20011134 Ver 1_COMPLETE FILE_20010627

W AT FR
Q
`w?? y
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 25, 2001
DWQ# 01-1134
Camden County
Camden County
C/o Carl Classen, Camden County Manager
P.O. Box 190
Camden, NC, 27921
APPROVAL of 401 Water Quality Certification
Dear Mr. Classen:
You have our approval, in accordance with the attached conditions, to dredge, fill and cover 0.01 of estuarine/Public
Trust Water and shallow water habitat in order to install a concentrate discharge/diffuser structure with anchor 100 feet
offshore in the Pasquotank River, Camden County, as described in your application received by the Division of Water
Quality on June 27, 2001. After reviewing your application, we have determined that this fill is covered by General Water
Quality Certification Number 3274 which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This
Certification allows you to use your CAMA Permit when it is issued by the NC Division of Coastal Management. In addition,
you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying CAMA Permit expires unless otherwise specified" in the General Certification.
This approval is only valid for the purpose and design that you described in your application. if you change your
project,;you must notify us in _writing and you may be required to send us a new-application for :a new. certification. If the.,
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. if total wetland fills for this project (now or in the future) exceed one acre,rcompensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this. approval to be valid, you..must follow the
conditions listed in the attached certification.' .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone Mr. Tom Steffens in DWQ's Washington Regional Office at 252-946-6481 or Mr. John
Dorney in Raleigh at 919-733-9646.
Attachment
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office .
Central Files
File Copy
Doug Huggett
Eric T. Weatherly, P.O. Drawer 1929, Nags Head, NC, 27959
011134
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail. Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
401:.Cognments
_"
Subject: 401 Comments
Date: Tue, 24 Jul 200109:52:07 -0400
From: Tom Steffens [e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
The following 401 comments have been entered into the system, and one that has no entry available.
#01-0835 Terry Smithwick, Beaufort County, 401- ISSUE w/no conditions.
NOTE: This project was in the ground completed before I ever saw the application.
#01-1110 Daniel Gregory, Perquimmons County, CAMA Major- ISSUE w/no conditions.
#01-0329 Robert Boyer, Dare County, CAMA Major-ISSUE w/no conditions
#01-0980 John L. Smith, Beaufort County, CAMA Major-ISSUE w/no conditions
#01-1084 NCDOT SR 1722 Beaufort County, CAMA Dredge &Fill- ISSUE w/no conditions
#01-0663 Ronald White, Pasqoutank County, 410-ISSUE w/no conditions
#01-0838 Dare County, Stumpy Point Ferry Landing-ISSUE WITH CONDITIONS:
-All fuel storage and fuel dispensers must adhere to EPA/SPCC rules and regs
-Facility must meet all Coastal Stormwater BUTS as per the Coastal Stormwater permit
-Permanent road crossing to spoils pile must utilize minimal impacts to adjacent wetlands during
construction and adhere to
NCDOT bridge/culvert BMP installation methods
? V1 0 FM t .AA:'
#01-07 Scott Mueller,RChowan County„401 HOLD for more information., Applicant has been contacted
y.
for more information concerning future development plans for, road crossing to nowhere
- The following project was not available in the.system::.r-
Qinden County, W kd.r Plant-with storage tank/effluent line/diffuser head. Recieved in WaRO 28 June 01,
ISSUE w/no conditions
Any questions or comments please call or write,
toms
Tom Steffens <[e-mail]>
Environmental Specialist II
DENR/DWQ/WaRO
.401 Wetlands
I of 1 7/25/01 10:54 A.
011134
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
June 25, 2001
MEMORANDUM:
ffl?WA
NCDENR
,=T

TO: John R. Dorney, Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Camden County
Project Location: South end of Chantilly Road (SR 1138) in Camden County adjacent to the
Pasquotank River
Proposed Project: Install a concentrate discharge/diffuser line associated with a reverse osmosis
water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 16, 2001. If you have any questions regarding the proposed project, please contact
M. Edward Harrell at [phone]. When appropriate, in-depth comments with supporting data
is requested.
REPLY: 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.
SIGNED DATE
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
A- -fTAT / TfT] n1 TrxTT % A T_TTTM%X A Tr% IV ArrTnXT VXVIT nVTD CnCf OL`/'.V/'+T Vn / InC1 DlYCT 11nXTCTT XCn ?AD=13
DCM % DWQ %
Development Type FEE (143001601.435100093 1625 6253) (743001602 435100095 2341
1. Private, non-commercial
development that does not involve 5250 100%(S250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
111. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, S. C, or D
below applies:
III(A). For Private, non-commercial
development. If General water Quality S250 100%(S250) 0%($0)
Certification Nc.3301 (see attached)
can be applied:
111(3): For public or commercial
development, If General water Quality $400 100% (5400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60%(S240)
40% (5160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
S400
60%(S240)
40% (S160)
can not be applied:
IV. or development that involves
the filling and/or excavation of more $475 60%(S285) 40%(S190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Camden County
2. LOCATION OF PROJECT SITE: South end of Chantilly Road (SR 1138) Camden County, adjacent
Pasquotank River
Photo Index - 2000: 170-1941 N115 1995: 170-1745 N/13 1989: 126-6 F/14
1984: 122-745 O/P-12 1978: N/A
State Plane Coordinates - X: 2833700 Y: 941000
Rover File: B062517A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06 June 2001
Was Applicant Present - Yes, represented
5. PROCESSING PROCEDURE: Application Received - 19 June 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Camden County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - water plant, storage tank, discharge line/diffuser head
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nP F.nC" Pn FTT.T .F.T) OTHER
(A) Vegetated Wetlands

