0.396
0.39
0.02
0.34
0.44
0.12
0.26
0.51
6
12-07-10
0.394
0.39
0.02
0.34
0.43
0.12
0.26
0.51
7
01-18-11
0.378
0.39
0.02
034
0.43
0.12
0.26
0.51
8
01-25-11
0.390
0.39
0.02
035
0.43
0.12
0.26
0.51
9
02-15.11
0.397
039
0.02
0.35
0.42
0.12
0.26
0.51
10
03-08-11
0.327
0.38
0.03
033
0.43
0.12
0.26
0.50
11
04-05-11
0.398
0,38
0.02
0.33
0.43
0.12
0.26
0.51
12
04.12-11
0.386
0.38
0.02
0.34
0.43
0.12
0.26
0.51
13
05-10-11
0.408
0.39
0.02
0.34
0.43
0.12
0.26
0.51
14
06-07-11
0.404
0.39
0.02
034
0.43
0.12
0.26
0.51
15
07-12-11
0.421
0.39
0.02
0.34
0.44
0.12
0.26
0.51
16
08-16.1I
0.418
0.39
0.02
0.34
0.44
0.13
0.27
0.52
17
09-13.11
0.415
0.39
0.02
0.34
0.44
0.13
0.27
0.52
18
10-04-11
0.402
0.39
0.02
0.35
0.44
0.13
0.27
0.52
19
10.18.11
0.418
0.39
0.02
0.35
0.44
0.13
0.27
0.52
20
11-08-11
0.367
0.39
0.02
0.34
0.44
0.13
027
0.52
SA.aa Control Limit CV
CT - SA.ss CT + SAss
0.15
0.22
0.51
0.06
0.15
0.23
0.53
0.07
0.15
0.23
0.54
0.07
0.15
0.23
0.54
0.06
0.16
0.23
0.54
0.06
0.15
0.23
0.54
0.05
0.15
023
0.54
0.05
0.16
023
0.54
0.05
0.15
0.23
0.53
0.07
0.15
0.23
0.54
0.07
0.15
0.23
0.54
0.06
0.15
0.23
0.54
0.06
0.15
0.23
0.54
0.06
0.16
0.23
0.54
0.06
0.16
0.23
0.55
0.06
0.16
0.24
0.55
0.06
0.16
0.24
0.55
0.06
0.16
0.24
0.55
0.06
0.16
0.24
0.55
0.06
Note: 7-d IC= = 7-day 25% inhibition concentration. An estimation of the concentration of potassium chloride that would cause a 25% reduction in Americomysis growth for the
test population.
CT = Central tendency (mean IC25).
S = Standard deviation of the IC, values.
Wt�
SA.73 = Standard deviation corresponding to the the 75'a percentile Cv. (SA 75 = 0.32)
ry t�i
SAao - Standard deviation corresponding to the the 90'" percentile CV. (SAyo - 0.40)
e
CV = Coefficient of variation of the IC, values.
ir..s
USEPA. 2000. Understanding and Accounting for Method Variability in Whole Effluent Toxicity Applications Under the National Pollutant Discharge Elimination Program. EPA-833-R-00-003, US Environmental Protection
Agency, Cincinnati, Olt.
abkcicr 110811.x1m

OETS
•
•
•
s
Environmental Testing Solutions, Inc.
0.75
30
20
10
0
40
30
20
10
0
Americamysis bahia
Chronic Reference Toxicant Control Chart
Precision of Endpoint Measurements
iJSEPA Acuiepfsnce Criteria (> 0.264 pea sunvivmg .. .. ..
3
USBPA Upper PMSD Bound (90' percentile < 32.06%)
�t'°^ o ��o FN oti" 'oS" o°r°y WN o��®`�0^ a� ��oN��p9
Test date
—+— Control Reproduction, Coefficient of Variation (CV), or Percent Minimum Signific erence
(PMSD) PMSD is the minimum significant difference between the control and treatment tlla
declared statistically significant.
— — Central Tendency (mean Control Growth, CV, or PMSD) NOV1 3 2013
.............. Control Limits (mean Control Growth, CV, or PMSD t 2 Standard Deviations)
Dr""�f'.1_'_L1n C'T11

e
*ETS
•
Environmental Testing Solutions, Inc
Precision of Endpoint Measurements
Americamysis bahia
Chronic Reference Toxicant Data
Test number Test date Control Control Mean Survival Growth CT CV CT MSD PMSD CT
(°A) (mF(shrimp)
for Control Growth for Control
(mWshrimp) �°) Growth CV (%)
(%) for PMSD (%)
1
04-13-10
97.5 0208
20.1
0.03
16.6
2
06-08-10
l00 0206 0207
9.5
14.8
0.02
8.0
12.3
3
07-13-10
100 0.218 0211
9.6
13.1
0.02
9.3
11.3
4
09-14-10
100 0206 0.209
6.4
11.4
0.02
8.7
10.6
5
10-05-10
100 0262 0220
5.6
10.2
0.02
6.1
9.7
6
12-07-10
100 0.254 0.226
11.1
10.4
0.02
8.7
9.6
7
01-18-11
100 0234 0.227
14.3
10.9
0.03
11.8
9.9
8
01-25-11
100 0.237 0228
9.7
10.8
0.02
9.7
9.9
9
02-15-11
100 0230 0228
8.3
10.5
0.02
9.2
9.8
10
03-08-11
100 0225 0228
12.6
10.7
0.03
14.1
10.2
11
04-05-11
100 0.242 0.229
13.7
11.0
0.03
11.4
10.3
12
04-12-11
100 0.322 0237
10.9
11.0
0.03
8.9
10.2
13
05-10-11
100 0.233 0237
12.0
ll.1
0.04
16.6
10.7
14
06-07-11
100 0.270 0.239
10.0
11.0
0.02
8.0
10.5
15
07-12-11
100 0.233 0.239
15.0
112
0.03
15.0
10.9
16
08-16-11
100 0.331 0.244
9.4
11.1
0.04
11.1
10.8
17
09-13-11
100 0.206 0242
15.1
11.4
0.03
15A
11.1
18
10-04-11
100 0262 0243
7.6
112
0.03
10.1
11.0
19
10-18-11
100 0.200 0241
14.6
11.3
0.03
15.4
11.3
20
11-08-11
100 0269 0242
9.2
11.2
0.02
7.3
11.1
Note:
CV =
Coefficient of variation for control growth.
Lower CV bound determined by USEPA (1& percentile) = 8.9%.
Upper CV bound determined by USEPA (9& percentile) = 28%
MSD =
Minim= Significant Difference
PMSD =
Percent Minimum Significant Difference
PMSD is a measure of test precision. The PMSD is the minimum percent difference between the control and
treatment that
can be
declared statistically significant in a whole effluent toxicity test.
Lower PMSD bound determined by USEPA (10- percentile) = 11%.
Upper PMSD bound determined by USEPA (90'° percentile) =37%.
CT =
Central Tendency (mean Control Growth, CV, or PMSD)
USEPA 2000. Understanding and Accounting for Method Variability in Whole Effluent Toxicity Applications Under the National Pollutant Discharge Elimination
Program. EPA-833-R-00-003. US Environmental Protection Agency, Cineumad, OH.
USEPA. 2001a, 2001b. Final Report: Intedabmatory Variability Study of EPA Short-term Chronic and Acute Whole Effluent Toxicity Test Methods, Volumes 1 and 2
Appendix. EPA-821-B-01.004 and EPA-821-B-01-005. US Em ironmrntal Protection Agency, Cincinnati, OH.
RECEIVED
NOV 13 2013
abkcicr_I 1081 Lxlsx
D,' M-VmjC!TY

:ETS
Page 1 of 6
Potassium Chloride Chronic Reference Toxicant Test
(EPA-821-R-02-014, Method 1007.0)
Species: Americamysis (Mysidopsis) bahia
AbKCICR Test Number: &Z
Dilution preparation in ornurtion:
Comments:
C1 Stock INSS number:
I K1 & 1000
ock preparation:
50g KCVL: Dissolve 5o g KCIin 1-L
Deicniud water
ution prep (mglL) 250
375
500
750
1000
ck volume (mL) 5
7.5
10
15
20
volume (mL) 995
992.5
990
985
9go
Wvolume(mL) I000
1000
]000
1000
1000
Test organism in ormation:
Test information:
vov"
O anism
Date and times organisms
�D _
1l-ol• 11 Tr Meg moT-
Randomizing template:
Incubator number and
t
were bom between:
PtW.I twn,
shelf location:
Organism source:
AeL bars A Ae t\ w-0
Artemia CHM number:
CIIM 3
Drying information for weight
determination:
Transfer bowl information:
pH = l .lq S.U.
'Date / Time in oven:
I • S-11
Temperature = 25. 0 °C
Initial oventemperature:
100 • (
Average transfer volume:
o . 0$&&
Date / Time Qut of oven
-1 •1 t
Final oven temperature:
o •(
Total chying time:
Daily feeding and renewal information:
J VT'e_
n4 b
Zt5
Day
Date
Morning feeding
Afternoon feeding
Test initiation, renewal,
Salt Sw
or termination
batch used
Time
I Analyst
L Time
I Analyst
Time
Anal at
0
t -a •t
IL. In
t
11.6+11 A
, . -
1
-1
d$00
I`i00
1l• 0q• If A
2
3
11- •t
80o
1 • o -1 .
1 -1 1
m3o
+33o
Ioo
u•o -tit
'
u-lz•I
3S
l
1 Oo
1 •01•11
5
n•+3a
iso
1jS0
(,
1-ot • II
6
1 h t -1
OIvIS
+b`ij
10 5
I I.0 -,
7
n-ts•1�
I ozo
Control information:
%Mortah : 7,
Average we' initials
Average weight per surviving shrim : 0 , 26
Acceptance cracria
s20v,
2 0.2SO
0 mg/staimp
Summary
7-dayy
NOW
o test en Dints:
2
LOEC
M
ChV
3pb.Z
ICU
3d6.4
RECEIVED
NOV 13 2013
SOP AT44 — Exhibit AT44.1, revision 06-01-11
DC?,1- "D CITY

� :ITS
Survival and Growth Data
Page 2 of 6
AbKCICR Test Number: 62
Day
CONTROL
250 ma KCVL
A
B
C
D
E
F
G
H
I
J
K
L
I M
N
O
P
S
S
5
S
S
5
S
S
S
5
S
5
5
S
S
S
S
S
S
S
S
S
S
S
2
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5
3
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
4
5
S
S
S
S
J
S
S
S
S
S
5
5
S
S
S
5
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
6
S
5
S
SIT
S
S
S
5
S
S1
S
S
S
S
S
.7
5
S
S
S
S
S
S
S
S'
S
S
S
S
S
S
S
X remales M eggs in
broaddue
X remalm with developing
'm moducss
X immamn hmalm
X males
A=Pan wdghr(mg)
r
y4r 1
D
Anle}.rA
Dase: io•ts•n
13.3{
f3.ol
tj,[�5
1¢.i3
t3.(.(,
t4.Lz
13.39
1i.2(,
11.7$
lk.oi
1¢Lg
17�.:a}
B=Pan+Shrimp weight
(MCI
Aiml Ktv
An.yst:a _
Dvtc
14.55
Islz
1531
15.g514,08,14.1b
(4.8a
15:}f
15,Z5
15.6N
14,E
15.15
la,b(a
I5.4$
Ib32
I4BS
C- Shrimp neighi (mg)=
B-A
m.a ealenrme.
I'2'�
JAI
1.3`41.3g
1.4z.
1.�Q
I.7.9
a y
Anin
RW number
mbm nr
f.
`
tO0anNo
s
0.
`6
AVg,�yl
;;;Average
'va�
if�I/4%J�LLV
e(E%�
e'
0"
b'
0'
o'
0'
Average weight per initial
Average weight per initial
Percent reduction from control
number ofshrimp(mg)
�`�
number of shrimp (mg)
(%)
�.-�. . o - wcar, a = aeaa, rg = nmgus, K = Kurea, m = lmssmg, sk = sick, sm = unusually small,
lg = unusually large, d&r = decanted and returned, w = wounded.
Comments:
DFr`CI\ILT
NOV 13 2013 SOP AT44 - Exhibit AT44.1, revision 06-01-11
DC14f-MHDCITY

TTS
FnNranmmvlTWnq SeluMnL IM.
Survival and Growth Data
Page 3 of 6
AbKC1CR Test Number: dZ
Day
375 m KCVL
500 ing KCUL
Q
R
S
T
U
I V
W
X
Y
Z
AA
BB
CC
DD
I EE
I FF
°
5
S
5
5
5
5
S
S
5
S
5
S
S
S
S
S
3
z
s
S
,yea
S
`'A
y
5
S,
2
`�
3
`i
'1
a
i
3
S
S
3�
�{
`;
`1
S
S
1
I`
y
3
y
S
1
z
4
S
S
3
LI
`i
S
I
I
y
ZId
4
Zi4
1
7-
5
S
5
3
y
S'S
l
y
l
z
I
Z
6
�{
s
a
�►
3
-3 tatS
S
►
1
y
I
Z
z
y
q `°I
M female, wilh eggs in
brood...
N female, with developing
ora in "ad,
a itarnow a femalm
Of e,alm
A -Pan weight (mg)
rrry c.brat-.cL%
15k4
14.4�
14.gt
tt.gt
ti.et
If.4)
1s.te
(3,,q
Ia.S
u.}t
t3.t9
15.E
14.0;
q.}t
14.4}
15. }
Data:
DLLe: [3--It
B-Pa. ♦ shrhup weight
Iy.Iq
13�3
13.210
W.2$
14.16
13AA
5
�.iV
13.g2
15y 1
14.411
1421
14.-4
15.98
Da II
C - shr®p weight (mg) -
B-A
t.tk
I.oS
a.-t�
I.V3
0.64
o,gS
1.11
I.Iq
0.75
0.q9
0.'Iq
0.S1
6.41
0A9
6.m
0-?'IAnalpa
Hand Calculated.
Weight per Initial number
.(shrimp (mg)
-C/I.hi.l.ombe'.r
shrimp
B..d ealeul.letl
3
Anaiy,l: -�
D•
o•
p.
6.
0.
0.
0.
0.
0.
o•
0\
o.
0.
vY
0.
0.
Average weight per initial
Percent reduction from control
Average weight per initial
Percent reduction from control
number ofOimZ(mj
ll
(o/0) 15 �►[.
number of shrimp
o. �' �.-
M
179.s7.a
comment cones: c = clear, d = dead, fg zz. fungus, k = killed, an = missing, sk no sick, sm = unusually small,
lg = unusually large, d&r = decanted and returned, w = wounded.
Canlvnents: REMED
NOV 13 2013
DC'.�f-!NHD CITY SOP AT44 - Exbibit AT44.1, revision 06-01-11

T
i
Survival and Growth Data
Page 4 of 6
AbKC1CR Test Number: 82-
■�■■■■■■■moo■■■■■
Average weight per initial
Percent
number of shrimp (mg)
,.reduction.
i-omment codes: c = clear, d = dead, fg = fungus, k = killed, to = missing, sk = sick, sm = unusually small,
lg = unusually large, d&r = decanted and returned, w = wounded.
Comments: RHrMRn
NOV 13 2013
SOP AT44 — Exhibit AT44.1, revision 06-01-11
DCM-MHD CITY

