SW8090120_HISTORICAL FILE_20120608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0g0120
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
12 o"n a k
YYYYMMDD

MC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
June 8, 2012
Gerald A. Jones, Jr., Mayor
Town of Morehead City
706 Arendell Street
Morehead City, NC 28557-4234
Subject: Stormwater Permit No. SW8 090120
Permit Transfer / Ownership Change / Project Name Change
Water Treatment Plant — Well 6 (formerly Scotts Farm Subdivision)
Low Density Subdivision Project
Carteret County
Dear Mayor Jones:
On June 4, 2012, the Division received a completed and signed Name/Ownership Transfer application to
transfer the ownership of the permit for the subject project. The new owners have provided verification
that no construction of the subdivision has taken place, therefore, no site inspection was conducted. The
Division is hereby notifying you that permit SW8 090120 has been transferred effective June 8, 2012.
For your records, please find enclosed a copy of an updated page 2 of the permit and a copy of the
Name/Ownership Change form submitted on June 4, 2012. Please attach this cover letter and updated
page 2 to the permit originally issued on July 22, 2009. A permit modification will be accepted and
reviewed shortly after this permit is transferred.
This permit is subject to the conditions and limitations as specified in the previously issued permit.
Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or if you need additional copies of the permit or approved plans, please
contact Linda Lewis with the Division of Water Quality in the Wilmington Regional Office at (910) 796-
7301.
Sincerely,
�. Charles Wakild, P.E., Director
Division of Water Quality
GDS/arl S:\WQS\Stormwater\Permits & Projects\2009\090120 LD\2012 06 permit 090120
cc: S.F. Ballou, Inc.
F. Tyndall Lewis, P.E., McDavid and Associates
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] \ FAX: [phone] \ DENR Assistance: 1-877-623-6748 NorthCarolina
Internet w .nmaterqualq.org Naturally
An Equal Opportunity 1 Affirmative Action Employer

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1 State Stormwater Management
Permit # SW8
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION PROJECT WITH A CURB OUTLET SWALE SYSTEM
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Morehead City
Water Treatment Plant — Well 6
1545 Country Club Road, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb outlet
swale system project in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 18 lots is limited to a maximum amount of built -upon area as indicated in
Section 11.11 (f) of this permit. CAMA regulations may reduce the allowable built -upon
area for those lots within the AEC.
The overall tract built -upon area percentage for the project must be maintained at 25%,
per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or 100
foot vegetated area shown on the approved plan must be maintained at a minimum of
100 feet long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no
steeper than 5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common area or a
recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct runoff
beneath an impervious surface such as a road or under driveways to provide access to
lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are incorporated
by reference and are enforceable parts of the permit.

NC CHAR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW8 090120
2. Project Name: Scotts Farm subdivision
3. Current Permit Holder's Company Name/Organization: S.F. Bz
4. Signing Official's Name: S.F. Ballou, Jr. Title:
5. Mailing Address: 301 Commerce Avenue, Suite 101
City: Morehead City State: NC
Inc.
President
Zip: 28557
6. Phone: 2( 52 ) 241-7966 Fax: 2( 52 ) 726-5814
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
Fx-1 Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: Town of Morehead City
2. Proposed permittee's signing official's name: Gerald A. ,tones, Jr.
3. Proposed permittee's title:
4. Mailing Address: 706 Arendell Street
City: Morehead City State: NC Zip: 28557
Phone:( 252 ) 726-6848
Fax:( 252)_726-2267
5. New Project Name to be placed on permit: water Treatment Plant - Well 6
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed) RECEI [:1Developer (Complete Property Owner Information on page 4) V D
SSW N/O Change Revl5Feb2011 Page 1 of 4 JUN 0 4 LUlL
BY:====== —,