(B) Non-Vegetated Wetlands --I F
(C) COVERED
Estuarine/Public Trust 9 square feet 9 square feet
Shallow Water Habitat L 48 square feet
(D) Total Area Disturbed: 66 square feet (.01 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Closed
8. PROJECT SUMMARY: The applicant proposes to install a concentrate discharge/diffuser structure
with anchor 100 feet offshore in the Pasquotank River. The structure will be connected to an 8-inch
line on the north side of Chantilly Road.
Camden County Water Treatment Plant
Field Investigation Report
Page Two
Project Setting
Camden County owns 6.33 acres of highground located in the Courthouse township of the
county near the southern end and on the east side of Chantilly Road (SR 1138). The county
has also purchased 1/2 acre of low-lying land comprised almost entirely of wetlands located on
the opposite side of Chantilly Road adjacent to the Pasquotank River. Elizabeth City Shrine
Club, which owns property at the end of Chantilly Road, has granted Camden County a 15'
wide by 267' long utility easement extending from the Pasquotank River to the 6.33 acre
parcel. To access the site turn east off US 158 onto Country Club Road (SR 1132). After
traveling 8/10 mile turn south (right) onto Chantilly Road and stop at the Elizabeth City Shrine
Club sign where the pavement ends. The 15' wide easement runs perpendicular to the road
and is marked by a pair of stakes set on each side of the road. The highground site is located
on the north side of the road approximately 80' from the right-of-way.
Elevation of the county's 6.33 acres of high, open land, which was formerly a farm field,
ranges 8'-9' above mean sea level. Elevation of the 1/2 acre riverfront parcel and the 123 foot
long portion of the utility easement which abuts it ranges 1.5'-3.5' above mean sea level.
Located immediately landward of the NWL of the Pasquotank River there is a 60' wide area of
Coastal Wetlands vegetated with salt meadow grass (Spartina patens) and cattail (Typha spp.).
There is a 60'-65' wide section of non-coastal wetlands located between the coastal wetlands
and Chantilly Road. Vegetation noted growing within the non-coastal wetlands includes
cypress (Taxodium distichum), sweet gum (Liquidambar styraciflua), black willow (Salix
nigra), wax myrtle (Myrica cerifera), groundsel bush (Baccharis halimifolia), Virginia creeper
(Parthenocissus quiquefolia), arrow arum (Peltanora virginica) and pennywort (Hydrocotyle
umbellata).
Development is proposed in the Pasquotank River approximately 100'-110' waterward of
NWL. The waters of the Pasquotank River in the vicinity of the project are classified as SB
by the Division of Environmental Management and are closed to shellfishing according to.the
Division's Shellfish Sanitation Section. These waters are classified as Joint Fishing Waters by
the NC Marine Fisheries Commission and NC Wildlife Resources Commission. The presence
of submerged aquatic vegetation was not noted in the project area.
Project Description
The applicant proposes to construct a 6,000 square foot reverse osmosis water treatment
facility and 500,000 gallon ground storage tank and install two wells on its 6.33 acre
highground site approximately 500 feet from the Pasquotank River. The concentrate stream
will be discharged approximately 100 feet waterward of the NWL of the river. A 12-foot long
header/diffuser assembly will be located at the terminus of an 8-inch diameter, 282' long
subterranean high density polyethylene pipe. The 8-inch pipe will be placed by directional
bore eight feet below ground/bottom level. The 282 linear feet of subterranean pipe will begin
Camden County Water Treatment Plant
Field Investigation Report
Page Three
approximately 180 feet landward of NWL within the 15' wide utility easement, run under a
120' wide area of coastal and non-coastal wetlands also located within the easement, and
terminate 100' waterward of the NWL of the Pasquotank River. The header/diffuser assembly
will be equipped with 8 six-inch diffuser check valves, and will be anchored to the sandy
bottom with a contour of 2.5'-3.0' below NWL by a 3'x3'xll/2' deep concrete anchor sunk
into the river bottom. NPDES Permit No. NC008661 was issued to Camden County on 29
December 2000. Within the project area the Pasquotank River is 1.5 miles wide.
Anticipated Impacts
. The header/diffuser assembly and concrete anchor will cover 48 square feet of shallow
water bottom of the Pasquotank River.
Less than a cubic yard of bottom material will be displaced by the placement of the anchor
and the emergence of the directionally bored 8-inch water line.
. Turbidity will increase temporarily in the project area (100' beyond NWL) during
construction of the 8-inch pipe, diffuser assembly and concrete anchor.
. The structure could possibly present a hazard to navigation.
. The construction of the 6,000 square foot reverse osmosis treatment plant and 500,000
gallon ground storage tank is proposed on highground approximately 500' landward of the
Pasquotank River and outside all Areas of Environmental Concern.
. The directional bore is proposed 8 feet under the 120' area of coastal and non-coastal
wetlands.
. The discharge will impact the surrounding waters due to salinity and thermal differentials
and other constituents which may be different from the surrounding waters.
Submitted by: M. Edward Harrell
Date: 22 June 2001
;p