TTS
Statistical Analyses
Mysld Survival and Growth Tost-7 Day
Survival
Start Date:
11/8/2011
Test ID:
AbKCICR Sample ID:
REF -Ref Toxicant
End Date:
11/152011
Lab ID:
ETS-Envir. Testing Sol. Sample Type: KCLfotassium chloride
Sample Date:
Protocol:
SWCHREPA-821-R-02-014 Test Species: AB-Ame icsmysis bohia
Comments:
Co o-mg0.
1
2
3
4 5 6 7
6
D-Control
1.0000
1.0000
1.0000
1.0000 1.00W 1.0000 1.0000
1.0000
250
1.0000
1.0000
1.00W
1.0000 1.0000 1.0000 1.0000
1.0000
375
0.8000
0.8000
0.8000
0.8000 0.6000 0.6000 0.8000
0.8000
500
0.2000
0.2000
0.6000
0.2000 0.4000 0.4000 0.2000
0.2000
750
0.0D00
0.0000
0.0000
0.0000 0.0000 0.0000 0.0000
0.0000
1000
0.0000
0.0000
0.0000
0.0000 0.0000 0.0000 0.0000
0.0000
Transform: Aresin Square
Root
Rank
1-Tailed
Number
Total
Cone-mglL Mean N-Moan
Mean
Min
Mu
CV%
N
Sum
Critical
Resp
Number
D-Control 1.0000 1.0000
1.3453
1.3453
1.3453
0.000
a
0
40
250 1.0000 1.0000
1.3453
1.3453
1.3453
0.000
8
68.00
48.00
0
40
'375 0.7250 0.7250
1.0242
0.8861
1.1071
11.171
8
36.00
48.00
11
40
*500 0.3000 0.3000
0.5717
0.4636
0.8861
28.262
8
36.00
48.00
28
40
750 0.0D00 0.0000
0.2255
0.2255
0.2255
0.000
8
40
40
1000 0.0000 0.0000
0.2255
0.2255
0.2255
0.000
8
40
40
Auxiliary Tests
Statistic
Critical
Skew
Kurt
Shapiro-Wilk's Test Indicates non -normal distribution (p - 0.01)
0.85464
0.904
0.93279
2.73495
Equality of variance cannot be confirmed
Hypothesis Test (1-tail 0 05)
NOEC
LOEC
ChV
TU
Steers Many -One Rank Test
250
375
306.186
Treatments vs D-Control
Maximum Ukellhood-Probit
Parameter Vale SE
95% Fiducial Limas
Control
ChISq
Critical
P-value
Mu Sigma
Iter
Slope 10.6975 1.6301
7.50255
13.8925
0
0.90533
7.01472
0.80964 2.63983 0,09348
4
Intercept -23.24 4.30477
-31.677
-14.802
TSCR
Point
Probbs mg/L 96% Fiduclal Limits
EC01
2.674 264.466 211.184 300.322
EC05
3.355 306.249 259.135 337.763
EC10
3.718 331.158 288.555 360.161
EC15
3.964 349.099 309.93 376.5
A
EC20
4.158 364.049 327.729 390.393
c
EC25
4.326 377.364 343.492 403.096
S
EC40
4.747 413.191 384.433 439.493
!
EC50
5.D00 436.349 409.099 465.53
8
E060
5253 460.804 433239 495.511
EC75
6.674 504.527 472229 554.723
EC80,
5.542 523.008 487.56 581.443
EC85
6.036 545.405 505.52 614.873
EC90
6.282 574.953 528.44 660.465
E095 6.645 621.719 563.438 735.475 1 10 100 1000
EC99 7.326 719.945 633.651 902.513 Dose mg/L
Dose -Response Plot
NOV 13 Z013
DC4I M CnY
File: AkCIo_IIWIt.zlu
Edaed by 1 3
ReNevM by: `�1°r

ST®•
Statistical Analyses
_
ItEnhronmurcalTaatlg SaYMpn4Yc
Mysid Sumlval and Growth Test-Growth-Welght
Stan Date: 11/82011
Test ID: AbKCICR Sample 10: REF -Ref Toxicant
End Date: 11/152011
Lab ID: ETS-Envir. Testing Sol. Sample Type: KCL-Potassium chloride
Sample Date:
Protocol: SWCHR-EPA-821-R-02-014 Test Species: AS-Amencamysis bahia
250 0.3180 0.2580 02720 0:2780 0.2760 02840 0.2880 02560
375 0.2360 0.2100 0.1540 0.2460 0.1280 0.1700 0.2340 02280
500 0.0460 0.0860 0.1480 0.0740 0.0820 0.0980 0.0600 0.0620
760 D.D000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
250
0.2788
1,0353
02788
02560
0.3180
6.987
8
-0.854 1.761 0.0196 02740
1.0000
375
0.2008
0.7456
0.2008
0.1280
0.2460
21.995
8
0.2008
0.7327
500
0.0820
0.3045
0.0820
0.0460
0.1480
38.210
8
0.0820
0.2993
750
0.0000
0.0000
0.0000
0.0000
0.00D0
0.000
a
0.0000
0.0000
1000
0.0000
0.0000
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Auxiliary Teats Statistic Critical Skew Kurt
Shapiro-Wilk's Test Indicates normal distribution (p> 0,01) 0.96531 0.844 025456 -0.0409
F-Test mdb,tea. ennal rn c n 551 1 AnA55 a BA531
Treatments vs D-Control
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Point mg/L SD 96%CL Skew
IC05 273.38 9.06 256.85 286.61 5A1320
IC70 296.76 10.58 280.90 32322 0.6833
IC16 320.14 15.13 298.66 359.83 0.8818 1.0
IC20 343.52 17.61 318.30 382.25 0.3973 0.9
IC25 366.89 16.50 335.37 394.62 -0.2276
IC40 41326 11.70 38723 431.89 -0.6775 0.B
IC50 - 442.11 10.07 419.41 459.54 -0.1660 07
Z 0.6
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RECEIVED
NOV 13 2013
DCM-MgD CITY
File: abkcla 110811.xisx
E vi by. 1. Slynper
Reviewed by: �,�I_

• Americamysis bahia Chronic Reference Toxicant Test
EPA-821-R-02-014, Method 1007.0
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EnWeonmanml Testing solutions, me. Quality Control
Verification of Data Entry, Calculations, and Statistical Analyses
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PhISD: 73 PMSD- Percent Minimum Sienihum Difference
PMSD ix a mwure often precision. The PMSD s the minimum pmcw diffemnce between the wntmI and treatment tlut can be
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Lower PNW bound detmmined by USEPA (loth percentile) -11%.
Upper PMSD beund de etmincd by USEPA (9M percentile)- 37%.
Lower and upper PMSD bouels were detesminM born the 10th and 901h percentile, respvah cly, afPMSD data horn EPAY WET
bwlabmamry Variability Surly (USEPA, 2001 a: USEPA, 2WI b).
USEPA. 20°li,2Wlb.Find Report: imerlabamue, Variability SNdy ofuA Shut -term Chronic arW Acute Whole ERluent Toxicily Teti Methods, Volumes 1 and 2-Appendix.EPA-811A-01.004 and EPA-821-D-01-
005. US Environmental Protection Apnq, Cincinut4 OH.
NOV 13 2013 Fdc: abloclm_I10911.4sx
ENernd by: 3 S rur
P,,A.ed by:
DCM NMD C77y

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Page 5 of 6
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f RECLift
Nov 13 2013 ;
SOP AT44 -Exhibit AT44.1, revision 06-01-11

Page 6 of 6
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RECEIVED
NOV 13 2013
DCM-MHDCny
SOP AT44 -Exhibit AT44.1, revision 06-01-11

Appendix E. Preliminary Jurisdictional Determination
RECEIVED
NOV 13 2013
DC!b1--MgD CITY

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2013-02022 County: Craven U.S.G.S. Quad: Havelock, NC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Procerty Owner: Mr. Jack Veit
Craven County
Address: 406 Craven Street
New Bern, North Carolina
28560
Property description: Multiple sites primarily forested or residential areas with small wetlands or intermittent streams.
Size (acres) 900 Nearest Town Havelock
Nearest Waterway Otter Creek River Basin Neuse River
USGS HUC Lower Neuse. 3020204 Coordinates N34.969589: W76.960105
Location description: The project area is located north of northeast of Highway 70 and east of the City of Havelock
primarily between Manners Beach Road and Stately Pines Road in Craven County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be wetlands on the above described project area. We strongly suggest you
have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final,
ajurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five yearsA&6)filIlWate of this
notification.
Page Iof2 NOV 13 2013
DCM=CffY

_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ms. Emily Greer at910-2514567.
C. Basis For Determination This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement to the 1987 Wetland Delineation
Manual as well as evidence of an Ordinary High Water Mark in assessed streams. The project waters are a broad
continuum of wetlands and streams connected to the Neuse River.
D. Remarks None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 19 December 2013.
**It is not necessary to submit an RFA forth to the Division Office if you do not object to the determination in this
correspondence.** Dgiiwny H9ne M GREEn.rMarc13e5325w
GREER.EMILY.C.1385325300`'w US c�c aEM,Emr°c".°3a nvoo aKt
Corps Regulatory Official: DMz2013.10.21 ionw+ W
Date: 21 October 2013 Expiration Date: 21 October 2018
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit httt),//t)er2.nwi).usace.almy.mil/survey.htmI to
complete the survey online.
Copy furnished:
Ms. Kim Williams
3805 Wrightsville Ave., Suite 15 RECEIVED
Wilmington, North Carolina 28403
NOV 13 2013
DC"d-V.uD CITY

Applicant--W.
NOf11 RATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
Jack Veit I File Number: SAW-2013-02022 Date: 21 October 2013
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission
A
❑
PROFFERED PERMIT Standard Permit or Letter of ermission
B
❑
PERMIT DENIAL
C
E]J
APPROVED JURISDICTIONAL DETERMINATION
D
NJ
PRELIMINARY JURISDICTIONAL DETERMINATION
E
Additional infornatm may be found at
Corns roeulations at 33 CPR.Pail 331.
ins regarding an administrative appeal of the above decision.
arm mil/inU/tanctioTis/ew/ceewo/rcgor
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice. RECEIVED
NOV 13 2013
CITY

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION JI;-RL UES7 FOR APPEAL or OBJECTIONS TO AN INITIALPROFFERED _PERMIT _
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this fort to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF, CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Ms. Emily Greer
CESAD-PDO
2407 West 5'" Street
U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina
60 Forsyth Street, Room 10M15
27889
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of ellant or agent.
For appeals on Initial Proffered Permits send this form to.
District Engineer, Wilmington Regulatory Division, Attn: Ms. Emily Greer, 2407 West 5u' Street, Washington,
North Carolina 27889
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10MI5, Atlanta, Georgia 30303-8801
Phone: [phone].
RECEIVED
NOV 13 2013
DCM-V—�DC'-'.'Y

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): October
15, 2013
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Mr. Jack Veit, Craven County, 406
Craven Street, New Bern, North Carolina 28560
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Craven Co / Craven Potable Water, SAW-2013-
02022
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State: NC County/patish/borough: Craven City: Havelock
Center coordinates of site (lat/long in degree decimal format): Lat. 34.969589' Pick List, Long.-76.960105' Pick List.
Universal Transverse Mercator:
Name of nearest water body: Otter Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters: 2300 linear feet: vaious width (ft) and/or acres.
Cowardin Class: Riverine, Palustrine-Forested
Stream Flow: Perennial to Intermittent
Wetlands: 10 acres.
Cowardin Class: Palustrine-Forested
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal:
Non -Tidal: Neuse River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 8 May 2013
1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the
permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and
obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who
requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP
or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is
hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary
JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an
approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an
approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the
applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the
terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes
the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is
practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies
on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any
Federal court; and (7) whether the applicant elects to use either an approved JD or a prelim au .1% will be processed
as soon as is practicable. Further, an approved JD, a proffered individual permit (and all tes and con r ions contained
therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any
NOV 13 2013
DC`r -VLT C.'TY

administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it
becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official
delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is
practicable.
This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in
case file and, where checked and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicanticonsultant: maps, plans.
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report. *Amended forms
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24K Havelock, NC.
® USDA Natural Resources Conservation Service Soil Survey. Citation: MRCS soil survey.
® National wetlands inventory map(s). Cite name: USFWS NWI.
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Google Earth 2013.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
Mgftally egne by
GREER.EMILY.'- DN: "',02�- ,H° L
C.1385325300 =BEERIMU.C1853353W
WW:2013.10.311 U.07M-0 W
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)
RECEIVED
NOV 13 2013
DC bf-NHD C1Ty

Site
Cowardin
Estimated amount of
Class of aquatic
number
Latitude
Longitude
Class
aquatic resource in
resource
review area
Wetland
34.964077
-76.945358
Palustrine
0.2 a
404 Wetland
A
Forested
Stream
34.969903
-76.959811
Riverine
100 If
RPW to TNW
A
Wetland
34.967969
-76.962177
Palustrine
0.2 a
404 Wetland
B
Forested
RPW C
34.964088
-76.958837
Riverine
100 If
RPW to TNW
RPW D
34.963811
-76.956755
Riverine
100 if
RPW to TNW
Wetland
34.963846
-76.953869
Palustrine
0.2 a
404 Wetland
E
Forested
Wetland
34.964259
-76.954107
Palustrine
0.2 a
404 Wetland
F
Forested
Wetland
34.965736
-76.951667
Palustrine
0.2 a
404 Wetland
H
Forested
Stream 1
34.964748
-76.951677
Riverine
100 If
RPW to TNW
Stream 1
34.964367
-76.951673
Riverine
100 If
RPW to TNW
Wetland
34.964927
-76.950176
Palustrine
0.2 a
404 Wetland
K
Forested
Wetland
34.972336
-76.936517
Palustrine
0.039 a
404 Wetland
L
Forested
Diffuser
34.97421
-76.94266
Riverine
1118 if
TNW
Wetland
34.97421
-76.94266
Palustrine
0.2 a
404 Wetland
M
Forested
Wetland
34.95422
-76.94206
Palustrine
0.026 a
404 Wetland
P
Forested
Wetland
34.95392
-76.94220
Palustrine
0.2 a
404 Wetland
Forested
Wetland
34.95199
-76.93684
Palustrine
0.2 a
404 Wetland
S
Forested
Stream
34.95383
-76.94222
Riverine
100 If
RPW to TNW
Wetland
34.95152
-76.93679
Palustrine
0.2 a
404 Wetland
R
Forested
Stream
34.95139
-76.93663
Riverine
100 If
RPW to TNW
R
Wetland
34.96609
-76.95284
Palustrine
0.24 a
404 Wetland
G
Forested
Stream
34.96592
-76.95300
Riverine
100 if
RPW to TNW
G
RPW
34.95720
-76.95004
Riverine
0.2 a
RPW to TNW
v
RPW
34.96178
-76.94718
Riverine
100 If
RPW to TNW
2
Well
34.96790
-76.96481
Upland
1.0 a
Upland
Site FB3
Well
34.96299
-76.94660
Upland
1.0 a
Upland
Site SB2
Well
34.97034
-76.95707
Upland
1.0 a
UQaandD
Site FB2
l E
nUY 1 J CU13
DC 41-MHD CI7y

