20090527 Ver 1_CAMA Application_20090511

0 9'0527
J
A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
May 8, 2009 JOAv 11 zoos
MEMORANDUM ? wad RAUTY
TO: Cyndi Karoly H
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Pasquotank County; Reverse Osmosis Water Treatment Facility
Project Location: End of Rebellion Point Road (SR 1103), on the Albemarle Sound
Proposed Project: Subaqueous discharge structure
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 05/29109 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kelly Russell at [phone]. When
appropriate, in-depth comments with supporting data are 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 agency objects to the project for reasons described in the attached
comments.
SIGNED
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
DATE
An Equal Opportunity 1 Affirmative Action Employer
No One
hCarolina
AaAma!!U
• DIVISION OF COASTAL MANAGEMENT
„t r
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Pasquotank County, R/O Water Treatment Facility
2. LOCATION OF PROJECT SITE: End of Rebellion Point Rd (SR 1103) Pasquotank
County, on the Albemarle Sound
Photo Index- 2006: 165-7795(P-13) 2000: 165-1705(H-12) 1995: 165-1686
(P-3)
State Plane Coordinates - X: 2835000 Y: 880000
GPS:
3. INVESTIGATION TYPE: CAMA / D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 4, 2009
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - April 29, 2009
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pasquotank County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - None
Planned - Discharge line, diffuser structure
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nQCnr_Cn r-n 1 rrn

(A) Public Trust Areas, Estuarine

Waters
sq. ft.
FDisturbed/
cupied

(B) Estuarine Shoreline N/A

(D) Total Area Disturbed: 36 sq. ft.
(E) Primary Nursery Area: no
(F) Water Classification: SB Open: no
8. PROJECT SUMMARY: The applicant proposes to install a subaqueous discharge
structure approximately 1900 ft. offshore in the Albemarle Sound. The structure will
be connected to a 12 inch directionally bored subterranean waterline from Rebellion
Point Rd (SR 1103).
Field Investigation Report
Page 2
Project Setting
The Pasquotank County Water Department is constructing a new reverse osmosis water
treatment facility to serve the residents of Pasquotank County and the surrounding counties.
The new facility will be constructed on land adjacent to Foreman Bundy Rd (SR 1144) in
Pasquotank County and is proposed to be capable of treating 5 million gallons of water per
day. A concentrate discharge site is required for the operation of the new facility. Discharge
Permit No. NC 0088480 to discharge concentrate under the National Pollutant Discharge
Elimination System was issued effective Nov. 1, 2007 to the county for the facility.
The development site for the discharge structure is adjacent to 157 & 155 Rebellion Point
Rd (SR 1103) in Elizabeth City, Pasquotank County and on the Albemarle Sound near the
mouth of the Little River. The site is located approximately 18 miles from the proposed
water treatment facility. The proposed waterline will follow Rebellion Point Rd to its end
approximately 360 ft from NWL and turn to the right between two residential single family
homes. The county will install the water line along an easement granted to the county by
Anita and Kirk Oldham who own the property located at 155 Rebellion Point Rd. The area
is vegetated with typial lawn grasses and the soil consists of a silty clay loam. Both the
adjacent properties have bulkheads and pier structures. No submerged aquatic vegetation
was observed in the area and the water depth ranges from 2-ft to 8- ft at the terminal end of
the proposed directional bore.
The waters of the Albemarle Sound in this area are classified as SB by the Division of
Environmental Management and are closed to shellfish harvesting.
Development Proposal
The applicant proposes to construct a discharge and diffuser structure approximately 1900 ft
waterward of NWL in the Albemarle Sound. The discharge/diffuser structure will be located at
the terminus of a 12-inch PVC water line that will extend from the water plant on Foreman
Bundy Rd to Rebellion Point Rd. Approximately 100 ft. landward of NWL at the end of
Rebellion Point Rd., a directional bore machine will be utilized to bore a subterranean 12- inch
high density polyethylene pipe to the location of the proposed discharge/diffuser. A 10 ft. by 6
ft. pit, 3 ft. deep will be constructed for the drilling site approximately 100 ft. from NWL to
contain the drilling mud/ betonite slurry. The line will be installed approximately 15 ft. below the
existing bottom of the waterbody. The borehole will be approximately 14 inches in diameter to
allow for the installation of the pipe. Approximately 7 cubic yards of upland material will be
excavated for the temporary boring pit.
The proposed diffuser structure will consist of a 36 ft long 12 inch forcemain pipe with 8 diffuser
nozzles and 4 additional tap holes that will be capped off for future use. The structure will be
held in place by 3 concrete ballast blocks spaced along the structure and 1 concrete piling
extending 8 ft. above NWL. The piling will be marked with USCG approved reflectors for
boaters. An Environmental Assessment/ FONSI was issued on June 30, 2006 by the
Department of Administration.
*Field Investigation Report
Page 3
Anticipated Impacts
The diffuser structure will cover an area 1 ft. wide by 36 ft. long. An area of approximately
36 sq. ft. of sandy river bottom will be occupied/disturbed during installation of the structure,
involving Public Trust Area and Estuarine Water Areas of Environmental Concern.
The boring pit will involve approximately 60 sq. ft. of area outside the Estuarine Shoreline.
Spend boring material will be removed from the site and disposed of in an approved landfill.
The pit will then be fill and graded and returned to a preconstruction state.
Temporary water turbidity will occur during construction of the project.
Submitted by: Kelly Russell
Date: May 7, 2009