Form DCM-MP-1
APPLICATION'
(To be completed by all applicants)
Jlf?? 9
b. City, town; community or landmark
Camden, NC ;
1. APPLICANT
c. Street address or secondary road number
Chantilly Road
a. Landowner:
Name Camden County
Address P.O. Box 190
City
Camden State NC
Zip 27921 Day Phone [phone]
Fax . [phone]
b. Authorized Agent:
Name Eric T. Weatherly, P.E.
Address P.O. Drawer 1929
City Nags Head State NC
Zip 27959 Day Phone [phone]
Fax [phone]
c. Project name (if any) South Camden Water and
Sewer District Water Treatment Plant
N07E: Permit will be issued in name of landowner(s), ad/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Camden
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pasquo tank River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a water treatment plant,
wells, ground storage tank, and
8-inch concentrate discharge line
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Construct an 8-inch
concentrate discharge line through
an easement on Shrine Club property
100 into the Pasquotank River.. Th
purpose is to discharge up to .430
MGD o R.O. concentrate
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
6.33 acres
b. Size of individual lot(s) 1.33 acre well site
and 5 acre WTP site
c. Approximate elevation of tract above MHW or
NWL 8 feet
d. Soil type(s) and texture(s) of tract
Dorovan-Chowan, Ch.apanoke silt loam
e. Vegetation on tract grasses (previously
farmed)
f. Man-made features now on tract none
g. What is the CAMA Land Use Plan land
classification of the site? (consttit the bcai Land use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Alwch zoning compliance certificate, i(applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
Ed Harrell 6/6/01
w 'Poe
m. Describe existing wastewater treatment facilities.
none
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
reverse osmosis concentrate from
water treatment plant
o. Describe existing drinking water suppl source.
Camden County via purchase tom
City of Elizabeth City
5. ADDITIONAL INFORMATION
In addition to the completer} application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Charles Stevens,
Address 114 U.S. Hi hwa West
11
Phone Camden, NC 27921 ?nz) _
Name Lillian Warden
Address 158 Chantilly Road
Phone Cam en, NC
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NPDES #N00086681 Camden County
12/29/00
• A check for $NO made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
U ' 9
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the day of Mav , W-2-001
Print Name 7,? lass e e ` Co . Mgr .
Signature
1-1& Gntr or Audw gent
Please indicate attachments pertaining to your proposed
project.
k DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
- DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment In the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP 2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given In feet.
Average Final
Existing Protect
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

1. EXCAVATION . N/A
a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED N/A
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Concrete anchor for discharge
header.Header is 8" dia.and 10'
longand partially submerged.
(in river bottom)
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of 4or?wdon)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
_ Yes No
(Concrete anchor)
PC - 01
If yes,
(1) Amount of material to be placed in the
water 1/2 cu. yd.
(2) Dimensions of fill area 3x3xl. 5 f t. ( anchor )
plus 10 ln_. f t . of 8" header wipe
(3) Purpose of fill to anchor discharge header
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
directional bore Pnui_= ent
c. Will wetlands be cr;,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or j
ILI'
J
Signature 6-
Date
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
?U'v7 '9 ?C"01
(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
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed water treatment plant,
ground storage tank, 2 well sites,
water mains
b. Number of lots or parcels 2
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 8.21 acres
(includes 31200 ln.ft,,6" w r main)
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted April 9, 2001
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt driveways, parking
g. Give the percentage?of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted April 9, 2001
i. Describe proposed method of sewage disposal.
on-site septic system
j. Have the facilities described in Item i. above
received state or local approval? pending location.
(Attach appropriate documentation) at WTP
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
RO concentrate from water treatment
process - see narrative an drawings
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
wells from Yorktown and Castle Hayne
aquifers
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
South en W rand Sewer District WTP
Appli t o Projec
`,v
2
Signature
Date
Revised 03/95
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s) N/A
(1) _ Commercial Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
delAl 1
e. Mooring buoys N/A