Site
Cowardin
Estimated amount of
Class of aquatic
number
Latitude
Longitude
Class
aquatic resource in
resource
review area
Well
34.96256
-76.95455
Upland
1.0 a
Upland
Site SB3
Well
34.96485
-76.95921
Upland
1.0 a
Upland
Site FB4
Well
34.96607
-76.55269
Upland
1.0 a
Upland
Site 17135
Well
34.95123
-76.93556
Upland
1.0 a
Upland
Site LFl
W7P
34.94222
-76.93173
Upland
1.0 a
Upland
Site
Stream
34.97001
-76.94622
Upland
1001f
Non -JD Ditch
N
Stream
34.97000
-76.94620
Upland
100 If
Non -JD Ditch
O
f RECEIVED
NOV 13 2013

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
FINDING OF NO SIGNIFICANT IMPACT (FONSI)
The Craven County Potable Water System Improvements Project
Craven County, North Carolina
The State Environmental Policy Act (G.S. 113A) requires that the Division of Water Resources determine whether a
proposed major agency action will significantly affect the environment. The Craven County Potable Water System
Improvements Project is such a major action.
In order to determine whether the construction of a new 3.0 MGD ground water treatment plant, nine (9) production
wells, water transmission system, and potable water treatment by-product line will cause significant environmental
impacts, an environmental assessment has been prepared. The environmental assessment is attached. It contains
detailed information on the key issues, including a brief description of the proposed project and a summary of
probable environmental impacts with proposed mitigations. None of the impacts were found to be significant. This
project shall be reviewed as a NEPA-Like/SEPA project.
On the basis of the analysis of the impacts as shown in the environmental assessment, no environmental impact
statement (EIS) will be prepared. This FONSI completes the environmental review record. The FONSI and
Environmental Assessment shall be available for inspection and comment for 30 days at the State Clearinghouse.
Summary of FONSI for publication in the Environmental Bulletin: After completion of an environmental
assessment under G.S. 113A, a FONSI has been made in the case of the Craven County Potable Water System
Improvements Project. information supporting the need for the proposed project was reviewed, along with relative
impacts, other alternative approaches and mitigating measures.
fhomas A. Reeder V
Dire, Division of Water rRs
1_ at 3
�]� J ica C. Go reau (D e}
ef, Public Water Supply Section
PEC 0 6 2013
DC; MMC"
Public Water Supply Section — Jessica C. Godreau, Chief
1634 Mall Service Center, Raleigh, North Carolina 27699-1634
Phone: [phone] \ FAX: [phone] Lab Farm FAX: [phone] Internet: www.ncwaterorglpws/

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12/20/2012

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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
z Craven County Potable Water Supply
& Treatment Facilities
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Figure 2. View of Neuse River showing
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width of waterbody,
September 2013
v�.iMcro
Phone: [phone]MG.1078
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and outfall location.
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40-13-039
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Wilmington, NC 213403

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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
z Craven County Potable Water Supply
& Treatment Facilities LMG r Figure 2. View of Neuse River showing
CAMA Major Permit Application w.UvGroup.net width of waterbody,
_ September 2013 Phone: [phone].W61MG.1078 ACOE navigation channel,
Fax 3805 Wrightsville Avenue and outfall location.
40-13-039 Wilmington, NC 28403

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12/20/2012

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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
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12/20/2012

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Map Source: Googte Earth; Imagery 2011; Navigation Channel information from ACCE Wilmington District website; utility line location provided by McKim and Creed
b
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-Agpr
NC i R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
The Sun Journal
Legal Advertisement Section
P.O. Box 1149
New Bem, NC 28563
Re: Public Notice — Craven County
Dear Sir:
Braxton C. Davis John E. Skvarla, III
Director Secretary
December 6, 2013
Please publish the attached Notice in the December 15, 2013 issue of the Sun Journal.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published.
notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Sin�cerrelly,
�l G�
Brad Connell
Coastal Management Representative
Enclosure
cc: Doug Huggett
Ted Tyndall
Roy Bmwnlow
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccDastalmanagement.net
An Equal opportunity 1 Affirmative AcWn Employer

A��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-
119(b) that application for a development permit in an Area of Environmental Concern as designated under the CAMA
was received on November 25, 2013. According to said application, Craven County proposes to construct a water
treatment plant, water transmission lines, and a concentrate diffuser within the Neuse River, adjacent to the end of
Flanners Beach Road, near Stately Pines. A copy of the entire application may be examined or copied at the office of
Brad Connell, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC,
[phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue,
Morehead City, N.C. 28557, prior to January 6, 2014, will be considered in making the permit decision. Later comments
will be accepted and considered up to the time of permit decision. Project modification may occur based on review and
comment by the public and state and federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PUBLISHED ON: December 15, 2013
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252-247-MG Internet: www.nocoastaimanagement.net
An Equal opportunity I Afinnative Action Employer

Fax Send Report
Date/Time DEC-06-2013 05:28PM FRI
Fax Number
Fax Name DCM MHDCTY
Model Name : SCX-5x3O Series
No. Name/Number StartTime Time Mode
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0
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
December 6, 2013
Craven County
c/o Roy Hayes
2830 Neuse Blvd
New Bern, NC 28562
Dear Mr. Hayes:
The NC Division of Coastal Management hereby acknowledges receipt of Craven County's application for
State approval for development of the Craven County (easement) property within the Neuse River adjacent to
the end of Flanners Beach Road, near Stately Pines, Craven County. It was received on November 25, 2013,
and appears to be adequate 'for processing at this time. The projected deadline for malting a decision is
February 8, 2014. An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as your notice of
an extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from November 25, 2013, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request and shall
include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted -at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card to a
telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-
way where a private road would lead one into your property. Failure to post this notice could result in an
incomplete application.
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.ncooastalmanagement.net
An Equal Opportunity 1 Atfi"nalive Action Employer

An onsite inspection will be made, and if additional information is required, you will be contacted --by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if
you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
incere W("J
Brad Connell
Coastal Management Representative
1 ZN
Enclosure
CC: Ted Tyndall, Assistant Director
Doug Huggett, Major Permits & Federal Consistency Coordinator
Roy Brownlow, District Manager
Kim Williams, Land Management Group, Inc.
400 Commerce Ave., Morehead. City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net
An Equal Opportunity IARimative Action Employer

PROJECT: Construct a water treatment aslant and
a diffuser within the Meuse River adjacent to
Planners Beach.
APPLICANT:
Craven County
C/o Roy Hayes
2830 Meuse Blvd
New Bern, MC 28552
January 6, 2014
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Brad Connell - ®CM
400 Commerce Avenue
Morehead Cloy, INC 28557
[phone]

U EEEM
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
MEMORANDUM
DATE: December 6, 2013
TO: Doug Huggett
THRU: Roy Brownlow
FROM: Brad Connell V�
SUBJECT: Comments and Recommendations - CAMA Major Permit — Craven County
John E. Skvarla, III
Secretary
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal impacts approximately 2,025 square feet of Public Trust Waters and 1,311,156 square feet of High
Ground. �7
fir fof f s Q¢co.�^�'-fix Cd M A-4&1'5 „0— ....rlw
This proposal -wilt be a hazard to navigation and needrto be sufficiently marke4(so as not to endanger mariners.
These waters of the Neuse River are closed to shellfish harvest. There is no submerged aquatic vegetation in
the nearby vicinity of the project area. This waterbody is not a Primary Nursery Area. �t�rmpos�—
{haaerd te�[iv gatie}n. Assuming that state and federal agencies concur with the proposal, I recommend the
project be authorized as proposed, contingent upon the following conditions:
1) Prior to construction under this permit, the permittee must apply for and receive an Easement from the
Department of Administration's State Property Office as required under N.C.G.S. 146-12(e);
2) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather;
3) No vegetated wetlands/marsh grass will be excavated or filled;
4) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized;

Craven County
December 6, 2013
Page 2 of 2
5) The authorized structure and associated activity must not cause an unacceptable interference with
navigation;
6) The permittee will maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party;
7) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work. �"
NOTE: This permit does not eliminate the need to obtain any additi al state 'fed ral ar focal permits,
approvals or authorizations that may be required.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: Permanent reflectors should be attached to the structures in order to make them more visible
during hours of darkness or inclement weather a-4,o AlAv 3 44...E r-. kA,4 Cr I- P • t,—S
s�-ice, �C.�G/ •9•l��-•G �a-I-�-r- />tC�s�-�'-''/��--�-•Ze���
ton
CC: Roy Brownlow, DCM
Ted Tyndall, DCM 4.e- a7�� /o ff d
IVI
U) jQis n ssc., T°'4c �yzt¢.,4 > /s l",
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.ncGoastalmanagement.net
An Equal Opportunity 1 Affirmative Aclion Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
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; 2000: 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
Office — MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Craven County (10/29/2009)
Land Classification from LUP — Rural with Services
(B) AEC(s) Involved: ES,PTA, EW \ 4
(C) Water Dependent: No `
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — None
C Planned - None
(F) Type of Development: Existing — undeveloped
Planned - Wells, Water Treatment Plant, anrffuser
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: DREDGED PILLED INCtkRP/SHA_DE,D
(A) High Ground
1,311,156 ftZ
(B) Shallow Bottom
1,425 ftz
(C) Open Water11
640 ft
(E) Total Area Disturbed: 1,313,221 ftz
(F) Primary Nursery Area: No
(G) Water Classification: SB; Sw, NSW Open: No
(H) Cultural Resources: unknown
8. Project Summary: 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
Neuse River via a proposed diffus off shore for public use, Craven County.

M1
Field Investigation Report:
Craven County Water Supply and Treatment Project
Paee 2
9. Narrative Description:
An Environmental Assessment (EA) was completed and submitted to the NC Division of Water
Resources for this proposal. A Finding of No Significant Impact (FONSI) was issued on January
17, 2013.
The project is located adjacent to the Neuse River, at the end of Manners 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 approxOately 20' of estuarine shoreline on the
easement adjacent to the Neuse River. Sd.
Co.'W'' P, .�. �� rs 44u r ti /<, A*S
The immediate offshore water depths in this area are —0.5' to -4.0 nlw deep. The su agCeous
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 approximately 4 miles across at the most constrictive
point in the project area. These waters of the Neuse River are not classified as a Primary Nursery
Area. There is no submerged aquatic vegetation present in the nearby vicinity of the project area.
This area is closed to shellfish harvest and is classified as SB; Sw, Nutient Sensitive Waters. The
defined Federal Channel in this area is approximately 1.5 miles north of this project site. The Neuse
River is a part of the Neuse River basin.
10. Proposed Development:
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
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
II
Brad Connell December 6, 2013 Morehead City

Field Investigation Report:
Craven County Water Supply and Treatment Project
Page 3
the diffuser connection. y w -l1 pit Ut/+r ,
The proposed diffu � will be 80' long and 8' wid The/dffuser will be anchored and
embedded in ston Wtuning signs and markers are proposed to warn boaters to avoid the potential
navigational 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
sufficient water circulation to facilitate adequate dilution of the byproduct entering the Neuse River.
10. Anticipated Impacts:
The proposed diffuser iW4 pose a hazard to navigation. It will need to be adequately marked for
daytime and nighttime mariners to avoid collision. 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 earlier 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 co, r ction period. The
proposed diffuser will s2' 640 square feet ofd.
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 the 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 classified as SB; Sw, Nutrient Sensitive
Waters. There is a defined Federal Channel 1.5 miles north of the proposed diffuser.
f 0-i J
4 • L5
botoU
Nw&
Pf4""
Brad Connell
December 6, 2013
Morehead City

�. j
� •i ..1 is
. ry

"'This is a word processing form to be completed in Microsoft Word —
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11 /l /2012)
Applicant: Craven County Date: 12/6/2013
Project Site County: Craven
Staff: Brad Connell District: ElEfizabeth City ElWashington
®Morehead City []Wilmington
Project Name: Craven County Potable Water Supply and
Treatment Facilities
Date of initial application submittal (EX: 1/8/2007): 9/30/2013
Date application "received as complete" in the Field office (EX: 1/8/2007): 11/25/2013
Permit Authorization: [_]CAMA ODredge & Fill NBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ❑Yes ®No
Photos Taken: Yes 0 NoM
Setback Required (riparian): Yes IR No
Critical Habitat: ❑Yes ®No ❑Not Sure
15 foot waiver obtained: ❑Yes ®No
Hazard Notification Returned:
❑Yes ®No
SAV: ❑Yes ®No ❑Not Sure
Shell Bottom: ❑Yes ONo El Not Sure
Temporary Impacts: ®Yes ❑No
Sandbags: ❑Yes ®No ❑ Not Sure
Did the land use classification come from
county LUP: ®Yes ❑No
Mitigation Required (optional):
[]Yes ®No
Moratorium Conditions: Yes ®No
❑NA
Environmental Assessment Done:
®Yes []No ❑ NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
WETLANDSIMPACTED
(404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Sak marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
LJ (JR) Black needlerush (Juncos
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
® III(D) Priv. public or Comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or Comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888.4RCOAST :: w .nccoastslmanaeement.net revised:02115/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Craven County
Date: 12/8/13
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
1
New Work ®
Replace
Pipeline (water)
Maint ❑
❑ Y ON
30 O,
18"
18"
Pipeline (other)
1
New Work
ReplaceMaint
19,800'
18"
18"
❑
❑ Y ON
Oulfall pipe
1
New Work
Replace
80'
W.
Maint ❑
❑ Y ®N
Misc. building
1
New Work
Replace
200'
25'
Maint ❑
❑ Y O N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
revised 02/15/10

NC division of Coastal Mgt. Application Computer Sheet, rage 3 of 3)
Applicant: Craven County
Date: 12/6/13
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft
FINAL Sq. Ft
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
ternimpacts)
amount
SB
1,425 fit'
0 ft
Dredge ❑ Fill ® Both ❑ Other ❑
HG
1.311,156 fe
5,000 ft
Dredge ❑ Fill ❑ Both ® Other ❑
OW
640 flz
640 ft
Dredge ❑ Fill ® Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.8884RCOAST :: www.nccoastalmanarrement.net revised: 02/15/10

AL
N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date 9110113 RECEWM
SEP 3 0 2013
Name of Property Owner Applying for Permit:
DCM-MM CITY
ou .N ��� S
Mailing Address:
2&30 NEvSc 6z.vt�>
New butt', Abc. 26S6.-4
I certify that I have authorized (agent) _ Land Management Group, Inc. _ to act Oil my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) _ Craven County Potable Water Supply & Treatment Facilities Project
at (my property located at) In Craven County along Highway 70; Stately Pines Road; Flanners Beach Road;.
Lewis Fanns Road; Old Mill Road
This certification is valid thru (date)
Property
'10% 3
Date

