20010634 Ver 1_COMPLETE FILE_20010425

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May 22, 2001
DW Q# 01-0634
Dare County
Dare County
C/o Eric T. Weatherly
P.O. Box 1000
Manteo, NC, 27954
APPROVAL of 401 Water Quality Certification
Dear Mr. Weatherly:
You have our approval, in accordance with the attached conditions, to place fill in 0.26 acre and disturb 0.48 acre of
wetlands in order to construct a community water system in Dare County, as described in your application received by the
Division of Water Quality on April 25, 2001. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3274. 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 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, compensatory 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 John Dorney at 919-733-9646.
Sincgrely,
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
Eric T. Weatherly, P.O. Drawer 1929, Nags Head, NC, 27959
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
010634
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), h"p://h2o.enr.state.nc.us/ncwetlands/
4?
ens I
MEMORANDUM
TO: John Dorney Regional Contact: Deborah Sawyer
Non-Discharge Branch WO Supervisor: Roger Thorne
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dare County Water Department County Dare
Project Number 01 0634 County2
Recvd From DCM Region Washington
Received Date 4/25/01 Recvd By Region
Project Type community water system
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA SMFT O N r- 30-22-8 SA HQW 30,151.
Y :;
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Recommendation forwarded to C.O. on 5/18/01
Q.
S ,SGl'P-- , yi c) C
1.7 cc: Regional Office
Central Office Page Number 1