. 00
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give co Jere description)
directional bore arf 3-inch discharge
line approximately 100 feet out to a
discharge header assembly-anchored
to river bottom see attached drawing)
South Camden WzferJand Sewer District WTP
Appu =0rjec.
Signature
Date
Width of water body _
Distance buoy(s) to
shoreline
Revised 03/95
ice.--
ELEV._ -1.55, ,ELEV.. _1.53
ELEV.. -1.9% ,ELEV.. _1.99
``,111111111111111,
P
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SEAL
L 14996
ELEV.- -259, ,ELEV.. -255
ELEV.. -111 %
,ELEV.. -3.11
ELEV.. -155,
,ELEV.. _3,u
ELEVATIONS
(>ffl?x)
MIMED
JUN 1 9 2001
CAMDEN CO. WATER SYSTEM IMPROVEMENTS FIGURE 1
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH&ASSOCIATES, P.A. SCALE: DESIGNED: ETW
CONSM7AGBOMM 1 11=200' DRAWN: AFB
NAGS HEAD, NORTHWaI m 27959 DATE: CHECKED: ETW
25225. CROATANHWY, 917E 2A
252-441-30 FAX 252-44P2100 JUNE, 2001 SHEET: 1 OF
1
STA 3+60
5' 1-8" GATE VALVE
11 1-8" PLUG
END CONTRACT I
BEGIN CONTRACT IV
EIP X15' UTI _ -
8" DIRECTIONAL BORE
DISCHARGE LINE
f . --._ IITY - -
/ EIP EASEMENT
i ------
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R/Wl 100'
i A
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US L
14996
H R/W & EDGE OF
WETLANDS
EXISTING
WATER MAIN
P LAN
C; ,1-1
d ,??.,4.11

JUN 1 9 2001
PASQUOTANK RIVER

5 /W
' ' '
3 60
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ETLANDI 122
S 00
E ISTING GRAD
0

-5
8' MIN
10
NEW
DIR 282E
TIONA 8"
BOR DPE
PIPE
0+00 1+00 2+00 3+00
PROFILE
CAMDEN CO. WATER SYSTEM IMPROVEMENTS FIGURE 2
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH&ASSOCIATES, P.A. SCALE: 1 "=50' (H) DESIGNED: ETW
COAML 77AG EAGAESW 1 "=5' (V) DRAWN: AFB
lqj NAGS HEAD, NORTH CAROLINA 27559 DATE:
2522 S CROATANHWY, SUTE24 CHECKED: ETW
252-441-3913 FAX 252-44f-2100 APRIL 2001 SHEET: 2 0 F 4
10'
z' ? 2'
8" HOPE DIRECTIONAL
BORE PIPE
EXISTING GRADE
8" HOPE DIRECTIONAL I
BORE PIPE I SECTION A-A
4" DIFFUER HECK VALVE
18" O.CC BOTH SIDESS
?? I I 1 1
(12 TOTAL) 2"X1/4" S.S. STRAP W/
6"X3/4" S.S. ANCHOR BOLTS,
NOTE WASHERS & NUTS
PROVIDE NEOPRENE PADS BETWEEN S.S. STRAPS AND HOPE PIPE P LAN
AND BETWEEN CONCRETE ANCHOR AND HOPE PIPE.
8" HOPE DIFFUSER
MANIFOLD
•'?N CA R9
o'oFESS _ 1s' (TYP)'
i ?
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8" 30' HOPE
MITTERED ELL
30'
1
SEAL
14996
^/GINEF:???v ,
-EXISTING GRADE
8" HOPE DIRECTIONAL
BORE PIPE
A
16"
HDPE END CAP
IlLm
A 18,
3'
ELEVATION MOVED
8" DISCHARGE HEADER DETAIL JUN 1 4 2033
CAMDEN CO. WATER SYSTEM IMPROVEMENTS FIGURE 3
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH&ASSOCIA7ES,, P.A. SCALE: DESIGNED: ETW
CONSM7AGENG/NEERS 1/2 "=1 ' -0" DRAWN: AFB
lqj NAGS HEAD, NORTH CAgOL NA 2709 DATE: CHECKED: ETW
2522 S CROA TAN ff"AY, ME 214
252-441-M FAX [phone] APRIL 2001 SHEET: 3 OF 4
CONSTRUCTION NOTES
AND SPECIFICATIONS
LOCATION OF DIRECTIONAL BOREHOLE SHALL BE COORDINATED WITH
AND APPROVED BY THE ENGINEER PRIOR TO COMMENCING BORING
OPERATIONS.
2. NO VEHICULAR TRAFFIC OR CONSTRUCTION ACTIVITIES ARE ALLOWED
IN THE WETLANDS BETWEEN CHANTILLY ROAD AND THE EDGE OF WATER..
3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITIONS.
4. THE CONTRACTOR SHALL INSTALL A 10' X 10' CONTAINMENT FENCE
AROUND THE BOREHOLE TO HOLD EXCESS DRILLING FLUID AND
SPOILS. THE DRILLING FLUIDS AND SPOIL SHALL BE PUMPED FROM
THE CONTAINMENT STRUCTURE TO THE SHORE, WHERE THE MATERIAL
WILL BE REMOVED AND DISPOSED OF. NO DRILLING FLUIDS OR SPOILS
SHALL BE STORED ON SITE. EXCESS DRILLING FLUID AND SPOILS
SHALL NOT BE DISCHARGED INTO SANITARY OR STORM DRAIN
SYSTEMS, DITCHES OR WATERWAYS.
5. THE PIPE FOR THE DIRECTIONAL BORE SHALL BE HIGH DENSITY
POLYETHYLENE (PE 3408) DR11 IN ACCORDANCE WITH AWWA C906.
Fl-I TINGS SHALL BE BUTT TYPE FITTINGS AND SHALL CONFORM TO
AWWA 906 AND SHALL BE BUTT FUSION WELDED TO THE PIPE IN
ACCORDANCE WITH ASTM D3261.
6. DIFFUSER CHECK VALVES SHALL BE FLOW OPERATED ALLOWING FLOW
IN ONE DIRECTION. THE VALVE SHALL BE OF ALL ONE-PIECE RUBBER
CONSTRUCTION WITH NYLON REINFORCEMENT. THE DIFFUSER CHECK
VALVE SHALL CONNECT TO THE DISCHARGE HEADER BY SLIPING OVER
THE DIFFUSER PORT ATTACHED WITH STAINLESS STEEL CLAMPS. THE
DIFFUSER CHECK VALVES SHALL BE AS MANUFACTURED BY THE RED
VALVE CO. OR APPROVED EQUAL.
7. CONCRETE ANCHORS SHALL BE CAST OFF-SITE AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. THE ANCHORS JUN 1 9
SHALL BE SHIPPED TO THE FINAL LOCATION AND PLACED IN HAND
EXCAVATED TRENCHES. NO MECHANICAL EXCAVATING EQUIPMENT
SHALL BE USED. .,•''?N CARO
%
J SLAL _
14996
CAMDEN CO. WATER SYSTEM. IMPROVEMENTS
R.O. PLANT CONCENTRATE DISCHARGE
141
HOBBS, UFCHURCH & ASSOCIATES, P.A. I SCA`E:
CONSULTING ENGINEERS N0
NAGS HEAD, NORTH CAROLINA 27959 DA-E.-
2522 S. CROA TAN HWY, SU17E 24
252-441-3913 FAX [phone] A P R' L, 2 0 01
FIGURE 4
DESIGNED: ET4';
DRAINN: A-
CHECKED: E T Yj
SHEET: 4 OF L