40 r
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (il applicable)
Craven County
Craven County Potable Water
Supply & Treatment Facilities
Applicant 1: First Name
MI
Last Name
Roy "Rusty"
Hayes
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
2830 Neuse Boulevard
New Bern
NC
ZIP Country
Phone No.
FAX No.
28562 USA
252-636-6615 ext.
Street Address (it different from above)
Cdy State
ZIP
Email
RECEIVED
2. Agent(ContractorInformation
SEP 3 0 2013
Business Name
l
Land Management Group, Inc.
DCM-MIMCITY
Agent/ Contractor 1: First Name
MI
Last Name
Kimberlee
C
Williams
Agent/ Contractor 2. First Name
MI
Last Name
Mailing Address
PO Box
City
Stale
3805 Wrightsville Ave; Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-452-0001
ext.1908
ext.
FAX No.
Contractor#
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
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4 Forrfl DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
Along Highway 70; Stately Pines Road; Flanners Beach Road;
Lewis Farms Road; Old Mill Road
Subdivision Name
City
State
Zip
N/A
NC
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
O.cWSQ
Neuse River; Otter Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
JgNatural ❑Manmade ❑Unknown
Nauss River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Craven County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (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 tract above NHW (normal high water) or
N/A, I I
NW L (normal water level)
(If many lot sizes, please attach additional page with a list)
Most of project area: — 25' - 39 ❑NNW or ®NWL
e.
Vegetation on tract
Wetlands within the well sites generally support red maple, sweetgum, black gum, and red bay in the overstory and shrub
layer. Herbaceous layer supports cinnamon fem and cane. Wetlands along the water line are mostly maintained and support
limited herbaceous vegetation. Uplands predominantly support loblotly pine, sweetgum, red maple, and horse sugar.
f.
Man-made features and uses now on tract
Well sites are all undeveloped and forested. The WTP site is in crop production. The water and concentrate lines are
located within existing DOT and utility line easements. RECEIVED
g.
Identify and describe the existing land uses adiacent to the proposed project site. S E P 3 0 2013
Adjacent land consists of residential, commercial, and agricultural uses.
DCM MHD CITY
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
No County -wide zoning. The CAMA LUP zoning districts
proximal to the project corridor and WTP are
(Attach zoning compliance pertific2te, if applica�blle)fr+�ps
®Yes ❑No ❑NA^ ' F >�
LW L
predominately Conservation, Residential,
Agricultural/Low Density Residential and Commercial.
l
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
252-808.2808 .. 1-888.4RCOAST .. www.nccoastalmanagement. net

t
r Forrh DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
<Form continues on next page>
m. (I) Are there wetlands on the site?
®Yes ❑No
(if) Are there coastal wetlands on the site?
❑Yes NNo
(Ili) If yea to either (i) or (if) above, has a delineation been conducted?
NYes ❑No
(Attach documentation, if available)
xrcety
n. Describe existing wastewater treatment facilities.
N/A
SEP 3 0 2013
A
o. Describe existing drinking water supply source.
V y- ✓ `-�
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 well sites has two water supply wells, one drawing from the Black Creek aquifer and the other drawing
from the Pee Dee aquifer.
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®PubliclGovernment
❑Private/Communhy
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project is needed to replace the water use reduction related to the Central Coastal Plain Capacity Use Area (CCPCUA)
regulations 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 Cretaceous wells located in the dewatering and saltwater
encroachment zones of the Central Coastal Plain. Craven County is located within 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.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction methods for the project include open cut excavation for foundations, structures, and utility lines as well as
trenchless methods including horizontal auger boring (bore and jack) and horizontal directional drilling (HDD) for some of the
utility lines. Equipment will include rubber tire and track mounted excavators, bulldozers, graders, HDD rigs and ancillary
equipment, and compaction machinery. During the project, equipment will be stored in uplands within the project area.
d. List all development activities you propose.
Craven County proposes 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 19,800 LF of concentrate line that will discharge via a new diffuser into the
Neuse River.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 30.1 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
P
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a
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
Well sites and water lines will temporarily and permanently impact wetlands, streams, 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 Nauss River via diffuser. Please see attached project narrative and table of impacts for additional information.
or stormwater be discharged into a
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently 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 claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof t
owners have received 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 project to the Division of Coastal Management. SEP ? n
Name Charles and Amanda Oakley (easement landowner) Phone No. ^- 3
Address PO Box 1009; Havelock, NC 28532
hrn.. _
Name Keith and Angela Parnell Phone No. CITY
Address 933 Stately Pines Road; New Bern, NC 28560
Name North Carolina Coastal Land Trust Phone No.
Address 131 Racine Drive, Suite 101; Wilmington, NC 28403
g. A list of previous stale or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW 7130804; Craven County; 9/13/13
In. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and Inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10),if-necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
Certification and Permission to Enter on Land I "
I understand that any permit issued in response to this application will allow only the development described in the appliCWAV
The project will be subject to the conditions and restrictions contained in the permit. d
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
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Forth DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date ° 3 Print Name V,^^ W 4 t i; Pm^S t .n 1 rLiw ^,r e, { lX n ra • 1 n c .
Signature �r
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
❑DCM MP-4 Structures Information
88CP-MD
SEP S 0 2013
DCM-MmC)Ty
252-808-2808 :: 7-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
89
Width
8'
Avg. Existing
NA
NA
0' - 8'
Depth
Final Project
NA
NA
0' - 8'
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
N/A
c. (1) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(It) Describe the purpose of the excavation in these areas:
To dig a trench in order to install water and concentrate lines.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Material will temporarily be placed within easements. It will
then be returned to trenched areas once the utility lines
have been installed.
c. (i) Do you claim title to disposal area?
®Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV []SB _
OWL []None
it Describe the purpose of disposal in these areas:
To temporarily store soil as utility lines are being installed.
Material will then be placed back in trench once the lines have
been installed to return area to natural grade.
[]This section not applicable
It. Type of material to be
N/A
d. High -ground excavation In cubic yards.
—40,000
p , RECEVED
SEP 3 0 2013
❑This section not applicable
Dimensions of disposal area.
Located within 20' wide easements. See attached figures.
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Within easements
f. (i) Does the disposal Include any area in the water?
[]Yes ®No ❑NA
(it) If yes, how much water area is affected?
252-808-2808 :: 1-sati4RC0AET :: www.nccoastalmanagement.net revised:12126/06

'FOYm DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b.
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other: __
Length:
Width:
®This section not applicable
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f.
(p Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level, h. Type of fill material.
Bulkhead backfill _ Riprap
Breakwater/Sill _ Other _
1. Source of fill material.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the she? ®Yes ❑No ❑NA
If yes,
(ii) Amount of material to be placed In the water 960 CF
(iii) Dimensions of fill area 50, x 8,
IN) Purpose of fill
To install a diffuser in the Nauss River.
W
a. How will excavated or fill material be kept on site and erosion
controlled?
Pump around procedures will be utilized where impact to a
jurisdictional channel will occur to minimize the risk of runoff and
downstream sedimentation. Sift fences will also be utilized.
c. (1) 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 will
apply for CG 2554 permit.
Nula
Date
RECEIVED
SEP 3 0 2013
DCM-MHD CITY
[]This section not applicable
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL []None
(ii) Describe the purpose of the fill in these areas:
To install water and concentrate lines; to construct groundwater
well houses and access roads.
will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Equipment will include rubber tire and track mount excavators,
bulldozers, graders, HDD rigs and ancillary equipment, and
compaction machinery.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes []No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Staging area for directional drill will be in wetlands. The area will
be well -marked in order to minimize Impacts to this area.
Craven County Potable Water Supply and Treatment Facilities
Project Name
252-808-2808:: 1-888.4RCOAST:: www,nccoastalmanagsment.oet revised: 12/26106

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Appikan Name
Applicant Signature
n
gSMVED
su 3 Q jol
DCM•ODCIV
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanegement.net revised: 12126/06

Form DCM MP-3 REMWM
UPLAND DEVELOPMENT SEP 30 2013
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all "AOMRW the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures
proposed.
A water treatement facility; 8 well houses; 30,000 LF of
water lines and 19,800 LF of concentrate line.
c. Density (give the number of residential units and the units per
acre).
N/A
If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity 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
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
1. Give the percentage of the entire tract to be covered by impervious
and/or built -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. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Concentrate; pump out from well sites; minimal surface
runoff
b. Number of lots or parcels.
N/A
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
30.1 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Well sites will have concrete pads and gravel driveways.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: 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 facilitles described In Item (i) received state or local
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonnwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
252-80&28082 :: 1-888dRCOAST :: www.nccoastalmanagement.net revised: 12126/06

•Forth' DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Project will provide drinking water supply to Craven County
residents
o. When was the lot(s) platted and recorded?
N/A
al?AIts
Date
Craven County Potable Water Supply and Treatment Facilities
Project N�a//me ( r
Applicant Matins_
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIV6�
1: SEP 3 0 zM3
ACM-WDC1TY
�
l " 1 D,
252-808.2808 :: i-888.4RCOAST n ww v.nccoastatmanagement.net revised: 12126106

Project Narrative for
Craven County Potable Water Supply and Treatment Facilitles PXCEIVED
Craven County, NC i SEP 3 0 2013
Introduction nrA'MnDC►M
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 eastern portion of the County between New Bern 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, Inc 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 aquifer 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.
Existing ConditionsID
The proposed project area consists of a 10-acre site for the Water Treatment Plant, eight one- acre well sites (one
well site is located on WTP site), and approximately 27,000 linear 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 (NSW) 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 activities 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 intended to
recognize those waters which have low velocities and other natural characteristics which are different from
adjacent streams.
The proposed water lines would cross several streams including Slocum Creek and Tucker Creek, which are
classified as SC, Sw, and NSW. The SC designation is given to all tidal salt waters protected for secondary
recreation such as fishing, boating, and other activities involving minimal skin contact; fish and noncommercial
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).
RECEIVED
Proposed Project
SEP 3 0 2013
The proposed project is as follows:
Water Treatment Plant
o 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 concentrations of dissolved organic material. Although
several different treatment technologies were evaluated in the engineering alternatives 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.
o 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 production. The CCWTP site will be fenced and the
entrance will be provided with a motorized security gate with keypad and telephone.
o 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 Permit 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 anticipated. Based on 20-year Flow projections obtained from Craven County's existing service
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
County's service area.
o No impacts to jurisdictional areas are associated with the WTP site (Appendix A; WI-15)
3 0 2013
Production Wells
o Based on the results of the Engineers Alternatives 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 alternative. The eastern
portion of the County between New Bern 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 secure 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 these 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 3
CAMA Major Permit Application
Project Narrative

Water Transmission System & Potable Water Treatment By -Product Line (Ground Water Concentrate 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 impervious 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 distribution 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 will 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 impervious 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 construction, 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
disposal is to discharge via a new diffuser in the Neuse River.
o Pump around procedures 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 details (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 will be restored to pre -construction contours and seeded within a wetland
seed mix after the lines have been installed.
RECEIVED
SEP 3 0 2013
DCM-MRD CITY
Craven County 4
CAMA Major Permit Application
Project Narrative

Diffuser
o A Modeling Analysis was completed for 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 application has been submitted to DWR.
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 will 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 hold 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.
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 shoreline. This length is
needed to reach water depths of 8'. The dimensions of the diffuser would be 80' x 8' x 1.5' 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)
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. Additionally, the diffuser would
permanently impact 640 square feet of public trust bottom and temporarily impact 896 square feet during
construction (Appendix A; WI-11). IZEM,M
SEP 3 0 2013
Summary of Impacts
CI^y
Please see Table 1 for a complete list of proposed temporary and permanent impacts.
Craven County 5
CAMA Major Permit Application
Project Narrative

Table 1. List of temporary and permanent impacts.
Type
ID
Figure It
Wetland Impact (sQ
I
Stream Impact (LF)
I
Buffer Impact (sf
RPW Impact (sq
Public Trust Bottom Impact
(sq
Zone 1
Zone 2
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
utility
A
WI-2
14
4
Line
B
WI-3
118
C
WI-4
89
D
WI-5
86
E
WI-6
194
F
WI-6
191
1
WI-8
6.7
L
WI.10
6,740
P
Wb13
1,154
Q
WI.13
75
R
WI-114
308
5.1
S
WI.14
251
V
WI.16
191
Well
SP2
WI.18
322
Site
FB5 (G)
WI.21
13
321
68
413
227
HOD
L
WI.10
6,727
Diffuser
WI.11
896
640
TOTAL (so
15,785
0
15.8
321
68
413
227
366
322
896
640
TOTAL (ac)
0.362
1 0
16
0
0.007
0.002
0.009
0.005
0.008
0.007
0.021
0.015
LJ
Craven County Potable Water Treatment Facildies
CAMA Major Permit Application
September 2013
Qz Fbi
w

'Boundaries are approximate and are not meant to be absolute.
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 Supply
& Treatment Facilities 4LMG �� ._ Figure 2. View of Neuse River showing
CAMA Major Permit Application "°^ °"•^^ width of waterbod ,
September 2013 Phone: [phone] �.LMG.1078 ACOE navigation channel,
Fax [phone] and outfall location.
<-.3805 Wrightsville Avenue
40-13-039 Wilmington, NC 28403

' -- 1500' 0 1500' 3000'
�' SHEET INDEX
o SCALE: 1"=1500'

FIEL
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ur
A =o=ar==xul.
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VICINITY MAP
6-213 —189
KERN COMPANY INC
FLANNERS BEACH RD
SILT FENCE (TYP.) Book 1244/Poge 0925
10" PVC RAW WATER LINE
STREAM A
INSTALL 10" RAW WATER LINE
UNDER EX. 84" CMP MAINTAINING
MIN. 24" VERTICAL SEPARATION. SEE
t CROSSING DETAIL B ON SHEET D300.
-R/W K — —
w w w w w
FLANNERS BEACH RD. R. 1 7
405+00 06+00 407+00 408+00
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6-207-1 —076 I I 6— 07 —056 RECEIVED
WEHRUNG, MALCOLM W & ✓EANINE B KERN COMPANY INC
102 TEN TALL TRL FLANNERS BEACH RD
Book 1147/Poge 0601 Book 1244/Page 0925 SEP 3 0 2013
TOP OF BANK DCM-MHDCITY
IMPACTED IMPACTED "
WETLANDS STREAM
WETLAND IMPACT STREAM IMPACT
WETLAND #A TEMP. STREAM #A TEMP. 50' 0 50' 100'
SQ FT WIDTH LENGTH
IMPACT 1 IMPACT 8 4 1 SCALE: 1"=50' Horiz.
ljCjQ ► d L`�I�DL�L�TI
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CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
11730�V..A,VUrlvle,V ltlte(5070
PhaoM (919)233—"1. Fax: [phone]
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WETLAND & STREAM IMPACT MAP A
WI-2
Ralei h North Carolina