DCM % DWQ %
Development Type FEE (14300 1601435100093 1625 6253 (243001602 435100095 2341
Private, non-commercial
1
.
development that does not involve S250 10090 (5250) 0°i° (SO)
the filling or excavation of any
wetlands or open water areas:
Public or commercial development
II
.
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. 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). For Private, non-commercial
development. If General water Quality $250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%(S400) 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
S400 60%(S240) 40% (5160)
determined that additional review and
written DWQ concurrence is needed
because of concems related to water
quality or aquatic life:
Iil(D). If General Water Quality 5400 60% (5240) 40%
($160)
Certification No. 3301 (see attached)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60°b (5225) 40% (5190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dare County - Water Department
2. LOCATION OF PROJECT SITE: North side of SR 1100 and US264, Stumpy Point Community,
Dare County and on Stumpy Point Bay
Photo Index - 1995: 177-1829 (J-16, K-17) 1989: 557-6 (K-6, J-7) 1984: 149-407 (1-7, J-6)
2000: 177-1974 (1-8,9)
State Plane Coordinates - X: 2960000 Y: 727700 Engelhard NE, NC UR
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 8, 2001
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - March 13, 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A 0 10 6 3 4.
Planned - N/A 1
(F) Type of Structures: Existing - ball field
Planned - community water system
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED- DiSTTTRRF.1l
(A) PTA 10 square feet 30 square feet
(B) ES 21,100 square feet
(C) Upland 47,207 square feet
404 Wetland ? 11,123 square feet
(D) Total Area Disturbed: 79,460 square feet (1.824 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a community water system.
i
Dare County - Water Department
Field Report
Page Two
Project Setting
The project setting involves the village of Stumpy Point and the area known as Lake
Worth which are located on mainland Dare County, along SR 1100 and along US 264. The
proposed project is a community water system which will include wells, a treatment plant,
distribution lines and a discharge line with a diffuser assembly to be located in Stumpy Point
Bay. The site of the water treatment plant is part of a 34 acre parcel owned by Dare County.
The parcel is located on the north side of SR 1100 and approximately 1000 feet east of US
264. Previous development at the site includes a baseball field and a gravel parking area. A
drainage canal cuts through the property north of the ballfield and two feeder ditches are
connected to the canal in the area of the proposed development. The canal drains into Stumpy
Point Bay. A small church building is also located on the property.
The property has been used as a spoil site for past dredging activities in Stumpy Point
Bay. It is mostly a wetland area vegetated with common reed. The shorelines of the canal and
ditches have juncos roemerianus.
The proposed location of the discharge line and diffusers is approximately 400 feet east
of the site of the water plant. The area has a sandy shoreline and an existing riprap shoreline
erosion control system. The bottom of Stumpy Point Bay varies from sandy to silt and sand.
The water depth at the proposed location of the diffuser is approximately -3 feet at normal
water level. The waters of Stumpy Point Bay are classified as SA by the Division of
Environmental Management and are open to shellfish taking.
Development Proposal
The applicant proposes to construct a water treatment plant, a 75,000 gallon elevated
water tank, two wells on the property adjacent to SR 1100 and adjacent to the existing ball
field. The development proposal will require approximately 11,123 square feet of wetland fill
and approximately 26,307 square feet of total land disturbance.
The construction of the proposed 4" discharge pipe will be done by directional bore to
start from the north right of way for SR 1100 and to end 125 feet offshore for a total distance
of approximately 220 feet. The diffuser assembly will be secured to a 3' x 3' x 1 1/2' concrete
anchor that will be buried in Stumpy Point Bay bottomland. Approximately 10 feet of the 4"
line will be exposed on the bottom for the diffuser assembly. The portion of the line running
from the water treatment plant to the start of the directional bore will be trenched along the
north side of SR 1100.
The development proposal includes the installation of approximately 21,000 feet of 6"
and 8" water main supply lines. The main supply line will be trenched along the NCDOT
right of way 3 feet below the edge of the pavement and 5 feet off the shoulder. A directional
Dare County - Water Department
Field Report
Page Three
bore installation method is proposed at the intersection of US 264 and SR 1100 to allow the
main supply line to cross to the west side of US 264 and under a canal bridge crossing on US
264.
Anticipated Impacts
The proposed construction of the wells, water tank and treatment plant building will
result in approximately 4300 square feet of land disturbance in the Estuarine Shoreline Area of
Environmental Concern (AEC) including approximately 600 square feet of disturbance planned
for an area within 30 feet from the normal water line. Approximately 11,123 square feet of
404 wetlands outside of the AEC will be filled by the project and approximately 22,007 square
feet of total land disturbance outside of the AEC will occur. The trenching for the water main
along the right of way will result in approximately 42,000 square feet of land disturbance by
the trenching machine which includes approximately 16,800 square feet of disturbance in the
Estuarine Shoreline AEC. The placement of the diffuser will result in approximately 30
square feet of bottom disturbance Public Trust Area AEC includes 10 square feet of bottom fill
by the anchor and diffuser line.
Temporary water turbidity will occur during construction. Less than 1% of impervious
coverage in the Estuarine Shoreline AEC is proposed by the development plans.
Submitted by: Frank A. Jennings, III
Date: April 9, 2001
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
January 9, 2001
RrcFt1,ro
,14N 1 0 e,00,
Mr. Frank Jennings
NCDENR - Division of Coastal Management
1367 U.S. Hwy. 17 South
Elizabeth City, NC 27909
RE: Project Narrative
CAMA Permit Application