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South Camden Water and Sewer District
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: Camden County

2. LOCATION OF PROJECT SITE: South end of Chantilly Road (SR 1138) Camden County, adjacent
Pasquotank River
Photo Index - 2000: 170-1941 N115 1995: 170-1745 N/13 1989: 126-6 F/14
1984: 122-745 O/P-12 1978: N/A
State Plane Coordinates - X: 2833700 Y: 941000
Rover File: B062517A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06 June 2001
Was Applicant Present - Yes, represented
5. PROCESSING PROCEDURE: Application Received - 19 June 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Camden County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - water plant, storage tank, discharge line/diffuser head
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) COVERED
Estuarine/Public Trust 9 square feet 9 square feet
Shallow Water Habitat - 1 48 square feet
1 (D) Total Area Disturbed: 66 square feet (.01 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Closed
8. PROJECT SUMMARY: The applicant proposes to install a concentrate discharge/diffuser structure
with anchor 100 feet offshore in the Pasquotank River. The structure will be connected to an 8-inch
line on the north side of Chantilly Road.
Camden County Water Treatment Plant
Field Investigation Report
Page Two
Project Setting
Camden County owns 6.33 acres of highground located in the Courthouse township of the
county near the southern end and on the east side of Chantilly Road (SR 1138). The county
has also purchased 1/2 acre of low-lying land comprised almost entirely of wetlands located on
the opposite side of Chantilly Road adjacent to the Pasquotank River. Elizabeth City Shrine
Club, which owns property at the end of Chantilly Road, has granted Camden County a 15'
wide by 267' long _utility easement extending from the Pasquotank River to the 6.33 acre
parcel. To access the site turn east off US 158 onto Country Club Road (SR 1132). After
traveling 8/10 mile turn south (right) onto Chantilly Road and stop at the Elizabeth City Shrine
Club sign where the pavement ends. The 15' wide easement runs perpendicular to the road
and is marked by a pair of stakes set on each side of the road. The highground site is located
on the north side of the road approximately 80' from the right-of-way.
Elevation of the county's 6.33 acres of high, open land, which was formerly a farm field,
ranges 8'-9' above mean sea level. Elevation of the 1/2 acre riverfront parcel and the 123 foot
long portion of the utility easement which abuts it ranges 1.5'-3.5' above mean sea level.
Located immediately landward of the NWL of the Pasquotank River there is a 60' wide area of
Coastal Wetlands vegetated with salt meadow grass (Spartina patens) and cattail (Typha spp.).
There is a 60'-65' wide section of non-coastal wetlands located between the coastal wetlands
and Chantilly Road. Vegetation noted growing within the non-coastal wetlands includes
cypress (Taxodium distichum), sweet gum (Liquidambar styraciflua), black willow (Salix
nigra), wax myrtle (Myrica cerifera), groundsel bush (Baccharis halimifolia), Virginia creeper
(Parthenocissus quiquefolia), arrow arum (Peltanora virginica) and pennywort (Hydrocotyle
umbellata).
Development is proposed in the Pasquotank River approximately 100'-11.0' waterward of
NWL. The waters of the Pasquotank River in the vicinity of the project are classified as SB
by the Division of Environmental Management and are closed to shellfishing according to the
Division's Shellfish Sanitation Section. These waters: are classified as Joint Fishing Waters by
the NC Marine Fisheries Commission and NC Wildlife Resources Commission. The presence
of submerged aquatic vegetation was not noted in the project area.
Project Description
The applicant proposes to construct a 6,000 square foot reverse osmosis water treatment
facility and 500,000 gallon ground storage tank and install two wells on its 6.33 acre
highground site approximately 500 feet from the Pasquotank River. The concentrate stream
will be discharged approximately 100 feet waterward of the NWL of the river. A 12-foot long
header/diffuser assembly will be located at the terminus of an 8-inch diameter, 282' long
subterranean high density polyethylene pipe. The 8-inch pipe will be placed by directional
bore eight feet below ground/bottom level. The 282 linear feet of subterranean pipe will begin
Form DCM-MP-1
APPLICATION'
(To be completed by all applicants)
P
9
b. City, town; community or landmark
Camden. NC
1. APPLICANT