r
PROJECT NARRATIVE
PASQUOTANK COUNTY REVERSE OSMOSIS FACILITY
Hobbs, Upchurch & Associates, P.A. is in the process of designing and permitting a new
Reverse Osmosis (RO) water treatment facility that will be constructed on land adjacent
to Forman Bundy Road in the vicinity of Okisko Road. Ultimately, the water treatment
facility will be capable of producing 5 million gallons of water per day. The water source
will be withdrawn from a series of wells drilled into the brackish Castle Hayne aquifer.
The brackish water will be treated by RO membranes, which are designed to reject the
dissolved salts in the feedwater stream and produce a product suitable for potable
drinking water purposes. In this process approximately 75% of the feedwater will be
recovered for potable uses called permeate and the balance is rejected and called
concentrate. The concentrate will be pumped 18+ miles along the NCDOT right-of-way
to a discharge header assembly located in the Albemarle Sound off Rebellion Point.
There will be a temporary discharge location off of Halls Creek Road in the vicinity of
the Halls Creek Bridge. This site will be used to dispose of water pumped during the well
acceptance phase of the project. The construction of the temporary discharge is complete.
The second phase of construction will extend the discharge force main from Halls Creek
to the vicinity of Rebellion Point. A directional bore, which is the subject of this permit
application, will begin approximately 100 feet landward from the shoreline and extend
approximately 2,036 feet out into the Sound where the water depth is 7-foot. A bore pit
approximately l Oft x 6ft x 3ft deep will be constructed where the bore begins. The
discharge header will be attached to the bore pipe where emerges offshore. The discharge
header will consist of HDPE pipe with diffusers spaced to obtain maximum mixing of the
concentrate effluent with the receiving body. The header will be anchored with three
concrete blocks and one piling at the distal end. The piling will be driven into the bottom
and extend 8-feet above the waterline and equipped with a USCG approved reflector.
Other than the directional boring component, bottom disturbance will minimal; involving
installation of the piling and concrete saddles associated with the discharge header.
09-0527
DO MP-1
APPLICHION for

13
MaJor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Pasquotank County REVERSE OSMOSIS WATER TREATMENT FACILITY
Applicant 1: First Name MI Last Name
RANDY KEATON
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
39 Elizabeth City NC
ZIP Country Phone No. FAX No.
27907 0039 PASQUOTANK 252 - 335 - 0865 ext. 252 - 335 - 0866
Street Address (if different from above) City State ZIP
206 East Main St Elizabeth City NC 27907-
Email
[e-mail]
2. AgentContractor Information
Business Name
Hobbs, Upchurch & Associates, P.A.
Agent/ Contractor 1: First Name MI Last Name
EDWARD F LAWLER
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City state
1929 Nags Head NC
ZIP Phone No. 1 Phone No. 2
27959 252 - 441 - 3913 ext. - ext.
FAX No. Contractor #
252 441 2100
Street Address (if different from above) City State ZIP
2522 SOUTH CROATAN HWY SUITE 2A Nags Head NC 27959-
Email
[e-mail]
<Form continues on back>