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6-207 —056
KERN COMPANY INC WET AND B F B
FLANNERS BEACH RD
6-213 —189
KERN COMPANY R
PLANNERS BEACH D
WF—B1
/ Book 1244/Poge 0925
Book 1244/Poge 0925
WF—B2
IE=20.0 F 37
WF—
IE 20.33'
INSTALL 10" RAW WATER WF WF-
�
CO C. HEADWALL
LINE UNDER EX. 24" RCP
0 O
WHILE MAINTAINING MIN.
18" VERT. SEPARATION.
(SEE CROSSING DETAIL B
ON SHEET D300)
�-
f RECEIVE,
2%
SEP 3 0 2013
DCMMHDCTfY
R/WA
IMPACTED
WETLANDS
WETLAND IMPACT
F /
WETLAND #B TEMP.
50' 0 50' 100'
SQ FT
100001
IMPACT 118
SCALE: 1"=50' Horiz.
�'�i�� 1'�!'�DL'L'1'l
CRAVEN COUNTY
POTABLE WATER AND TREATMENT FACILITIES
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'-12n
WETLAND & STREAM IMPACT MAP B
WI-3
Ralei h North Carolina

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EX. 6"
FM
I
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FM FM F
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EX 8' WL
T T
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ac nEw
21+00 22+00` 23+00= —24+0019'=
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INSTALL 24" DI RAW DITCH
WATER LINE UNDER EX.
24" PVC RAW WATER LINE m°
CHANNEL w/MIN. 2' COVER
a (SEE CROSSING DETAIL B
— — —
--ON SHEET D300)
-
US HIGHWAY 70 EAST - -
RECEIVED
W W
W W 5;. W
SEP 3 0 Z013
r
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IMPACTED
nt
DCM-MHD CITY
RPW AREA
RPW IMPACTS _
_ _ _ _ _ -R/Wy
RPW #C TEMP.
50' 0 50' 100'
SF
SCALE: 1"=50' (Horiz.)
IMPACT 88.4
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
aV cs1Vrl�Vlet� I919'
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WETLAND & STREAM IMPACT MAP C
WI-4
Raleigh North Carolina

TOP OF BANK
VICINITY MAP
,
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� FM—
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EX 8' WL FM P�
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70 WEST 3-PHASE (3-750 Kr
DITCH -pn TRICAL LI
RECEIVED
24" PVC RAW WATER LINE - - -
SEP
INSTALL 24" DI RAW WATER
LINE UNDER EX. CHANNEL
IN. 4' COVER (SEE CROSSING US HIGHWAY DCM•MHDCITY
DETAIL B ON SHEET D300) 70 EAST
� W-W
d
50' 0 50' 100'
*/�I �j�+SCALE: 1"=50' (Horiz.)
1 C f Q CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
ft.. (916)2D . F. (B19)1JJ-IOJI
Raleigh
-'m North Carolina WETLAND & STREAM IMPACT MAP D WI-5

y4ar
ON
�J
VICINITY MAP
INSTALL 16" CONCENTRATE LINE
BELOW EX. 18" RCP w/MIN.
24" VERT. SEPARATION. 16" PVC CONCENTRATE LINE
(SEE CROSSING DETAIL B
SHEET D300)
FI6
EX. 6' PVC FM WF is 4w • —pie.
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12" PVC RAW WATER LINE
EX. PP
INSTALL 12" RAW WATER LINE
UNDER EX. 18"' RCP WHILE
MAINTAINING MIN. 18" VERT.
SEPARATION. (SEE CROSSING
DETAIL B ON SHEET D300)
SEP 3 0 2013
r
DCM-MAD CITY
IMPACTED
WETLANDS
WETLAND IMPACT WETLAND IMPACT
WETLAND # E WETLAND # F 50' 0 50' 100'
SO FT SQ FT
IMPACT (TEMP.) 194 IMPACT (TEMP.) 191 1 SCALE: 1"=50' (Horiz.)
NJCM&(jREM CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
� W9)2ar M. F. W9)2a}9wi
'°" North Carolina WETLAND B STREAM IMPACT MAP E B F WI-6
Raleigh

bf,9 U
U/9_£4E177RlC
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REFER TO
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TO STREAM/WETLANDS G
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10" PVC RAW WATER LINE
RECEIVED
SEP 3 0 Z013
DCM•MHDCiRY
EX. 2.5"-
PW FM
� I ,
IMPACTED
oQ
WETLANDS
WETLAND IMPACT
WETLAND #H TEMP. 50' 0 50' 100'
SQ FT
IMPACT - SCALE: 1"=50' (Horiz.)
jbACM C�� CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ IA0 vasty Dnw. Solt. 500
Phone: (919)23 8M. For. (919)23 8031
F-1222 WETLAND & STREAM IMPACT MAP H WI-7
Ralei h North Carolina

I�
VICINITY MAP
r—,9
INSTALL 16" CONCENTRATE
LINE ABOVE EX. 60" RCP
w/ 24 LF 30" STEEL
16" PVC CONCENTRATE LINE CASING (MIN. 0.375" WALL
WF—J THICKNESS) w/ MIN. 6"
/ SEPARATION BETWEEN
CASING AND RCP
� \ q oircH 2
Z1
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6• PVC FM
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+00
/ r
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= ��- ELLIPTI L CMP w-�w-
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ZZ /
/ WF—I /1 7 INSTALL 10" RAW WATER LINE
7 UNDER EX. 5'X3.5' CMP WHILE
MAINTAINING MIN. 18" VERT.
10" PVC RAW WATER LINE SEPARATION. (SEE CROSSING
TOP OF BANK DETAIL A ONE&MU D300)
N.
IMPACTED SEP 3 0 2013
STREAM r
TEMP. STREAM IMPACTS - l DC--'l-VHDCITY
J
STREAM #1 ZONE 1 ZONE 2 STREAM 50' 0 50' 100'
IMPACT
SQ FT SQ FT WIDTH LENGTH
IMPACT — — 1 13.5 6.69 SCALE: 1"=50' (Horiz.)
�'1► JLJQ1► R C�!'*�L'L'il CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\r/ Phon yr"'a1,yVoriwl,YwlueC7�(9.,1�.Gi/
P730 (919)P3J-9091, for: (919)33Y8031
v-,"2 WETLAND & STREAM IMPACT MAP I & J WI-8
Ralei h North Carolina

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Book 12"age 0828
\
\ WF-KI
WETLAND K WF—K2
16" PVC CONCENTRATE LINE—K3
6-213 —027
SPILLANE, RAYMOND JOS£PH
& SYSLE
410 STATELY PINES RD
Book 1597/Page 0968
0.5' WIDE
¢ DITCH
VALL �
ADE /acid
• —K4 EX. 6" PVC I
WF-K5' CENTURY LINK
CONCENTRATOR
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AREA W/SIGN
MPACTED 6-213 —025 \
(WETLANDS IVES, WALTER T JR
411 STATELY PINES RD
\ "�J
WETLAND IMPACT Book 1760/Page o731
31 \
WETLAND # K L LJ 50' 0 0' sl1
SQ FT
PP l
IMPACT (TEMP.) — SCALE: 1"=50' (Horz.)
lYrl�l CJ! *I)L�G*fl CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17M V"ty 0r . 9 is �00
Phony (M)41LB . F. (WS)Z' l
North Carolina ,.,Raleigh
F-"" WETLAND 8 STREAM IMPACT MAP K WI-9

W yc4 W 50' 0 50' 100'
MEN
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W W SCALE: 1"=50' (Horiz.)
� 50+ 1 W WETLAND L �
EX. 20' 4' u•
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W W W STAGING W\ �STA. 513+50 W
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LU , W W 512+D0 \ \' 5va+0 \ W
9-ia-
EX. 20' UnuTY
EASEMENT
i SEP 3 0 2013
PROPOSED TEMPORARY
°CONSTRU(79,N EASEMENT
16" GATE W
VALVE - W
+W \
WALL '%B-40
NLj0y�1 /'i/ii// 16' 90 \
2' RJ BEND W
YIjDRAIN \u' i / / W •� W
OO W
PPROPOSED CRAVEN- �' W WETLAND W
COUNTY 20' PERMANENTS
UTILITY EASEMENT"' Ta"p
16" 11.25' RJ BEND (VERT.)
W
18"x16" RJ REDUCER W
W WETLAND L�
EX. 30UTILITY �f,
EASEMENT /
IMPACTED IMPACTED
WETLANDS ' i WETLANDS
(FOR HDD
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WETLAND # I L
SO FT
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CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
WETLAND & STREAM IMPACT MAP L I WI-10

millaUvIrull
SEE PLAN SHEET C311
FOR DIFFUSER PROFILE .,.,..... . '"
TEMPORARY IMPACT SEE INSET '� `
8
1 " PERMANENT VICINITY MAP
IMPACT
IMPACT
IMPACTED IMPACTED
AREA AREA I
(PERM.) (TEMP.)
PUBLIC TRUST IMPACT
BOTTOM y
$O FT I A
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8
S
0
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N ��En'ED
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8
j « t t ' 80■.1 0 80 160'
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' ' « SCALE: 1"=80' (Horn.)
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
WETLAND B STREAM IMPACT MAP 1-11 )

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INSTALL 16" CONCENTRATE
LINE ABOVE EX. 24" RCP.
(SEE CROSSING NOTE C 0 VICINITY MAP
ON SHEET D300) I I
a 6" I U I
DER PVC Flu � F-
FM
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16" PVC CONCENTRATE LINE
SEP 3 0 2013
DC,yAftCrry
�1
WETLAND # M / 50' 50' 10
SQ FT
IMPACT — SCAL 1"=50' (Horiz.)
1► f T/il► �f�! `DL'L*T1 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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Ph. ; (919)2J 11M1, F. (919J2JJ-IDJI
Raleigh
1-1-2 North Carolina WETLAND & STREAM IMPACT MAP M WI-12

P
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6-019 —005
R£DDOCH, JAMES D a __
255 LEWIS FARM RD 16" PVC CONCENTRATE LINE a,,,,"„„
Book 3055/Page 01123
24" PVC RAW WATER LINE IVICINITYMAP
INSTALL 24" RAW WATER LINE I
AND 16" CONCENTRATE
LINE UNDER EX. 48" CMP
(SEE CROSSING DETAIL B
ON SHEET D300)
WF—P10
• • WETLAND P o . 0 I
. ud 42 �'
F`1 .653+00 90+00,
654 OD ' 655+00 N e
65 +Otl9+00 — _
OD
I
R W WF— B"C
IS FARM RD. (SR-1105)
--
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724+00 25+0026#gg—
RIw, 7 32 +00 WF—p4 i p
WETLAND Q • S EAM Q Ex. 4" WL
Z2 %
WF-o5 ` Z1 �i'Ep
INSTALL 18" FINISHED WATER SFP
LINE UNDER EX. 48" CMP`\ ���0,3
(SEE CROSSING DETAIL B D
ON SHEET D300) Z1
Z2 c�Y
TOP OF BANK
18" PVC FINISHED WATER LINE
6-214 —012 i
GILL£T7E, IMLUAM P
250 LEWIS FARM RD )
Book 1775/Page 0666
IMPACTED \ _
WETLANDS _ —
WETLAND IMPACT WETLAND IMPACT
WETLAND # P WETLAND # Q — — 50' 0 50 100'
SQ FT SO FT
IMPACT (TEMP.) 1154 IMPACT (TEMP.) 75 SCALE:
LLNZM C�� CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
N-. (we)2� W, F. (as)z Mi
-"" North Carolina WETLAND & STREAM IMPACT MAP P & Q WI-13
Ralei h

�6
,, TtECETVED
R
SEP 3 0 2013
a
pCM-MHDCITY VICINITY MAP
16" PVC CONCENTRATE LINE
24" PVC RAW WATER LINE
INSTALL 24" RAW WATER LINE AND 16"
CONCENTRATE LINE UNDER EX. 36" CMP T
a
(SEE CROSSING DETAIL B ON SHEET D300
674+0
' oe
—51 WETLAND S' 4' 73�
2
6j 109 "�W. - 't W
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j44
W 743+ WETLAND Rsf ,R8\Z1 Z2
_ V!F—R4 .4, 0—R1
j42+08
NOZl 18" PVC FINISHED WATER LINE
Y1F'R3 Z2
STREAM R
INSTALL 18" FINISHED WATER —
LINE UNDER EX. 36" CMP �.
L
\ (SEE CROSSING DETAIL B TOP OF BANK
ON SHEET D300)
\ 50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
IMPACTED i IMPACTED
WETLANDS STREAMS
WETLAND IMPACT
WETLAND IMPACT
STREAM IMPACTS
WETLAND #
R
WETLAND #
S
STREAM R
ZONE 1
ZONE 2
STREAM
IMPACT
SO FT
SO FT
SO FT
SO FT
WIDTH
LENGTH
IMPACT (TEMP.)
3D8
IMPACT (TEMP.)
251
IMPACT TEMP.
—
—
4.0
5.1
1Y1� � i�L�L rL
CR]3
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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17" y
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WETLAND & STREAM IMPACT MAP R & S
WI-14
North Carolina

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FA
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16" PVC CONCENTRATE LINE
/ INSTALL 24" DI RAW /
d �A J�p WATER LINE UNDER
9H1x57' �Ro�o�S°5 EX. DITCH w/MIN. 2' COVER
(SEE CROSSING DETAIL B
ON SHEET D300)
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24" PVC RAW WATER LINE
zee ����5�
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IMPACTED
RPW AREA xG� GJ�
RPW IMPACT
RPW #V TEMP. F° j 10' O 50' <10
SF
IMPACT 190.75 CALE: 1 oriz.)
NjLj<I P&( j4J'M CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
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r-M2 North Carolina WETLAND & STREAM IMPACT MAP V WI-16
Raleigh _
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c.%
YLLl GW IID
VICINITY MAP
WELL SITE
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i
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i
9
LIMITS OF P 3 2�3 — —
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0
J
IMPACTED
WETLANDS
s
WETLAND IMPACT
WETLAND # LF1 50' 0 ✓ 50' 100'
IMPACT SQ FT— SCALE: 1"=50' (Horiz.)
JVJLi/7Af&!-*DL'L'Tl CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
1)JO WM,Y M S ft r
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North_ Carolina WETLAND & STREAM IMPACT MAP LF1 WI-17
Raleigh