c. Street address or secondary road number
Chantilly Road
a. Landowner:
Name Camden County
Address P. 0. Box 190
City Camden
State NC
Zip 27921 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Eric T. Weatherly, P.E.
Address P-0- Drawer 1929
City Nags Head State NC
Zip 27959 Day Phone [phone]
Fax [phone]
c. Project name (if any) South Camden Water and
Sewer District Water Treatment Plant
NOTE: Permit will be issued in none of lmdownerft), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Camden
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pasquo tank River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a water treatment plan
wells, ground storage tank, and
8-inch concentrate discharge line
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Construct an 8-inch
concentrate discharge line through
an easement on Shrine Club property
100 into the Pas uotank Rivera Th
Purpose is to disc urge up to .430
MGD o R.O. concentrate
Revised 03/95
Camden County Water Treatment Plant
Field Investigation Report
Page Three
approximately 180 feet landward of NWL within the 15' wide utility easement, run under a
120' wide area of coastal and non-coastal wetlands also located within the easement, and
terminate 100' waterward of the NWL of the Pasquotank River. The header/diffuser assembly
will be equipped with 8 six-inch diffuser check valves, and will be anchored to the sandy
bottom with a contour of 2.5'-3.0' below NWL by a 3'x3'xll/2' deep concrete anchor sunk
into the river bottom. NPDES Permit No. NC008661 was issued to Camden County on 29
December 2000. Within the project area the Pasquotank River is 1.5 miles wide.
Anticipated Impacts
. The header/diffuser assembly and concrete anchor will cover 48 square feet of shallow
water bottom of the Pasquotank River.
. Less than a cubic yard of bottom material will be displaced by the placement of the anchor
and the emergence of the directionally bored 8-inch water line.
Turbidity will increase temporarily in the project area (100' beyond N)AIL) during
construction of the 8-inch pipe, diffuser assembly and concrete anchor.
. The structure could possibly present a hazard to navigation.
The construction of the 6,000 square foot reverse osmosis treatment plant and 500,000
gallon ground storage tank is proposed on highground approximately 500' landward of the
Pasquotank River and outside all Areas of Environmental Concern.
. The directional bore is proposed 8 feet under the 120' area of coastal and non-coastal
wetlands.
. The discharge will impact the surrounding waters due to salinity and thermal differentials
and other constituents which may be different from the surrounding waters.
Submitted by: M. Edward Harrell
Date: 22 June 2001
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 6.33 acres
b. Size of individual lot(s) 1.33 acre well site
and 5 acre WTP site
c. Approximate elevation of tract above M1-1W or
NWL 8 feet -
d. Soil type(s) and texture(s) of tract
Dorovan-Chowan, Chapanoke silt loam
e. Vegetation on tract grasses (previously
f armed )
f. Man-made features now on tract none
g. What is the CAMA Land Use Plan land
classification of the site? (co suer dw mcat 1and use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-1
Q 2??f
m. Describe existing wastewater treatment facilities.
none
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
reverse osmosis concentrate from
water treatment plant
o. Describe existing drinking water supply source.
Camden County via purchase from
City of Elizabeth City
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Artach zoning compliance cerri, Pica e, if appli=bte)
j•
Has a professional
done for the tract?
If yes, by whom? .
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
Ed Harrell 6/6/01
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03195
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Charles Stevens:
Address 114 U.S. Hiahwax-138 West
Phone Camden, NC 27921 ??ZT33$=5511
Name Lillian Warden
Address 158 Chants y Mad
Phone Camden, NC 2/921
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NPDES #N00086681 Camden County
12/29/00
• A check for $59 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
JUG
9 2??1
6. CERTIFICATION AND PERAUSSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the day of May , )% 2001
Print Name Carl lasse d4 Co. M r.
Signature
/ - ----
g_U;7
Please indicate attachments pertaining to your proposed
project.
k DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Mal
Exisdog Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth
..4
3' 3' 1.5' 3'`