Stumpy Point Water and Sewer District
Dare County, NC
HUA No.: DR0004 - Permits
Dear Mr. Jennings:
Dare County plans to construct a community water system for the Stumpy Point Water and
Sewer District. Included in that plan will be a.080 million gallon per day (MGD) water
treatment plant, elevated storage tank and two wells. These structures will be constructed on a
5.8-acre tract bordered by ditches on the West, North and East and to the South by Stumpy Point
Road, SRI 100 (see site plan Attachment 1). The ditches drain to Stumpy Point Bay, which is
classified as SA waters. In 1998, a baseball field and parking lot were constructed on this tract.
Most of the remaining area in the above mentioned tract was previously filled with dredge spoil
but has since reverted back to wetlands. The tract is part of a 34-acre parcel owned by Dare
County. A copy of the deed can be found as Attachment 2. The water treatment plant, elevated
tank, and wells will require disturbing .6 acres (26,307 SF), of which .26 acres (11,123 SF) will
be wetlands.
In addition to the water treatment site, approximately 21,000 lineal feet of water main will be
installed within five feet of the road in the NCDOT right of way. The DOT encroachment
agreement may be found as Attachment 3. This includes a four-inch discharge line into Stumpy
Point Bay (NPDES permit pending) and a directional bore across a canal just South of the
Highway 264/SR1100 intersection. The overall project will be within the 75 ft. buffer of several
AEC areas. These areas have been delineated on the enclosed AEC map (Attachment 4).
Methods of construction for the 4" discharge line will be to trench along the North side of
Stumpy Point Road to the property now or formerly owned by Truxton Payne. From there,
directional bore under the road and through an easement on the Payne property (Attachment 5) to
Nags Head, NC - Telephone [phone] • Fax [phone] e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh Charlotte
Mr. Frank Jennings
HUA No.: DR0004 - Permits
January 9, 2001
Page 2
the diffuser assembly, which will be located 125 feet from shore in about 3 feet of water. Details
of the directional bore for the discharge line and canal crossing are included as Drawings 1,2,
and 3. The Water Treatment Plant discharge will consist of the backwash from the pressure
filters and the concentrate stream from the reverse osmosis (RO) treatment process located in the
water treatment plant. Projected effluent flows are 4,320 gallons per day (GPD) for the pressure
filters and 38,880 GPD (27 gpm) for the RO process.
A Sedimentation and Erosion Control Plan (Dare-2001-004b) has been approved for the project
(Attachment 6), while a Stormwater Management Permit is being processed. A copy of that
application is included as Attachment 7. Enclosed please find:
• Application fee of $400 (check # 41297)
• Agent designation letter
• Attachment 1 Overall Site Plan
• Attachment 2 Dare County deed
• Attachment 3 DOT Encroachment Agreement
• Attachment 4 delineated AEC areas
• Attachment 5 Payne property deed and easement agreement
• Drawings 1,2,3 Directional bore details & discharge structure
• Attachment 6 Sedimentation & Erosion Control Plan approval letter
• Attachment 7 Copy of Stormwater Management Permit application
• Attachment 8 Riparian notification - receipts
Please review this application. If you need further information, please contact me. I appreciate
your attention to this matter.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
0-1-4 'f "--L z'--,
Ed Lawler
Cc: Bob Oreskovich, Utilities Director, Dare County Water Department
H'IDARE COUN7YIDR0004 ST1a9YP0IN7'C0A-&WN17Y IVA TER SYSTFU300 PF.2L0751NCDENRICAAU PermIACAMA Nurra ire.doc
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Dare County
Address P.O. Box 1000
City Manteo State NC
Zip 27954 Day Phone
Fax [phone]
b. Authorized Agent:
b. Cg ,town, community or landmark
Sumpy Po in t
c. Street aSdRriT86
?gtea PYar? Or n gag b
d. Is proposed work within cityxlimits or planning
jurisdiction? Yes No
e. Name of body of water nearest glo)etct (ee. . river,
creek, sound, bay) Stumpy P
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name Eric T. Weatherly, P.E. a
Hobbs, Upchurch & Associates, P.A.
Address P.O. Drawer 1929
City Nags Head State NC
Zip 27959 Day Phone
Fax [phone]
[phone]
[phone]
c. Project name (if an) Stumpy Point Community
Water any)
NOTE. Permir will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
RevWd 03195
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a 55 GPM reverse osmosis
RO water treatment p ant, /7,-OUT-gallon
elevated tank, two wells, and 2I,uu(TLF
o water Ines
b. Is the proposed activity maintenance of 4n existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? publlic
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. Provide potable water and
increased fire protection or e umpy
Point community. Source water wi e
from deep wells in the Yorktown aquifer
treated filtration and RO mem raves.
Bac as and M concentrate to be
discharged into Stumpy Point ay.
2/Z2/ oa
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5.8 acres
b. Size of individual lot(s)
N/A
c. Approximate elevation of tract above MHW or
NWL 1.75'
d. Soil type(s) and texture(s) of tract
Psamments
e. Vegetation on tract Phragmites australis,
Salix carolinian?a,Typ a ati o ia,
Polygonum species
f. Man-made features now on tract
baseball field and parking o
g. What is the CAMA Land Use Plan land
classification of the site? (Conntlt the local land use plan.)
Conservation
Developed
Rural
Transitional
Community
X Other
residential)
h. How is the tract zoned by local government?
no zoning
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning conrlianee cerrifieate, if applicable)
j•
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
m. Describe existing wastewater treatment facilities.
individual septic systems
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.) directional
bore a 4" discharge line to t e ottom
of Stumpy Pt. Bay to carry filter
backwash and RO concentrate
o. Describe existing drinking water supply source.
individual shallow wells
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
clauning to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims tide, 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.)
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)
assessment been
X No
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