AA
IF
Ch DI)CH
(NON -JURISDICTIONAL)
v
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WELL SITE \ -
SP2 ,�.• -
PRELIMINARY
} 0� k\x� • WETLANDS.
°rv/ 8h - �•• • ••
00.
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BY USAGE
s
I RECEIVER
s�
IMPACTED �e8 d SEP 3 0 2013
RPW AREAgs
RPW IMPACTS D�`G f ^JCITY
RPW #SP2 50' 0 50' 100'
immomm
SO FT
IMPACT PERM. 322 SCALE: 1"=50' (Horiz.)
`l1V4q[V1Y1&(1y CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17W ftAtF A Sun. M
anans (>t1o)xx-ew1. F. (c1a)xai-mn
F-1222 North Carding WETLAND 8t STREAM IMPACT MAP SP2 WI-18
Rale(ah
e
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gGb)>
TOP OF BANK
/
/
1
I
I
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i
WELL SITE4
FB-2
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12 -
v
IMPACT
1f A .")D A Wf C:I_DL�M CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
(blG)0 Ml, � F(G1Y)23Y l
Ralei h
-1M North Carolina WETLAND & STREAM IMPACT MAP FB2 WI-19

y
.••' •• . ' �• WETLAND FB3• F63 99..•.0.�...A�, •
VICINITY MAP
� � 3
/ \ K
LIMITS OF I
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WETLAND IMPACT
WETLAND # FB3 50' 4 0
SO FT \
IMPACT50' onz.)
NI'M&l+DEED CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
9
MY aY•9. 9i91. e99
PaK (91)21f9W1,
F-uzz North Carolina WETLAND & STREAM IMPACT MAP FB3 WI-20
Raleigh

v S �
1
b/h��C2'�rry�
\ ,a0
io
xe,,up
0
bL
IMPACTED IMPACTED
on WETLANDS i WETLANDS
(PERM.) (TEMP.)
WETLAND IMPACT STREAMIMPACTS
WETLAND M G STREAM #G ZONE 1 ZONE 2 STREAM
IMPACT 50, D 50, too'
SO FT SO FT SO FT WIDTH LENGTH
IMPACT PERM. 68 227 - -
IMPACT(TEW. 13 IMPACT TEND. 321 413IF AL
SCALE: 1"=50 (Horiz.�
&CRM) CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
R. 1 Mom, rArann WETLAND & STREAM IMPACT MAP FB5 W1-21
I
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I
)
WELL SITE
t FB-5

Connell, Brad
From:
Connell, Brad
Sent:
Friday, October 04, 2013 11:12 AM
To:
'Kim Williams'
Cc:
Brownlow, Roy
Subject:
Craven County diffuser application --revisions request
Importance: High
Ms. Williams,
Your CAMA Major Permit application package is thorough and well prepared. However, the following revisions to your
application package must be made before the DCM can accept it as complete:
1. Agent Authorization Form: is the name of the property owner applying for the permit Roy Hayes, or Craven
County?
2. DCM Form MP-1, 1: the applicant is Craven County c/o Roy Hayes (Craven County is a municipality, not a
business);
3. DCM Form MP-1, 3: please list the State Road numbers, the city, and the zip code;
4. DCM Form MP-1, 6d: please provide a copy of the legal instrument that gives Craven County the right to
perform this development (i.e. a deed or easement);
5. DCM Form MP-1, 6e: please submit $400 payable to the NCDENR;
6. DCM Form MP-1, 6f: please include their telephone numbers;
7. DCM Form MP-1, 6i: please include signed USACOE wetland delineation documentation;
8. DCM Form MP-2, E&F Table and 4a: please include the fill dimensions for the subsurface piping as well;
9. Project Narrative: please discuss how the 8' width of the diffuser will not be a hazard to navigation in -8' nwl
water depth(?);
10. Work Plan Drawings: on sheet WI-11, please label the shoreline and the waterbody and label the subsurface
section of the pipe. Please show the 75' Estuarine Shoreline AEC and the 50' DWR buffer lines. Please show
water depth contours labeled navigational marker locations, and provide a side view detail of the diffuser pipe
relative to the subsurface piping to the suspended section within the -8' nwl depth contour along with it's
associated support structures and navigational markers.
Your attention and cooperation in this matter is greatly appreciated. The DCM looks forward to your re -submittal. If I
can be of any assistance in the interim, please do not hesitate to contact me.
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
Peace be with you.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties.

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Connell, Brad
From: Connell, Brad
Sent: Monday, October 07, 2013 3,32 PM
To: 'Kim Williams'
Subject: RE: Craven County diffuser application --revisions request
5, payable to the NCDENR
7, we need the formal document
8, yes
9, ok
10, the shoreline at the nwl... ok
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
Peace be wn6 you.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Kim Williams [mailto:kwilliamsPIMgroup.net]
Sent: Monday, October 07, 2013 10:29 AM
To: Connell, Brad
Cc: Brownlow, Roy; 'Chris L. Windley'
Subject: RE: Craven County diffuser application --revisions request
Hi Brad
Thanks so much for your comments. I have a few questions for you.
Comment 5. Will you accept a check payable to DCM, or does it have to be NCDENR?
Comment 7. 1 don't have a JD from Emily Greer yet, but she has verbally approved the wetland line as shown on the
maps. Do we need to wait until we get the JD before we submit the application, or can we move forward with just the
verbal approval?
Comment 8. Do we still need to show the fill dimensions for the subsurface piping even though it is a directional bore and
no actual fill or excavation will take place here?
Comment 9. The diffuser is 8' wide but the height is only 2.5. So there will be 5.5' of water left in the -8' NWL channel. I
will clarify this in the project narrative.
Comment 10. How does the shoreline differ from the NWL? Side view detail and water depth contours are shown in
Appendix B Figure C-311. But we will add the AEC and buffer lines to WI-11 and label the subsurface section of pipe.
Thanks!
Kim
Kim Williams I Environmental Scientist
Land Management Group, Inc I Environmental Consultants
Direct: 452-0001 x 1908 1 Cell: 910.471.5035 1 Fax 910.452,0060
Email: kwilliamsCdlmarouo.net websitemww.lmarouo.net
3805 Wrightsville Ave., Suite 15 1 Wilmington, NC 284031

LMG
LAND MANAGEMENT GROUP,.
fn.uonmeAW Consultants
From: Connell, Brad fmailto:brad.connelKGlncdenr.aov]
Sent: Friday, October 04, 2013 11:12 AM
To: Kim Williams
Cc: Brownlow, Roy
Subject: Craven County diffuser application --revisions request
Importance: High
Ms. Williams,
Your CAMA Major Permit application package is thorough and well prepared. However, the following revisions to your
application package must be made before the DCM can accept it as complete:
1. Agent Authorization Form: is the name of the property owner applying for the permit Roy Hayes, or Craven
County?
2. DCM Form MP-1, 1: the applicant is Craven County c/o Roy Hayes (Craven County is a municipality, not a
business);
3. DCM Form MP-1, 3: please list the State Road numbers, the city, and the zip code;
4. DCM Form MP-1, 6d: please provide a copy of the legal instrument that gives Craven County the right to
perform this development (i.e. a deed or easement);
5. DCM Form MP-1, 6e: please submit $400 payable to the NCDENR;
6. DCM Form MP-1, 6f: please include their telephone numbers;
7. DCM Form MP-1, 6i: please include signed USACOE wetland delineation documentation;
8. DCM Form MP-2, E&F Table and 4a: please include the fill dimensions for the subsurface piping as well;
9. Project Narrative: please discuss how the 8' width of the diffuser will not be a hazard to navigation in -8' nwl
water depth(?);
10. Work Plan Drawings: on sheet WI-11, please label the shoreline and the waterbody and label the subsurface
section of the pipe. Please show the 75' Estuarine Shoreline AEC and the 50' DWR buffer lines. Please show
water depth contours labeled navigational marker locations, and provide a side view detail of the diffuser pipe
relative to the subsurface piping to the suspended section within the -8' nwl depth contour along with it's
associated support structures and navigational markers.
Your attention and cooperation in this matter is greatly appreciated. The DCM looks forward to your re -submittal. If I
can be of any assistance in the interim, please do not hesitate to contact me.
Thank you,
Brad Connell
Field Representative
NC Division of Coastal Management
Peace be with you.
E-mail correspondence to and from this address may be subject to the North Carolina public Records Low and may be disclosed to third parties.
<hr

development that does not
involve the filling or
excavation of any wetlands
or open water areas
IL pUbH6`r c6 mercd
development that does not
involve the filling or
excavation of any wetlands
111. For Development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if
Circle One
100%
$100 "' 1C0% (
0%
o,c nv it LJU -I lUU% t$L�)U) U% t. u)
sl development I
Water Quality
in No.t3490
III(b). Public or I $400 I 100% ($400) 0%
commercial development,
if General Water Quality
Certification No. 3490 (See
III(c).If General Water
$400
l . - " " 60% ($240)
- 41 ($160)
Quality Certification No
3490 (See attached) could
be applied but DCM staff
determined that 'addit onal
review and written DWQ
ti
concurrence is needed
�+
because of concerns
related to water qU a ity or
�)
1e
aauat c life ;.
"3�?'�.'OsN;ri'
.`;.v1�.�;
AI(d). If General Wate
$400
Mali
60% ($240)
�400j$160)
Quality Certification No.
3490 (See attached)
canno ed
1V-70evRIYmentMet
$475
9 601Y.($285)
405b($190)
involves the filling and/or
excavation of more than
one acre of wetlands
and/or ooenwater areas
Check
Amount $ Project

vuimr a.00rueaaror: "h
rernin
lurj 4" [ C!l lTf. N ,4 I: Y Y 1 ► .191 l�Y
Agents:
DCM Field Offices
Elizabeth City (with revised work plan drawings)
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington: Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Dave Timpy
Cultural Resources: Renee. Gledhill -Early or([e-mail])
Public Water Supply: Debra Benoy (WIRO)
Joey White (WARO)
NC DOT: Ken Pace �
Shellfish Sanitation: Patti Fowler
State Property: Tim Walton
Water Resources: Karen Higgins (Raleigh) �—
John Hennessy (NC DOT)
Washington: Anthony Scarborough J
Wilmington: Joanne Steenhuis-401
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources:
LPO:
Maria Dunn (WARO)
Fax Distribution: Permitee #:
Agent #: /

It
/Nbl
Sq WAVE,,-\
NEUSE RIVER LEF% IVER DIFFUSER
<P (CONCENTRATE 40
DISCHARGE)
NORTH
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- V
VI -17
SHEETINDEX
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Y
RECENED
NOV 13 2013
DCM-MMCrrY
J,
1500' 0 1500' 3000'
1 m m 0 m m
Oro E E 0 �PM
SCALF- 1"=1500'

SEE PLAN SHEET C311
FOR DIFFUSER PROFILE
SEE INSET
,r
TEMPORARY IMPACT D0IND
o ?°
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z� IMPACT
C z
o END SUBSURFACE PIPELINE
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PORARY
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INSET'A'
N.T.S.
PERMAN
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NEUSE RIVER
80,
0 80' 160'
SCALE: 1"=80' (Horiz.)
IMPACTED IMPACTED
AREA AREA
(PERM.) (TEMP.)
PUBLIC TRUST BOTTOM IMPACT
SQ FT
IMPACT PERM.)
640
IMPACT (TEMP.)
896
0
0
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0
0
0
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1� �`V,'frj<J � RL`�n1�L�LT CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
\/ 30 var.Ily DHw, 8u11a 500
Phw 1: [phone]. Fax: (919)2M-8031
Raleigh
F-1222 North Carolina WETLAND 8 STREAM IMPACT MAP L WI-11

TU
VICINITY MAP
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k JVjZM&(:R= CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
F-f222 North Carolina WETLAND & STREAM IMPACT MAP T & U