1. EXCAVATION . N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED N/A
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Concrete anchor for discharge
header.Header is 8" dia.and 10'
longand partially submerged.
(in river bottom)
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the watefl
Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
-y- Yes No
(Concrete anchor)
If yes,
(1) Amount of material to be placed in the
water 1/2 . v(l _
(2) Dimensions of fill area _ 3x3x1.5 f t . ( anchor )
plus 10 ln.ft. of 8' header pipe
(3) Purpose of fill to anchor discharge header
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled?
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
directional hnr Pqui = m n
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or
Signature
Date
Revised xN95
Form DCM-MP-3
UPLAND
DEVELOPMENT
JUN%'9 ,.
12V.j
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. -Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed water treatment plant,
ground storage tank, 2 well sites, i,
water mains
b. Number of lots or parcels 2
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted April 9, 2001
Describe proposed method of sewage disposal.
on-site septic system
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 8.21 acres
(includes 3,200 ln.ft, 6' water main)
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted April 9, 2001
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt driveways, parking
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
Have the facilities described in Item i. above
received state or local approval? pending location
(Attach appropriate documeuatdon) at WrP
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
RO concentrate from water treatment
process - see narrative an drawings
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
wells from Yorktown and Castle Hayne
aquifers
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
South Camden 6Jater and Sewer District WrP
Appli t?Projec N /
Signature
-5-, 21??
Date
Revised 03/95
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s) N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c.
d.
Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
tv,!/ 1
e. Mooring buoys N/A

9 ?0
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.F/A
(1) _ Commercial ^Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give rn lere description)
directional bore art &inch discharge
line approximately 100 feet out to a
discharge header assembly anchored
to river bottom see attached drawing)
South Camden W -e and Sewer District WIT
Appli or j
Ssgn`ature
.-,/6'-?
Date
Revised 0319S

ELEV.- -1.55' 'ELEV.. _135
ELEV.. -1.9 % 'ELEV.- _1.99
,\A CqR
?FESS%p,`;;?y '
SEAL
L'' t 14996
T • WEP??,.•r.
/?I/nnninlnN` 6I ?? (Ol
ELEV.
'ELEV.. -259
ELEV.. -111 ?
i ELEV.. -111
ELEV.- -x55'
F 'ELE¢- _x55
ELEVATIONS
itcam
JUN 1 9 20011
CAMDEN CO. WATER SYSTEM IMPROVEMENTS FIGURE 1
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH&AS50CIAIFS, P.A. SCALE: DESIGNED: ETW
COMM TGNGBVGNEBW 1 "=200' DRAWN: AFB
NAGS HEAD, NORTH CARa ffl 27559 DATE: ETW
CHECKED:
2522 S CRiOATAN HWY, SL17E 2A
252-441-3W FAX[phone]X.0 JUNE, 2001 SHEET: 1 OF 1
STA 3+60
5' 1-8" GATE VALVE
1-8" PLUG 8" DIRECTIONAL BORE
END CONTRACT I DISCHARGE LINE
' - BEGIN CONTRACT IV
EIP -?- . 1 l UTILIT'
EIP EASFIy NT ---
i
R/W i / _ 100'
C-)
i R/W & EDGE OF
?N CARD p
' WETLANDS i
EXISTING
Q' l '? WATER MAIN JUN 1 2m
VEAL =
14996 = P LAN PASQUOTANK RIVER
r: ?% ?oe v
"A,c FNGINE?.°F?
rWEP??,,.°? h I

5 i
W
' ' '
60 ETLAN 122
S 00
_ E XISTING GRAD
0

MIN WVE of
-10
"
NEW
DIR 282E
TIONA 8
?
BOR DPE
IPE
0+00 1+00 2+00 3+00
PROFILE
CAMDEN CO. WATER SYSTEM IMPROVEMENTS
FIGURE 2
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH & ASSOCIA TES
PA. SCALE: vs = 50' (H) DESIGNED: ETW
,
CONSM ThG EVGNEFS
q 1 "-5' (V) DRAWN: AFB
l
j
N4 GS&-4Q,, NORTH CAROLIM 27559 DATE: CHECKED: ETW
2522 S. CROATANHWY, SUTE2A

252-441-3913 FAX[phone]x10 APRIL 2001
SHEET: 2
OF 4
A
lo'
2'
8" HOPE DIRECTIONAL { I /
BORE PIPE
6" DIFFUSER CHECK VALVES
4 ® 18" O.C. BOTH SIDES
(12 TOTAL)
NOTE
?ROVIOE NEOPRENE PADS BETWEEN S.S. STRAPS AND HOPE PIPE P LAN
AND BETWEEN CONCRETE ANCHOR AND HOPE PIPE.
GUM
ANCF
Z 2'
18"
X-0"
2"X1/4" S.S. STRAP W/
6"X3/4" S.S. ANCHOR BOLTS,
WASHERS & NUTS
?f 8" HOPE DIFFUSER