IZf It-(ocD
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.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
1 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 ;,i 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.
Name Rupert Payne, Sr. I certify that I am authorized to grant, and do in fact,
Address . Box 177 grant permission to representatives of state and federal
Phone -Tensed, !TaTio 83870 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name Anthony Cardenas Sr & Sandra Cardenfgrmit application and follow-up monitoring of the
Address ape Terrace Drive project.
Phone Clie-swick, PA 15024
1 further certify that the information provided in this
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.
• A check for $250 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.
application is truthful to the best of my knowledge.
This is the Z 2. day of N- L- , 19 L
Print Name Eric T. Weatherly, P.E.
Signature
landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
1 DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
_ 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 FLtal
Eidsting Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

1. EXCAVATION
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
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?
I ? 2 ?-1 ao
Revised 03/95
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
If yes,
(1) Amount of material to be placed in the
water none
(2) Dimensions of fill area variable-see site
plan.
(3) Purpose Qf fill we site construction
a Dove 100 yr. oo elevation
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
b. Will fill material be placed in coastal wetlands
(mTh), SAVs or other wetlands?
Yes No
If yes' ll e? ?
, 26 acres (2 well
(1) ssites) T11f fifi,112 ?rJ
(2) Purpose of fill Meet state well
construction standards.
5. GENERAL
d. Maximum distance waterward of MHW or NWL -
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and ding erosion
crlimpi.ng i.n straw
(Source of information)
f. Type of bulkhead or riprap material
b. What type of construction equipment will be used
(for ee)?x?qample, dragline, backhoe, or hydraulic
g. Amount of fill in cubic yards to be placed below d edgkl?oe and bulldozer
water level
(1) Riprap
(2) Bulkhead backfili
c. Will wetlands be crassed in transporting equipment
h. Type of fill material to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
App r Project Name -
Signature
2-
D ate
Revised 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(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 One water treatment plant,
one elevated storage an an two we is i.
b. Number of lots or parcels one parcel
c. Density (give the nu beer of residential units and the
units per acre) P
d. Size of area to be graded, filled or di turbed
including roads, ditches, etc. • 6 acres WTP
site and 4.2 acres for water ine project
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 O +fb0 No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt or concrete) to be used for paved surfaces.
asphalt
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. .5%
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 12/15/00
Describe ropose4 method of s wage disposal.
on si.tx septic system under review)
j. Have the facilities described in Item i. above
received state or local approval? No
(Attach appropriate documentation)
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 resi4entiodis haFges 20 GPD)
Pressure liter ac as l
RO concentrate (38,880 GPD) @ 27 gpm
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
community water system
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront developm nt, when
was the lot(s) platted and recorded? NP
Date Yes X No
Appl"t or Project Name
? 4 ??
Signature
l L 22 ao
r

Revised 03/95

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- - - - - - -
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NCDOT R/W
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BEGIN DIRECTIONAL
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10
- -10
0+00 1+00 2+00 Z -4" DISCHARGE
PROFILE
HEADER
STUMPY POINT WATER & SEWER DISTRICT
R.O. PLANT CONCENTRATE DISCHARGE FIGURE 2
HOBBS
UPCHURCH & ASSOC/A TES
P.A. SCALE: 1 "=50'
(H) DESIGNED: ETW
,
,
CONSULTING ENGINEERS 1 "= 10' (V) DRAWN: D CJ