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# G
STREAM #G ZONE 1 ZONE 2 STREAM
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SO FT
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SCALE: 1"=50' (Horiz.)
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13
IMPACT TEMP. 321 413 - -
�1� ii'Tli1► Cam! +DL'L'il
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COUNTY POTABLE WATER AND TREATMENT FACILITIES
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SCALE 1 -w (Hain.)
CRAVEN COUNTY M , ,�� SCAF (71
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CANNOT BE MAINTAINED (DIVMIEEs)
SIMILAR PRECAUTDNARY MEASURES
PIPE LAYING CONDITIONS
WHERE GAS NANG MET
STANDARD BORE ENCASEMENT
CONCRETE ENCASEMENT DETAIL AT UTILITY
VT&
PIPE CROSSING DETAIL'D'
N'T's
LINE CROSSING
N.T.S
N.T.S
UNMI. CwEETE wryEMAY
.1. PAYMENT WBM
1/x' IXPAXRx .Wi WF & I.MWI.1 CENTRED IN A.
"BODi GOES) BARVII FXS'i. ttNQE2 MIEEMY
COST. UNg51VEm e' W MIXNA CE A. P. CONCRETE (ilpl (gE Now ])
C NCREIE AAB w Gli (TYP BDM GOES)
. .
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me
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_
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f] S1r19
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PROPOSED WATER
RI
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uxE
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E N)
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e i
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BETAS TR. NEW MAIN
AYEIFR VARlE9
IM )
OR IY WHE"RCLEVEAMLEO(WATER)
PROPOSED YAMS ON
%PE CEH1ERm M
31 Yi ICI
REWREDS -_II
• DIP
EXISTING SiLRM YYER •
_
$
SECTION
PLAN VIEW
s3 �g "
N]1F:
1. DD11AE' IRE IIITJIESS 91NL Wl[X fNS1M0 R I. TINT e'.
ii a t�
B�
2 BE IRDWN 91YAAOE MAYEIMY.. BE BAOUELFD NM WY BOL OR
ROM
�g
ABC S1gE TD TN miinl CE M PROPOSED AAXRACE ME BAIXI UL 9ULL
E RIMED ALAI .1. x ACCOMANE WITH THE OECT 9SpIGATwS
• YAM SXAI BE DUCTILE IRON WE AT Au AREAS WERE MEWATE
• MAIN SNALL BE DUCTILE IRON PPE w CONCRETE
a 6
- e i3
COWt L.AHIDi BE MAINTAINED.
ENCASED AT ALL AREAS WHERE MINIMUM CIFARANLE nt
�a
].CwAACln1 TE: UP TO ME 91ALL RRIALE CgCRENAESi
J}rt ON OTHER SEE CE OUT AT MO APOTERVAI GENT.
•• CTRA MAY USE NJ FlTTNGS M1X pYGLAIIDB RES1RAXG AS
ON
ACEPTAAUE ALIERWnNE To RrowNG
COME,VFR CANNOT BE MAINTAINED.
]
TYPICAL CONCRETE DRIVEWAY REPAIR DETAIL
FOR UTILITY MAIN CROSSING
U.Is
GROUND EMIS.. STORY DRAW WE (SEE
VAS)
UNDER EXISTING STORM SEWER
(NO BENDS REQUIRED
EXISTM
GWND
M{ _ ee
B$ qI
33
!R I�1
EXISTING EMSTING STORY GNNAGE PIPE
GWXD MVARIES)
(/`1/i) %
RIP I M. CLEMANCE (CONCENTRATE FY)
CONCRETE_
BLOCKING \ N YIN. CLEARANCE (CGCDITRAIE M)
3, I
CONCRETE •
� •
(1W) Y(�
1 OR 18' MIN. CUEARANLE (WATER)
NEW PYC YN BLOCKING IyI��4 G IY ON. (CLEARANCE (NAIFR)
� Ir
]/r• 1NMST COMI
" �TiREADED
RWS"
PEAT WE SZE
/
NSNZnETALJ N:W PVC MAIN
ROTATE AS (DIAMETER VARIES)
gEnMRm
2� MIN
f ' ,t CLE.An M)
ON CE (WATER)
ff.=
, 1£RT BEVARIES
BENDS
A qp
PgGOSD YNY ZnFe
•DIP---
p�/Y}�
TIEIBT Cp1AR
CENTERED ON tlOIE
EYASING STORM
A 43i 0
FOR STORY DRMIAGE PIPES ON
EB TING mom-MCOOT YCWT R/'M, ALL NEW MNNS
(S
TRRUST CGI
S TION 1A W
sm SEWER (SEE UNDER ORF
COgS
tlD]F;
DRAINAGE PIPES UNSS
VARIES) LADLED OTIERRSE
tI 13E RG WE AT ALL AREAS WERE ADEQUATE
2013 • MAIN SXME BE DUG
MAIN AINL BE DUCTILE IRw WE AT NL AREAS WHERE MEWATE
COMER CANNOT BE MANTMNm.
cCA0 CANNOT BE MAINTAINED
FOR UTILITY MAIN CROSSING OVER EXISTING STIX2M
^ (CONTRACTOR MAY USE NJ nTYNGG WITH RESTRAINING GKENOB AS
•• CONTRACTOR MAY USE W HTTMGS WITH RESTRAINING GLANDS AS
RIPE ON PRIVATE ROADS AND EASEMENTS
STAR a
BmtBA BTANIMxPOP
ACCEPTASE ALTERNATIVE TO RLCOMG
ACCEPTASE ALTERNATIVE TO NODDING
NO BENDS RFOlRREO
NRTM GNELW
WPM"
•MHDCITY PIPE CROSSING DETAIL'A'
PIPE CROSSING DETAIL'B'
PIPE CROSSING DETAIL'C'
EPT. p TMIxaRTAT=w
Dn=n=alME XWN re
UNDRNT
Too B R AE Yv TWEE AB
N.TS.
NT.S
N.T.S.
\N CAROB'.
<"8.':
6 J
♦�
V
:_ CRAVEN COUNTY
.
CRAVEN COUNTY
POTABLE WATER SUPPLY AND
TREATMENT FACILITIES — PHASE I
DAre Nsr zaz
Yn PRDL E I�x-Dom
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�_
SCALE
DRI wTAL
x.
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moJse
1730 Vasty DOW. %qe SEE,
r' a
406 CRAVEN STREET
aETAo-n nR
_
AMILAURAWD
TJ ,IROp ;,
R.IMI" Norm Cordaro Tx6M
Pllane [phone]. Fax (919)233-RNt
UCe F 1222
NEW BERN, NC 28560
OFFSITE UTILITY LINE DETAILS 7 OF 5
PRw YG. nw
W
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-
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[phone]
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A S PERMIT SUBMITTAL -
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STA_ 499+80 STn. 513"SL�
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16" GATE VALVE w/
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B-43 N B-42 B-41 a' Mas Al: 1 xq
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8-44 18" 11.25" RJ BEND (VERT.)
I
\ I 16 PVC C N
ENTRATE LINE
0 CONCENTRATE DISCHARGE DIFFUSER INSTALL BY HORIZONTAL DIRECTIONAL DRILL '"" -""" 18" HDPE PROPOSED CRAVEN
(LUMP SUM PAY ITEM) FROM DIFFUSER (5DU+50x) TO STA 513+503 COUNTY 20' PERMANENT 15 L25' RJ BEND (VERT_)-
- (LUMP SUM PAY ITEM) - CONCENTRATE LINE I UTLITY EASEMENT e
t.. T6' t6 RJ R=]UCERJ
-1 - ,... -K;
II,,,''��E_y
Y O�0 I �p9JJSOAKIISSTAIELY MI ROMFNi4 PROIOSONS RUCFONTEMPORARY
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16" 90 _
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PROPOSED TEMPORARY eoo. 1s/5/Po9e OSJs w" " /
_
X o
NEUSE RIVER CONSTRUCTION EASEMENT f r co ', / 5 $ r.LrEM
jai FOR HOD STAGING
MATCHLINE STA. 516+00
SEE SHEET C312
1X GAGE A-.
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.
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_
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4
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-
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:
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is" HERE DIREC110NAL DRILL LUMP SUM PAY ITEM
-5
500+00 501+00 502+00 503+00 504+00 505+00 506+00 502+00 508+G0 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+D
CRAVEN COUNTY POTABLE WATER ANO TREATMENT FACILITIES
. axa NEUSE RIVER DIFFUSER C-3'12
Rel�l b Nerth Carolina

-2
-4
� 18` 11.25' RJ BEND
qTRATE DISCHARGE DIF
SUM PAY
ITEM)
SUM
TO STA. 513+50t
GATE -VALVE
SCHEDULE 4D
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Sr BURIED
GTH. PAINTED
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11K
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I
I
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oc
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m�
554
lilt
61.0
lit
V4
1 500+00 501+00 502+00 MituU —1— 1-1— -.1 --- -- ------
513+00 +1
I COUNTY POTABLE WATER ANO TREATMENT FACILITIES
NaiuSEZ RIVER E>IFFUSIIEM 0-311

9
NI
DURSSYA.,I AD
eA E N ro r n.ARM__ _ ____ ____
la IXPXE
UXOISNRBED EART,
ro 8< Mslulm AT WIWw IM wlERvus EER PPE OR•_
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EASIEN SRYIE ACES To 61TNN
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___ __
-
BEWW PIPE - NWRRN PIPE SXALL xE BEDUFD W TO
�- SANG ME AHU YINIW41' BDA
WIRY DE flPE WREN NE! AREAS
SHAPW SU9ONAM ME ENODATTRED.
AI LPDWDE IEARIHB - -
♦Itw anRE tFNGM
IX PIPE BARRLL
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I( �`pEXa R�pWE•
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ADDDSEEHµL BE PANNED YIN�E
R CGA15 CE RINYI%%5 A. PRWi.
NEOPRENE tl1 MT -ON SPACERS (56 MORN
ENLL� dD4 WIX
YAXWIY N R —
C!
• .
e _ s
•• ONCRflE ENCASEMENT
Q (JpOD P.S.I. CONCRETE)
Y iOHO
NAL
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i 1' THICK COMPRESSIBLE
A"E•'� JOINT FlLLER IMTERILL
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TA
STOP CONCRETE AT
t, NAME YP AND DR. FWL NAME .OF 3'
EgN'ki `tY LREI. MD
AOT ANN, WiEIDAI
•'`..
PIPE CENTERIIIE
W.. uA.R LAMB MAM rR SIA41 W W A
UMW 3
YIX'EGX E 3_r W ER
S%5 �)
SILO'- ••
y:_ A
!4`•!' I
BAN 2 4 12- MPE 12• PROPOSED MAIN
2. vnxc mxxlpx6 MAY s IEWIAYD
WE THE MAN oPMMS AN g6MNG UNUTY IAE Ii
RSER ro
l% Br MElai I91C CdAM1M MAY NM6AUCf F%GWATABIE RpNSE E4
ART -SEED GLUM W 1£U CE M` NARK IE ANn-MEN CtlYR
J
MIN. D.D. MN.
2014
W. AwAfE aANXfI. APTIGRIE W.
YLTY_CIIIS
OR BY WENT Y YIN. MrD SRTM AROK MR. ACW APPROVER BY EMYIEER.
NFM WR3LL
L1AB
DUCTIEIRONWW
PIPEIAYIN3LGNpTON
DECRdIG MNRq eAus AT lW, ON
mlme t AT. uAdd BAu- 6WLL
(T"
ANTI -SEEP COLLAR DETAIL
ILT.S
IDEEPRENE IXNxY'
. (SEE"°"')
�'crr
1Y PIPE MI
�C:L+ (MIN.) O.D. (uW.> EXISTING UTLM LINE
STOP CONCRETE AT
ME RETNIFD AT 1 1/2 ro 2- C@.
PFE CENiERl1NE
RDWR`l tl OLAND
NEEi. MAWER . SHAu BE WATAIED -- -_ -
G4RId PIPE
_
CQX%BBEIIT.Y Wnl RPE YM6A BMLS
t' TNICK COYPRESSIBLE
SxAL WL BE MSTAuflI AFTER MNCII MERE - PI
BEEN CpFETFIY BAOSUED.
t''
SlE4 dGEdEMi PPE
FlLLER M4TRYL
p
SL 6lWE
BONDED PIrt -
NEM E%ISTNO GAS MAIN
Fg MNN SDI �JCILL£ IA. �(SZE VARIES)
PIPE AT ALL AREAS YMERE ADEQUATE IYYYYYY
YGVM
CONT
m =jam COXCRLiE ENCASEMENT
..YE (}(qp P.S.I. CONCREM)
_______
_::: _ .:: _
COKR CANNOT BE MNNTMEO. � PROPOSED PVC
Ir YW
CLEARANCE W'NI
ly$$
�,
SHAPED SRME
...
I. NI PAI E CR Ntt SPACERS SHALL BE USED IN IVU OF TMBER SKNS
NEND ENIpE IENGTNWAANS N" 1 D0. WIL
THREE 6PACd6 PER A XiTSXNLLLBE USED FOR O.I.P. 6E USE➢ fM PVC CARPER d PIPE AND
PROPOSED WIN
a PPE WA'¢ I
h1 IF 41. PIPE CENTERED CH E%KTING NONE: CONTRACTOR M PEIrgfM
3 2 EA Yr' S.S. BPIDL£ PWS SMALL BE REDUAED pl ALL YXE6 S'P AND SMALLER.
SE REQUIRED ON .LLL uxFS IV. AND V.RGER.
PVC MNN
GAS MAIN Mti1Y: WN. CLEARANCE VACUUM, HOLE TESTNO PMM T) CAVANON ANDA
CANNOT SIR USE
CANNOT BE MAINTAINED (OIANETIX IXSYIAR
GRRId PIPE SINL BE
IAYIID
N3COITITRDN
V.VBES) PRECMl11CNARtHARD°MEASURES
PIPE LAYING CONDITIONS
WHIE E GAS MARTS EMST.
STANDARD BORE ENCASEMENT
CONCRETE ENCASEMENT DETAIL AT UTILITY
N.T.S.
PIPE CROSSING DETAIL'D'
N'Ts
LINE CROSSING
N.T.S.
N.
.TURNED CONCRETE W IMEWAr
W%MIW PAYMENT WORM
1/T dPµNOI JCWT RWP !rt !,b CONTEND M SAB
(M WT1 SEED SAACUT EXIST WNCRETE DAIHWAY
TEST ..SPURRED B YM MIC%N65 BE SOOD PS CONCRETE cro) (SEE NOTE 3)
DOW ETE SLAB W CUT (M MINI sup
REN 'NDE3RY
GMNIM A NlIS1AO
'ALL.Iam
S3dAL %iB 3AYtl19d16 BDi
[PROPOSED WATER ME
A
n
�'.••':-` :r :• '�
it Igg
r
/ 3
ExISPNG
GRWND
NUMON
1031tl1S _
SYIV13tl 1M�AVA
Mb SHIM TRAM B NSITI%9
0 COYPACiEO / B
0
/6/
1 W E
S1i1 ENDED 11 11.,
CABc BASE �/ / UNU6TIMBFD COILRER GMIEMAr
PROPo3LD WAh4 NNE
OWPMIED 61LL PER/ �% TZ
sPECPEAnoW /
RCOS- 1 I VT
Ndi121Y1TAL%vcB WI I
RLa (SEE STORM
SEWER (SS vARES) 2. AWN. CLE,•RAXCE (CM(SNTRATE RM)
M 1B' YIN CIPMNICE (WATER)
1
G' IE 1 �I
rq¢ OF AMID PA:➢ENT
/
BERDS (TIP.) NEW MAN
ROTATE AS (gAMETIX VARIES)
REQUIRED •DIP
PRCPOSFD NAM 2Hi
IN CENTERED OH
FMB1WCr BTOM SEWER
01 I01 i
$
is
SECTION
PLAN VIEW
MPE.
IMMAREA SHALL MATCH DPETPIC IE DWATEA THAN r.
z M TRIONa SUSM T WIFAAL 91NL BE NACNEIUED wM MY SEAL OR
NDgS
NOTE.:
$WE Ee
ABC STOE TO TIE SOTCM Cf IE PRrnOSE➢ 6UBOiACE M BACJDBL EIWL
BE INAttO A, CwPACRO n ACCGROANCE'NM M PROECT 9FOfYATa14
• yRN SIA31 WCTCE IRCH %PE AT AL NYAS MERE IDEWATF
• MAIN SHNL BE WCTIE RCN PIPE OR CONCRETE
,6
-_ E •y1 e
�� •' i3
DORMER CANNOT BE NNXTNXED.
ENCASE➢ AT NL MEAS WERE MHW1N CLEARANCE OR
- q
]p
3 COIIRMia: SINL REgALE CCNCREIE VP i0 M XLMFST
JOINT W BMR SEE a CVi AT xD ,, UP TO D8E
•' dHIRACTR MAY UK W FITTINGS WIN RESTRAINING MINES AS
ACCERTABIE ALTERNATYE TO NODDING.
LAVER CANNOT BE WVMAWED.
TYPICAL CONCRETE DRIVEWAY REPAIR DETAIL
FOR OTIUTY MAIN CROSSING
N.T.S
MOU"RE onsnlc sTORU DOWN PIPE (sum
WARES)
UNDER EXISTING STORM SEWER
(NO BENDS REQUIRED)
E%ISTH-
CROUHD
6 pl = IBI �A
IXIRMO EXISTING BROWN DRNNAGE PIPE
CRWND (SIZE VANES)
2.' ARM CLEARANCE ICdICENRGIE M
CONCR I- MA
(CONCENTRATEER)
BLIX2(( NJ 1 ���
L
CCNCREIE
NEW PW, YA BIOCKWG c Ir Al CLENNXCE (WATER)
OR tr A. CLEARANC�W
` (N
'NIN MRUBT CIXINt
RIRERAED
ROD$'•
5�pEOIBrD
�VA
KRONE (TKJ NEW ETE MAIN
KRONE (TYPJ (DIAMETER VARIES)
_ `
-.
l 21' WNPPE
CRIB YN UEARANCE (CLEVt/IN4 (WATEit)YERTj
_
BEX05 VANE$TEAREDBENDSD•DIP
?...
PROPOEF
PIFK CENTER.0�I��ii�R�Cr:
iITANnFMD
TP015I C0.VA
EXISTING
FM OPERA DRAIWGE PIPES CMEXISTIT
NCCOT R/W,, ALL NEWMAINS
nYnrsT calAR
SECTION NEW
STO� UNDER AROUND
NOTES:
ZYJ1E:
STORM MAINAGEE PIPES
V'0U6) NOTED OTIERMAS
:C{M A/I 1P{R
SHAD BE NIRMIPIED. MRS AT ALL AREAS WERE ADEQUATE
•COMA SIN. E DUC IR PPE AT ALL AREAS "RE ADEOVATE
WW 6OIJ COVER CANNOBEMNX
OT
FOR unuTy MAIN CROSSING OVER FmsTNG STORM
•• CONTRACTOR MAY ua NJ FITTINGS MM RESTRAINN. SINUS AS
A PTABIE ALTRNANw TO RCMING.
•• CONTRACTOR MAY USE W FITTINGS MM RESTiAMNC GUARDS AS
ACCEPL181E &MEANTVE TO RGCOING
PIPE ON PRIVATE ROADS AND EASEMENTS
(NO BENDS RFOUIRED)
STATE DP -
SA1LTSM ST. OVIrtIM NOR
a
INHDPIPE
CITX PIPE CROSSING DETAIL'A'
CROSSING DETAIL'B'
PIPE CROSSING DETAIL'C'
HERM Ox ORNAN
°�' °FM'IXiAT10F
DIWL6vaa IwaWvfi
PJABENT REPAIRS
wA WaENAWE YI%TYPES
N.T.S
x.T.S
N.LS
I
TNGRO
.fig
T1A4"T/'f11N(C71.1�1:RCEV
lYCl�l1Y1
`%
- CRAVEN COUNTY
CRAVEN COUNTY
POTABLE WATER SUPPLY AND
TREATMENT FACILITIES — PHASE I
W,E SEPT.
�� B '� '2
°EE'm IXW
AN
D
D300
_
tTw vDNIry Deis. sine soD
k •• 406 CRAVEN STREET
aEN® aM
AmTWL
-
°c
REIsiRN, NORM CNnIINO 2TfiD6
..
NN.L ARE. CUM
W
m
.tl4BIXfLR'•.
'.,�'PNERI+,.�`'
Po� (9-I Rost FOR; (YTY)zai-aDal
NEW BERN, NC 28560
OFFSITE UTILITY LINE DETAILS 1 OF 5
TAn's PERMIT SUBMITTAL
[phone]
()_
(CIVIL)
NCDENR
-
.WNL:HI,%BNa.ApRl