51(Ty7P )G/ MANIFOLD

?
° _
'
_
°i
SEAL
14996
_EXISTING GRADE
° 8" HOPE DIRECTIONAL
I I
?. ,
A/C I -
'? BORE PIPE
,
"• SECTION A-A
,,,,,,,,,,,,,,,,/Z G Iv f
8" 30' HOPE
MITTERED ELL

-EXISTING GRADE
8" HOPE DIRECTIONAL
BORE PIPE
A
ELEVATION
HOPE END CAP
I-
L II, <
IlLm
<
<
?- 3'
FIZ -E.0
JUN 1 a 20LIJ
8" DISCHARGE HEADER DETAIL
CAMDEN CO. WATER SYSTEM IMPROVEMENTS FIGURE 3
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH & ASSOCIATES, P.A. SCALE: DESIGNED: ETW
COAGILTM SCAMS 1 /2„=1 ' -0" DRAWN: AFB
lqj NAGS HEAD, NORTHCA90LNA 27559 DATE: CHECKED: ETW
2522 S CROA TAN hA"AY, SWE 24
252-441-39? FAX [phone]M APRIL 2001 SHEET: 3 OF 4
CONSTRUCTION NOTES
AND SPECIFICATIONS
LOCATION OF DIRECTIONAL BOREHOLE SHALL BE COORDINATED WITH
AND APPROVED BY THE ENGINEER PRIOR TO COMMENCING BORING
OPERATIONS.
2. NO VEHICULAR TRAFFIC OR CONSTRUCTION ACTIVITIES ARE ALLOWED
IN THE WETLANDS BETWEEN CHANTILLY ROAD AND THE EDGE OF WATER.
3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITIONS.
4. THE CONTRACTOR SHALL INSTALL A 10' X 10' CONTAINMENT FENCE
AROUND THE BOREHOLE TO HOLD EXCESS DRILLING FLUID AND
SPOILS. THE DRILLING FLUIDS AND SPOIL SHALL BE PUMPED FROM
THE CONTAINMEN-T STRUCTURE TO THE SHORE, WHERE THE MATERIAL
WILL BE REMOVED AND DISPOSED OF. NO DRILLING FLUIDS OR SPOILS
SHALL BE STORED ON SITE. EXCESS DRILLING FLUID AND SPOILS
SHALL NOT BE DISCHARGED INTO SANITARY OR STORM DRAIN
SYSTEMS, DITCHES OR WATERWAYS.
5. THE PIPE FOR THE DIRECTIONAL BORE SHALL BE HIGH DENSITY
POLYETHYLENE (PE 3408) DR11 IN ACCORDANCE WITH AWWA C906.
rIITINGS SHALL BE BUT[' TYPE FITTINGS AND SHALL CONFORM TO
AWWA 906 AND SHALL BE BUTT FUSION WELDED TO THE PIPE IN
ACCORDANCE WITH ASTM D3261.
6. DIFFUSER CHECK VALVES SHALL BE FLOW OPERATED ALLOWING FLOW
IN ONE DIRECTION. THE VALVE SHALL BE OF ALL ONE-PIECE RUBBER
CONSTRUCTION WITH NYLON REINFORCEMENT. THE DIFFUSER CHECK '
VALVE SHALL CONNECT TO THE DISCHARGE HEADE'R BY SLIPING OVER
THE DIFFUSER PORT ATTACHED WITH STAINLESS STEEL CLAMPS. THE
DIFFUSER CHECK VALVES SHALL BE AS MANUFACTURED BY THE RED
VALVE CO. OR APPROVED EQUAL.
7. CONCRETE ANCHORS SHALL BE CAST OFF-SITE AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. THE ANCHORS JUN 1 9 2m
SHALL BE SHIPPED TO THE FINAL LOCATION AND PLACED IN HAND
EXCAVATED TRENCHES. NO MECHANICAL EXCAVATING EQUIPMENT
SHALL BE USED. .•,??N.,CARO "'-
:??o?OFESSiO* . ?y
S tAL
14996
c FNCINE?e
T wi E P? ,.
CAMDEN CO. WATER SYSTEM IMPROVEMENTS
R.O. PLANT CONCENTRATE DISCHARGE
NJ
HOBBS,, UFCHURCH& ASSOCIA TES, P.A. I SCA_=:
CONSULTING ENGINEERS N0 ``
NAGS HEAD. NORTH CAROLINA 27959
1522 S CROA TAN HWY, SU(TF 24
252-441-390 FAX [phone]C0
CA-c-.
APR:! , 2 1, 01
FIGURE 4
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South Camden Water and Sewer District
Water Treatment Plant & Discharge Site

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