r f 2 ,C § F<£i-<SR t;-0 AS
Form D,CM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
PASQUOTANK field adjacent to 157 Rebellion Pt. Rd SR 1103
Subdivision Name City State Zip
N/A,
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
PASQUOTANK LITTLE RIVER
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 ALBEMARLE SOUND
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.
PASQUOTANK COUNTY
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1860 ft 58 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4 ft ?NHW or ®NWL
e. Vegetation on tract
rotated crops, forest
f. Man-made features and uses now on tract
agricultural field, SF Dwelling
g. Identify and describe the existing land uses adjacent to the proposed project site.
single family residential subdivision to the the west of where the directional bore begins and agricultural fields surrounding
the rest
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
A-1 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
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?
1. 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?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4)
€' €
APPLICATION for
Major Development Permit'
m. (i) Are there wetlands on the site? ®Yes ?No
lp
(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.
Pasquotank County Water System
p. Describe existing storm water management or treatment systems.
NA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
CONCENTRATE DISPOSAL FROM A WATER PRODUCTION FACILITY UTILIZING REVERSE OSMOSIS TREATMENT
OF BRACKISH GROUNDWATER.
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 OF THE DISCHARGE MAIN AND DIFFUSER IN THE ALBEMARLE SOUND WILL CONSIST OF
DIRECTIONALLY BORING 2,036 FT OF HDPE PIPE INTO THE SOUND AND ATTACHING THE DISCHARGE
ASSEMBLY WHICH WILL HAVE CONCRETE SADDLE ANCHORS ON THE HEADER AND ONE DRIVEN CONCRETE
PILING.
d. List all development activities you propose.
INSTALL DISCHARGE FORCEMAIN TO THE POINT OF DIRECTIONAL BORE. RESTORE DISTURBED EARTH TO
ORIGINAL CONDITION
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? 700 ®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?
h. Describe location and type of existing and proposed discharges to waters of the state.
THE CONCENTRATE STREAM FROM THE RO PROCESS WILL BE DISCHARGED TO THE ALBEMARLE SOUND
UTILIZING A SUBAQUEOUS DIFFUSER
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
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>
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
• Major Development Permit
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) - (1) 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 Mr. Noel Meggs Phone No. [phone]
Address 157 Rebellion Point Rd Elizabeth City, NC 27909
Name Mr. C.H. Robinson Phone No. [phone]
Address 1830 Rivershore Rd. Elizabeth City, NC 27909
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NPDES N00088480 Nov. 1, 2007 Pasquotank Co. CAMA General A51423 Oct. 23, 2009
SW7090207 Feb. 16, 2009
h. Signed consultant or agent authorization form, 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 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 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.
Date -- Print Name RANDY KEATON, PASQUOTANK COUNTY MANAGER
Signature
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

Form DCM MP-4
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 that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial []Public/Govemment []Private/Community
®This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
[]Open water; no dredging required
[]Other; please describe:
k. Typical boat length:
m. (i) Will the facility have tie pilings?
?Yes ?No
(ii) If yes number of tie pilings?
d. (i) Are Finger Piers included? ?Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
1. (i) Will the facility be open to the general public?
?Yes ?No
252-80 2rf3 ;; t-Vn8 -4 t,t'0AST ; ?W v^, d ^c P." §C e nt,:}C c e sae d: 121271"V-6
• ey^, +,3 ",; ? ,i ?'?t F'' ? ??4Y1§C.'t ?,.drC .,, 3.v ?:.??. ? ? ? E;.?
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
ti ,..c-K?:. ?. ? u'?' `t -.: a.z:*-???viw+'?'iT :f Yr4s ik•?,t? „a .afitcESF1??:??e: n'S F_-[@t.. r'?Li `L'? 3;, a}. ' a ,.r, r+

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
f X41: "1
?C v

o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Govemment []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) CD This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ?This section not applicable
a. Is the structure(s):
[]Commercial ®Public/Government []Private/Community
c. Distance to be placed beyond shoreline 1870 ft.
Note: This should be measured from marsh edge, if present.
e. Arc of the swing NA
7. GENERAL
b. Number 1 DRIVEN CONCRETE PILING
d. Description of buoy (color, inscription, size, anchor, etc.)
NA
2= 7 s;ti+ 88 PCQA5 T wwv, r t cc..•,cf. ?rr.acS ,uc 'rzE:a'at r-1 revues!' 12 27 0-

ForR, DCM IMP-Z (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
19DO ft
b. Proximity of structure(s) to adjacent docking facdlties.
1586 it
Note: for busy or mooring plfing, use art; of swing including fongth
of vessel.
c. Width of water body
9.5 MILES
d. Water depth at waterward end of structure at NLW or NWL
7 N L
e. (1) Will navigational aids be required as a result of the project?
j$IYes pNo ONA
(II) If yes. explain what type and how they vAl be implemented.
USCG APPROVED REFLECTOR

8. OTHER OThis section not applicable
a. Give complete description:
One concrete piing will be driven to stabilize the distal end of discharge header which will be anchored to the bottom with three
concrete seddie anchors.
4/27109
Date
PASQUOTANK CONCENTRATE DISCHARGE ASSEMBLY
Pr*Cl Name
RANDY KEATON, PASQUOTANK COUNTY MANAGER
Appiirarrt Nemo
Applicant SI hue
252-808 280A :: 1-888-61RCOAST :: www_ncconsialmanagemcnt.nr t revised: 12127;06
f, __.
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Y
MAJOR PERMIT FEE MATRIX
Applicant: ? A 5<-? u Ar? u?J T -Y
Selection Development Type Fee DCM % DWQ %
(14300 1601 4351000931625 6253) (243001602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
0 development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

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Wo g g REVERSE OSMOSIS 12" FORCE MAIN DISCHARGE NJ CwwOing & `and Pimm SIM
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300 S.W. Ormd Wot PASQUOTANK COUNTY, NORTH CAROLINA " ? ttaa ? 29M
PAoea: (9100) ) 692-5616 -For. [phone]