THRUST RESTRAINT FOR BURIED PIPE — MINIMUM
RESTRAINED DISTANCE ON EITHER SIDE OFFITTING
FITTING OR CONUTON
--PIPE`—
DIAMETER
11.25' BEN
iZF SEND
MY SEND
SW ELBOW
DEAD END
6
4'
8'
is-
39-
12T
W=
11'
22'
1 53'
129'
tY
B'
Is'
3t'
]3'
1e2'
16'
iPo
W
39'
93'
233'
24•
is
26'
B3'
I 12T
326,
THRUST RESTRAINT TABLE
N TS
%iEGEtV�F�
NOV 13 2013
BCMM MCiTy
MANY
x°TLs.
l•TOPM. . AL BEDF TYRE DIN
SS NO FRRCR. Wf SEK"�ARWNp FLSIWE
MFE MM NLL 4Y(NIFDB . °ESEFL
' TIM RWAC SST AR ApPoWE(I EWAL {S4 iwp
TAPPING SLEEVE AND VALVE ASSEMBLY
N.TS
NCIEL
L MAW %PE wN1 BE CENTERED Awl
MANHdE
2 CONTRACTOR TO INSTALL MAIN AT DEPTH
REWIRED TO FACILITATE INET.YON OF
AIR REIE/5E MANNME AT MI. P..T OF
NNE
1 SEE PIANS FOR PIPE YATERIA-
• VMERE OUCME IRON PRY IS SHOWN ON
THE ftA.S 0. THE CONCRETE PASS
AND COAT THE WTSOE OF THE PIPE THE
B/ME AS THE WSNE OF THE MANNg
UNDISTURBED CONC. THRUST
SOIL CDLLAR (30]11 P-u)
s TRENCH
R NTA"
ED
WALL ACKFlLL
UNDISTURBED
PLAN SOL
SCIIEWLE
Ml
a,
RING
CONC. THRUST
A (3000 P.51.)
• tO •
O
- _ REINFORCING
NOTE:
6' TO 16' MAWS - 12-NO. T BARS
20' TO 36' MAINS = 12-NO. B BARS
BARS PLACED AS SHOIVN
THRUST COLLAR INSTALLATION
N.T.S.
SEAL I FW ULE W PA"D AREAS fOR IRE W UIPMED AREAS
� VALK 60% CDYEA
P9 CONCRETE
� Y 1 DRAIN XOI£ M CONCRETE
gyi (sWPE RneR TO DRYN) RrP Of z)
LMT(ABLE 2{' RWG h LOKR NCO°T
TRAFFIC RATED x/ 1' DMLLID VENT HQE
u5E STAIMFSS sTE¢ MAIF:W s0.Ts
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MR R¢GY VALVE
2'ICOIATDN VALK AND
6• WET %PWc SHALL BE
sw 40ss vn
INSIDE OF ARV NPNHWE 91ALL BE
FACTORY EPDXY COATED NIN. 50 NIL
APRT WBPoCAHT TO
SURFACE DRY. EPDXT SEATER PRIME
E%1ERIw Of PK PIPE
COAIMC AND Fl1RSN COAIWG SHALL SFGDMN
TO PREKHT nw0
DE xsP too AND xsP tza
2 0 DRAIN NOfE
YW tY AS] STONE
TAPPING 51DpE (I OF 2)
2000 P9 CONWEIE
COMBINATION AIRIVACUUMAND AIR
RELEASE MANHOLE
N.T.S.
BE
D.
2LT
Hp CDNAEIE SXNL C/JKR .WY 6LL3 ux 4{AXpS
_A ALL FITTHC NID AC[EApR6 R1 BE YR"PPEp
-Mm 10 YR GLLYETIlIFNE PRIOR
TO PWRIH° -
BLOLRIxG
S WLUNE aIXRUni BIAXIHn SXALL nE AB RN.
pN THE MNIST U.N. 5Q®UIE
n. IN. mncX DEvw eAKD ex uopvuTELr
DRY CLAY OR CIF.1N WiY SAND MITI A
YWMW BFAPoNC PRFSSIIRE OF 4.
L85/lT'. If "AR L910ITwn DIFFER f1xIY lXE
OE9w. THE 1xk15f P ODE . MLL NFID 10 BE
RE-EVAWAIEA
fIMwEO IRAOE
n
IN PA'h0 ARFA X
FMylm C.RApE
W IMPANO ARE,
RISE CwRSE
_
TATAMPEDDANLi4LPSE
AY
NEW UNRY I➢IE
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WY9t
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2 VALK BOX $IKUU) NOT CwTACT NEW VIINM LLSE
N! VALK
1 CW LPEIE PROTEMW PoW MAY BE USED IN UFll OF
ExcAsvENr M Iea•AVEo AREAS
VALVE AND VALVE BOX INSTALLATION
N.LS
8'
NO
TIMBER
T 's � •/01
�ersa�l �illh�.
mc'arra®EiB�dmi©rc'>rmracr
THRUST BLOCK DETAIL
N.i.S
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%uW DF{W. Fi.
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z «xc. w9usr %DnE
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••••••••••
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(LLS IF RFGa}
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1 EDAM xWEs Axp
MlIG6 9ULL S C1FAR
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FRE x1D RAxT A.WLLUC6
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N.T.i
Q
El M1MN 3V'
BOY
PRE (STRAP CONCRETE
CANNY TO PR£ N/ STAMLE55
SIEEI STRIP & INRNYARE)
THmin NM%
SOS
ls'
COLVA
BOTTOM
DIFFUSER DETAIL -PLAN VIEW DIFFUSER DETAIL - SECTION A
scALE - x.rs scATc - 1/Y = T'
CRAVEN COUNTY w ;�, a t��°°�; m
D300
d � CRAVEN COUNTY POTABLE WATER SUPPLY AND MAN D301i%��TREATMENT FACILITIESPHASE I
406 CRAVEN STREETCIVIL
�''. Ay�p /:� Pnpnc [phone], Fox: (919)2T}8031 '- �J NEW KERN, NC 28560
-"1T 2 ' (zsz)sss-ssaD OFFSITE UTILITY LINE DETAILS =rAnR 90% DESIGN SUBMITTAL �
wW.mdimcreed.cpm

STRUCTURE I SITE INDEX
NLMBER
STRUCIUFtEISRE
e0
PACDE666wLINND
1M
BIILKCHEAIGLSTORAOETAMS
IM
CALCITE FKTEAS AND& FEE08Y6TEL1
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1W
1.O FINISHED WA TEA 6TOMOE TANK
1W
CONCEN nRUNG....
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1W
GENERATOR AN. TMNSFORLER EOI .ENT
4 %
Eb51MG lO' ./ ❑ glWAIK, Try.
PRDG1E55 ENERLY
EaSFNENF M1° a /
�.G9� r CHLgtlNE CgITMT
y.5y 1 YG NK WATER TANK t TFAN3ER
STMALE GE TANK 150 PIMIPS 110
f 4H 0 PRCI.'m /ry
SECIICIY
FEIlCE / BWDNC 110
• / . CAIGTE L5. E Alt FQD rIW�Wy@
1S0 { y �'•
\ --- ❑ 0
Mon a6f1WK TN.
v\ R1FR5130 j
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WLK CHEMICAL
CDHCFMSMRRAtE STORAGE TANKS 130
q --�\A 1\ STATIdbO
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FEFICE. CAIE \
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II
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ADMIN. /Y
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TANK
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r 1 -PLANT CIVIL SITE PLAN
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FEN
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t
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—SEE (:206A
FM MII
SITE DESHM
a
9 J.
r RBmft,Ft.
'AN 24 ?014
ACV-Aftcril,
qg lEG1nENED
9
NOV 13 2013
DICIFt *P� C." y
KC D
5(AE: 1'"AD' (HaizJ
CRAVEN COUNTY � .A T
CRAVEN COUNTY POTABLE WATER SUPPLY AND D RR MR6MN
TREATMENT FACILITIES - PHASE I
V 17M V-stY 0—. Sate 5w O¢O[ED WR lFR1Y:Al li 1 DD
RmA1aN, F� cD.aIDD zzRoa - _ 406 CRAVEN STREET
Pnwx (s1s)zar-Bw1. FOc (e1s)zaT-BOB1 NEW BERN, NC 28560 aW
UC.¢ F-1323 z [phone] PLANT CIVIL SITE PLAN 90Z fed SUBMITTAL

CHLORINE
CONTACT &
TRANSFER
PUMPS
WTP SITE
(SEE PLAN SHEET C100
FOR PLANT SITE PLAN)
ADMIN. BLDG.
PROCESS BLDG.
FINISHED WATER
STORAGE TANK
IMPACTED
WETLANDS
WETLAND IMPACT
WETLAND #T I TEMP. I WETLAND U# TEMP.
///
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STORAGE TANKS
O
I �
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a
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n
a
r
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50' 0 50' 100
I
SCALE: 1"=50' (Horiz.)
CREED
�P7M i (B11B)233-809i.�eW (919)2
F-1222
CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
WETLAND & STREAM IMPACT MAP T & U I WI-15

16
7
'8'
m awsir/. • .
PORARY
IMPACT
INSET'A'
N.T.S.
FIEL99fl���V/�\ L
SEE
PLAN SHEET C311
FOR DIFFUSER PROFILE
��� NV9fCLlFF0..
a...EL.oflEflflfl.�^FFlllfllooEflo „�
SEE INSET
RTSONLN%
TEMPORARY
IMPACT
000 0�
fliRL. i_.__..
0
o
o PERMANENT
�'
VICINITY MAP
to IMPACT
oo
a
o END SUBSURFACE PIPELINE
ca
+ APPROX. STA 500+75 )
ea
by
S
N
w
PERMAN
IMPACT
NEUSE RIVER
80' 0 80' 160'
ME M ME
SCALE: 1"=80' (Horiz.)
IMPACTED IMPACTED
AREA i AREA
(PERM.) (TEMP.)
PUBLIC TRUST BOTTOM IMPACT
SO FT
IMPACT (PERM.) 640
IMPACT (TEMP.) 1 896
0
0
N
o
Lo
0
0
Lo
N
0
0
l0
0
0
0
0
0
N
0
0
0
0
Ln
CONCENTRATE LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILL
(SUBSURFACE PIPELINE)
NORMAL HIGH
WATER LINE
0
T7j0 50' RIPARIAN
BUFFER
o E ag
I ATCHLINE F E E 75' REA OF
SEE SHEET WI-10� E \\ `j= ENVITNMENTAL CONCERN
�A A9'*T/1T iL Cam! +D1L'LLY 1 CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
1173001VNrsityyolrole.Vs�lueCs7oo l.1�C,10E1!
Ph.,e: (919)20 8091. Fafl: (919W3-8031
F-1222 WETLAND & STREAM IMPACT MAP L WI-11

�" .• i / � � v '-C ' •i
f/A►EUSE RIVER DIFFUSER
�.,.% � /C'�, ' '•-----"�� ! /' �' .. `_'r-�rr �' �/ '\ I � �(CONCENTRATE
DISCHARGE) NORTH
�>r/ 16"CONCENTRATE LINE /
. cifRp
'YVI16
TFIElA4RD / ': :r!'\.•..�__
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//
b.
/ W— /,
10"RAW WATER LINE
i'W'/3, ����Oa /,iY� WE LSIE55 �✓ ti �1 v r /� I A? zr ii lv�>� �' _
g T
< yth.L,�x' -i �✓� /� Ny�o WELL SRE FBA 2 �_ `�_ �`_ / ice. .;--1 ', •`� / '' � /•
�� ���:{/ / '�S, A —3 /��V` �`�• il� �. •v'7 '� � i- / ��L, � � r����A f%C �. >� .. �1 r\
"" ::i/ /��� /�l>/'�'' Y•/r —g� 12"RAW `7 'Ib�Efx
!�
WATER I rW WATER ` 'A IC,T_; ' _�/ �;(•�� ,(� 1 r t � � ; ;r 'I-_. VY, �\v.
/ f•. •\ , ; O;RALIN=7j� �
./`•Y .yf' y i i��--y /• ;,</
t \ \ \"� �� - �' T V• 1 _.r: -�'�/ .c/(���./:�,: f_ lei --1 �-1 �\�%r�\ / ��
WATER LINE —$ �• '� / �N =-/ ;,•, �+ ;d,' %fYY
wl—
WELL SITE Site 3
VAI3RE Ste �yl 18 yJ', Y ✓ ���y-3 'V'/ 1\ `� `t' // �� - • .
>� / I ''� \. \ s�' .`�S'•�j• C:•�!F �� `(/�v rrA r \. �Y�w._s l,r'( y/
1 / •',a j"J'\��' /�, 24" i RT WATER LINE : / %
,!I '\ `•� // ',,1',•� ! 1 16" CONCENTRATE LINE /f RECEIVED
ir
NOV 1 3 2013
. 'J
1 \ 18'FIIHED WATE `NE
��• r 17
i { I __
L 5
WEL6ITE�VYIP SIfE �� _
•� 0;/1 \ I r
�\ :•.� I''� e�7 „ILA.$ Tu � J ^ . . � 1:
J4� Q 4 20/4 1500' 0 1500' 3000'
SHEETINDEX
SCALE: 1"=1500'
Cez L NIZMc(ITj� M CRAVEN COUNTY POTABLE WATER AND TREATMENT FACILITIES
17W Varsity Drl e. Suitee S
M
Pnc F..(919)233-ami. c (919)V}ttwi
F-IM WETLAND & STREAM IMPACT SHEET INDEX WI-1
North Carolina