NAGS HEAD, NORTH CAROLINA 27959 DATE:

SU17E 2A
2522 S. CROA TAN HWY CHECKED: ETW
,
252-441-3913 FAX [phone] MAY 2000
SHEET: 2 OF 4
10'
CONCRETE
I ANCHOR
3' ?I
I
I 6"
4" HDPE DIRECTIONAL
BORE PIPE
3" DIFFUSER CHECK VALVES ?/
(4 TOTAL)
I
I
P LAN
2"X1/4" S.S. STRAP W/
6"X3/4" S.S. ANCHOR BOLTS,
WASHERS & NUTS
18"
? M
MA
FOLD DIFFUSER
MANIFOLD
NOTE 15' TYP
PROVIDE NEOPRENE PADS BETWEEN S.S. STRAPS AND HOPE PIPE
AND BETWEEN CONCRETE ANCHOR AND HDPE PIPE. -
T EXiSTING GRADE
4" HDPE DIRECTIONAL
BORE PIPE
SECTION A-A
NORMAL WATER
LEVEL
4" 30' HDPE
M17ERED ELL A
HDPE END CAP
30'/ n
II Ik
4" HDPE DIRECTIONAL n 18" 4
BORE PIPE
.< <
CA
SEAL ELEVATION BOTTOM
14996
q%F?cINE?:te 4" DISCHARGE HEADER DETAIL
T
C R ?vr-s Efl
STUMPY POINT WATER & SEWER DISTRICT FIGURE 3
R.O. PLANT CONCENTRATE DISCHARGE
HOBBS, UPCHURCH&ASSOCIATES, P.A. SCALE: DESIGNED: ETW
CONSULTING ENGINEERS 1 /2" =1 ' - 0 ? DRAWN: D CJ
1
NAGS HEAD, NORTH CAROLINA 27959 DATE:
2522 S. CROATANHWY, SUITE 2A CHECKED: ETW
252-441-3913 FAX [phone] MAY 2.000 SHEET: 3 0 F 4
L
A
AL AL
A lL ?`
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WETLANDS
,? WATER TREATMENT
AL AIL
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AL 111L
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PLAN VIEW
PROPOSED 75,000 GALLON
ELEVATED WATER TANK
SET BACK 200' FROM BUILDING
WATER TREATMENT
FACILITY
FINISHED FLOOR
ELEV. 8'
NORMAL WATER LEVEL 0'0"
3' 5' EXISTING DITCH
1
PROPOSED FILL SECTION _
3
PROPOSED FILL SECTION
SECTION A-A
PROPOSED STUMPY POINT WATER TREAT MENT FACILITY

STUMPY POINT WATER & SEWER DISTRICT FIGURE 4
P.A.
HOBBS
UPCHURCH&ASSOC/ATES SCALE: DESIGNED: ETW
,
, 1 = 30
CONSUL77NG ENGINEERS
q DRAWN: AFB
l
j
NAGS HEAD, NORTH CAROLINA 27959 DATE: CHECKED: ETW
25225 CROATANH
SUITE 2A
,, FEBRUARY 2001
252-441-3913 FAX [phone]
WELL EXISTING FENCE
WETLANDS
4' 5- 6" 7 7 6 5'4'
2 3
EXISTING BASEBALL
PROPOSED FILL SECTION FIELD
SECTION B-B
PROPOSED STUMPY POINT WATER TREATMENT FACILITY

STUMPY POINT WATER & SEWER DISTRICT FIGURE 5
P.A
UPCHURCH&ASSOC/A7ES
HOBBS SCALE: DESIGNED: ETW
.
,
,
CONSULTING ENGINEERS 1 =30' DRAWN: AFB
4
NAGS HEAD, NORTH CAROLINA 27959
VJ DATE:
CHECKED: ETW
2522 S
SWE 2A
CROA TAN WY
.
, FEBRUARY 2001
252-441-3913 FAX [phone]
WELL
WETLANDS 5 7 7,6 5 WETLANDS
1.5' z 3 4 5 4 3 2'1.5'
PROPOSED FILL SECTION
SECTION C-C
PROPOSED STUMPY POINT WATER TREATMENT FACILITY

STUMPY POINT WATER & SEWER DISTRICT FIGURE 6
HOBBS
A
UPCHURCH & A550CIA TE5
P SCALE: DESIGNED: FTW
,
.
,
.
CONSUL77NG ENGINEERS
4 '
1 - 30 DRAWN: AFB
1
1
NA GSHEAD,NORTHCAROLINA27959 DATE: CHECKED: ETW
2522 S
CROATANHWY
SUITE 2A
.
,
252-441-39103 FAX [phone]L?0 FEBRUARY 2001

O
A CANAL a B
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" PVC WATERMAIN
EXISTING STORM -
DRAIN

EDGE OF STUMPY POINT ROAD
SR 1100
PLAN VIEW
O PROPERTY O
LINE EXISTING GROUND
ABOVE NEW WATERLINE
EXISTING STORM
DRAIN
3' MIN.
18° MIN. -
NEW 8" PVC WATERMAIN
SECTION VIEW

STUMPY POINT WATER & SEWER DISTRICT
FIGURE 7
PROPERTY DETAIL
P
A
HOBBS
UPCHURCH& ASSOC/A TES SCALE: DESIGNED: ETW
,
.
.
, - 3

q CONSUL 11NG ENGINEERS DRAWN: AFB
l
j NAGS HEAD, NORTH CAROLINA 27959 DATE: CHECKED: ETW
2522 S
SUITE 24
CROA TAN HWY
,
. FEBR UARY 2001
252-441-3913 FAX [phone]
W
Z
J
yy
F
CENTER OF CANAL
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EDGE OF PAVEMENT

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OF PIPE

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WATER SURFACE
STUMPY POINT ROAD
SR 11
F
L-
J
NEW 8" PVC WATERMAIN
Q2
m °
1
(1
u- m
0 W
o z
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9
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SECTION

STUMPY POINT WATER & SEWER DISTRICT
FIGURE 8
D ETA] L
HOBBS
P
A
UPCHURCH & A SSOCIA TES SCALE: DESIGNED: ETW
,
.
.
,
CONSULTING ENGINEERS 1 = 10, DRAWN: AFB
lqj
NAGS HEAD, NORTH CAROLINA 27959 DATE:
CHECKED:
ETW
SU/TE2A
25225 CROArANHWY
,
252-441-3913 FAX [phone] JANUARY 2001
s
STA 136+41
O END 100' 6" HDPE
DIRECTIONAL BORE
CONNECT TO NEW
SHEETCIEE DETAIL I '
NC HWY 264 - - -'`g
STA-133+25 NEW 6" WATER MAIN
1-6" 90' BEND
30LF 14" STEEL CASING TO
BE INSTALLED BY BORE AND
JACK. EXTEND CASING 5' MIN.
EITHER SIDE OF PAVEMENT

STUMPY POINT WATER & SEWER DISTRICT FIGURE 9
PROPERTY DETAIL
HOBBS, UPCHURCH&ASSOC/AT S,, P.A. SCALE: DESIGNED: ETW
1"= 10' DRAWN: AFB
CONSUL 11NG ENGINEERS
NAGS HEAD, NORTH CAROLINA 27959 DATE: ETW
CHECKED:
2522 S. CROATANHWY, SUITE 2A MARCH 2001
252-441-3913 FAX [phone]
RIGHT-OF-WAY
WIDTH SHOWN IN UL
w I ASPHALT - WIDTH SHOWN IN SCHEDULE Li
Z I U Z I U
Q O
I O
I IIIIII
=
=_
4'-0" W11110 IIIIII 5'-0"
MIN

MIN. I
_
IIIIII
.
MIN. (TYPICAL =IIIIII
IIIIII
CARRIER PIPE
-- - -
- - - - - - - - - - - - - - - - - - - BOTH SIDES) -
-
STEEL CASING TO BE
INSTALLED BY BORING
CASING LENGTH - SEE PLANS
TYPICAL BORING DETAIL

STUMPY POINT WATER & SEWER DISTRICT
FIGURE 10
BORING DETAIL
UPCHURCH & ASSOCIA TES
P
HOBBS,
A SCALE: DESIGNED: ETW
,
.
,
. 1 "= 50'
CONSUL 11NG ENGINEERS DRAWN: AFB
q
l
j NA GS HEAD, NORTHCAROLINA27959 DATE: CHECKED: ETW
2522 S
SUITE 2A
CROA TAN HWY
.
,
252-441-3913 FAX [phone] FEBRUARY 2 001
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Site Map: Dare County Water Treatment Plant Stumpy Point, NC
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+ + y ~ + + w (n W 0) a ~ ~ r ~ ~ I ~ ~ cv
N/F ti ~ + + + + + + + + + + + ~ ~ G EXISTING CHAIN 5921 S.F. TOTAL AREA a._ 1 / ~ 0 ~x ~ ~ ~ , 7-I-'- _ '1~1 ~ J p
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~ / rr + + + + ~ROP~SED +WELL~a2 + + + + ~ o Q J + + FACILITY= v~0,282", _ ~ U U ~
'`f( + ~ + + + ~ ~ ~ PROPOSED WELL #1 f 1 r 1PROP(}SED {IMIT + + / o p - "i. O ` W ~WW - _ , n` ~ I L T. H J S. - ~ .1J Y,, ' ~ W~ R. 1156 v~ ~
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rI, + + 1` 3
I B PROPOSED 7 o / , 5,000 GALLON ~ \ + + PRIOPOS~D LIf~ITS + + / 5202 S.F. TOTAL AREA ELEVATED WATER TANK A ~'1'I ~ ~ - ~ °
a 6'; -fOF DPSTUR$ANC~ + OF WETLAND DISTUREANCE " O W M
r r + L ~ ~ „ ~ ~`I _ ~r~k' I ~ I~ l f I ~ V ~ ~ ! I ~ 4 rn
.a;- ~ I LIMITS OF WETLAND' ,i''`-.~ + + + + + I u EXISTING TELEPHONE/f , ~ ENHANCEMENT + + + + { V 4U r I' I I~~`I I~-- ~ ~ ' . I I „ ~ i 60' RAW ~ Z ~
PROPOSED REVERSE OSMOSIS ~ SWITCHING I ~,,L STATION~ f ~ ± + + + I WATER TREATMENT PLANT - ~ - ~ I ~ ~7 ~ , I f;-,I I ~ ~
~ UPLANDS 129 W A ~ I w 3' ~ r ~ ~ I w
/ ~ ETL NDS BOUNDARY LIN ~ ~ _ r E AS ESTABLISHE[ ~T ~ f; PROPOSED 10' 200' Fou BY JAY CARTER & ASSOC DATED AUG 200( AS ESTABLISHED I ~x~snNCl Y ,I 2 ; ~ ICHURCH I ~ I N N DATED AUG 0 I =
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PROPERTY ` _ _ ' BEGIN DIRECTIONAL BORE OF , ~ I PROPOSED 4" DISC ~ ,I ~ I HARGE PIPE
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w CONTRACT III ` - W
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a WETLAND MITIGATION E (NHANCEMENT AREA /5' ~ J Q . . . .115' ~
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a BY QUIBLE & ASSOCIATES ._a rr " Q ~ U U
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w Q ~ DISCHARGE PIPE 0- O ~
~ 50' 0 25' S0' } 100' ~n; ' U
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3 .
1=~ H Z ' ~ t`--
Z , END t~ihECTIONAL BORE OF
f O U PRGFG;ED DISCHARGE HEADER
H Z a DATE: STUMPY POINT BAY MAY, 2000
h-f O
d } . d DESIGNED:
I` ~ ETW
(17 DRAWN:
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v o
0 0 CHECKED:
0 } ETW
SCALE: , 1 = 50
c U
w SHEET NO.
a 0
FIGURE
OF: 1