Ill. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. Thls:certffication'; st IY completed.aii'dsiah-Od=bv.tibt-':the
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge; I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
0 Check here if current permittee is transferring the property to anew owner and will not retain
ownership of the permit.
I, s,F. sallou, Jr. the current permittee, am submitting this application
for a transfer of ownership for permit # sw 0120 . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permitteFa
med in Sections II and V of this form. I understand that this transfer of
ownership cannot pproved}5y the DWQ unless and until the facility is in compliance with the
permit. A /� /7— t ,
Signature: _
I ---\N a-ra r\ n Q_
Jf/30 /I-✓
a Notary Public for the State of
M(pv-` K_ 0ar0t : � a- '�ounty of 00 � I e-v'e_'k , do hereby certify that
S. r. -VS a-Q-co k. , personally appeared before me this the
�3c)IA4` day of M 20l a ,and acknowledge the du ecution of the
forgoing instrument. Witne s my hand and official seal,
Yvk-
to y Signature i �pfAgd
(u t° 0-
mm�SS �
SSW WO Change Revl5Feb2011 Page 2 of 4
JUN 0 4 Z1.11Z

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, Gerald A. Jones, Jr. hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
the most recent permit
the designer's certification for each BMP
any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
the approved operation and maintenance agreement
8 past maintenance records from the previous permittee (where required)
DWO stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not inSjaed, ttp a)�plication package will be returned as incomplete.
Signature: Date: -• 30, 6-of a
cy
1, �h b a Notary Public for the State of
4- G3W 01 %Na— County of <2cs. r-4 a r e'i , do hereby certify that
"qe\ S, r , personally appeared before me this the
off'` day of 20 12 , and acknowled a the due execution of the
forgoing instrument. Witness my hand and official seal, 1A
.r�V✓
a y Signature
..
.6� z ca4
Additional copies of the original permit and the approved Operation and7tlairlf nance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev15Feb2011
RKMvED
Page 3 of 4 JUN 0 4 ZOV
BY:

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VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: N/A
Organization:
Title within the Organization:
Street Address:
City:
State:
Zip:
Mailing Address:
(if different from street address)
City: State: Zip:
Phone:
Email:
Fax:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner
day of
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
20_, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
SSW N/O Change Rev15Feb2011
(Notary Seal)
=BY:
Page 4 of 4

MEMORY TRANSMISSION REPORT
TIME :06-14-'12 11:32
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
789
06.14 11:29
8 919197357351
6
06.14 11:30
06.14 11:32
6
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*** SUCCESSFUL TX NOTICE
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date:
To:
Co;
Fax:
Re:
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127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

E "N:EMORY TRANSMISSION REPORT
FILE NO. 788
DATE 06.14 11:29
TO 8912527262267
DOCUMENT PAGES 6
START TIME 06.14 11:29
END TIME 06.14 11:30
PAGES SENT 6
STATUS OR
*** SUCCESSFUL TX NOTICE
TIME :06-14-'12 11:30
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
***
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: _. �— �7 �No. Pages (excl. cover):
To: / 12 ES From: Jo Casmer
Co: ! / aW Phone: [phone]
Fax: �J — Fax: [phone]
Re: iU7eFiGT �� Gl/�iT�/ ��%fi /�/E�/ 7- QC%il > /O-
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127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

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:CEIVED ,
JUN 1 1 ZOi"L
BY:

VICINITY MAP
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OR - EASTINC IRON PIPE
UP - EXISTING IRON ROD
EIA EXISTING IRON AXLE
NIP NEW IRON PIPE SET
EPK EXISTING PARKER KALON NAL
NOK . NEW PARKER KALON NAIL
RRS - RAILROAD SPIKE
NhC - NAIL AND CAP
NPS . NO POINT SET OR FOUND
ECM - FASTING CONCRETE MCNU.ERT
REP - NEW CONCRETE MONUMENT
R/W - RIGHT-CF-WAY
f - CENTERLINE
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MBL MINIMUM BUILDING LINE
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NOTE NO 404 WETLANDS ASSOCIATED TO TNIS TRACT AS PER LAND MANAGENENT GROUP, INC
ENNRWMENTAL CCW9 LTANTS, PoLMINGTON, NC 25402 BY LARRY F BALO'WN, CPSS/SC
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WETLANDS AIHWY
FOR
TOWN OF MOREHEAD CITY
WATER TREATMENT PLANT #4
BEING THE TOWN OF MOREHEAD CITY TRACT
DEED BOOK 1393 PAGE 496
MOREHEAD CITY, MOREHEAD TOWNSHIP, CARTERET COUNTY
NORTH CAROLINA
APRIL 26. 2012
SCALE IN FEET. I" - 100'
,m q �m 700
McDAVID ASSOCIATES, INC.
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Efgaleer6 - Plarvlers Law Surveyors
3714 NOM Man Street, F.Y le, NC V828
Teinfome e. [phone]
Cspvele Nome Nn L,,,
Pro)-ct Na 1-08-6026-4771 Mao Me reMence M-1432 RED
RECEIVED
JUN 1 l 1012
BY:

STORMWATER MANAGEMENT PERMIT APPLICATION NARRATIVE
CONTRACT 71 — WATER TREATMENT PLANT 4/WELL 6
TOWN OF MOREHEAD CITY
1. GENERAL INFORMATION
a. Name of Project: Contract 71 — Water Treatment Plant 4
b. Street Address, City, County: 1545 Country Club Road, Town of Morehead City, Carteret
County
c. Acres in Tract: 8.18 acres with no wetlands.
d. Acres Being Disturbed: New Road Construction — 5.9 acres
e. Acres in Wetlands: There are no wetlands on site. The US Army Corps of Engineers
(Christy Wicker) signed the wetlands delineation map on May 2, 2012.
f. Ownership: Town of Morehead City
g. Description of Proposal: The tax parcel ID Numbers is 638718413889000
h. Pre 1988 Built Upon Area, if Applicable: N/A
i. Phasing of Project and Stormwater Facilitation When Applicable: N/A
j. Wastewater Treatment and Water Supply: The Town of Morehead City provides water and
sewer services in the areas surrounding the site.
k. Historic Sites and Projects funded with Public Monies: N/A
I. Disclosure Any/All Non -Compliance Issues with DENR Agencies: There are no known non-
compliance issues.
11. STORMWATER INFORMATION
a. River Basin and Stream Classification:
The proposed project is located within one-half mile of Newport River, White
Basin, Class SA; HOW, Stream Segment 21-(17)
b. Stormwater Desi__n Criteria:
Type: Low Density /� AL \
State Stormwater on Phase I: State �,: 7489
Vested Rights: SW8 090120 previously issued
9:-
Pockets of High Density: None :, • ;.P......
''•.¢ �Ydoa��
c. Proposed Total Imperious Surface: 89,040 sq. ft. including 46,287 sq. ft. future.
d. Number of Proposed Treatment Measures, Types
proposed is grassed swales.
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of Collection System: St(
RECEIVED
JUN I I Z012
BY:
�rnwater BMP
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e. Will All BUA Be Collected: All pavement and roof drainage will be routed to lawn areas
and through grassed swales. Significant portions of the project site will drain via sheet flow
to adjoining grassed areas where much of the runoff is expected to infiltrate the soils.
f. Buffer Requirements: There is one "blue line" within the project area, which is along the rear
property line. There are no structures or impervious surfaces propose within the buffer area.
g. CAMA AEC's: No work is proposed within a CAMA AEC.
h. Off -Site Runoff Coming Onto the Site: There is no significant drainage entering the property
from off -site.
i. Road Construction Across Other Property: N/A
j. On -Site Evaluation of Soils: Information from the Carteret County SCS describing soils is
attached.
k. Project Area Calculations:
l . Project Site Acreage: 8.18 Acres
2. Wetlands On -Site: 0.00 acres
I. Additional narrative further describing the project is attached.
//G-PC I /D 1005/1-1U201 1
MHC-CN7I-WTI'4-\k'EI.1.6-SP'-NIGT-NARRATIVE doe
RECEIVED
JUN I I Z01Z
2
BY:
120602

PROJECT NARRATIVE
WATER TREATMENT PLANT NO. 4, WELL 6 AND ELEVATED WATER TANK
TOWN OF MOREHEAD CITY, NC
MAY, 2012
Morehead City proposes to construct a new well (Well 6), 500,000 gallon elevated water
tank, and Water Treatment Plant No. 4 on an 8.18 acre tract at 1645 Country Club Road in
Morehead City. The purpose of the project is to increase the town's water supply and quality of
its potable water.
The site has approximately 215 ft of road frontage and is approximately 1700 It deep. The
front portion of the property, approximately 215 ft by 750 It is cleared and has been used for
agficultural purposes in the past. The rear portion of the property is wooded with small trees.
The property is "flat" with a slight slope from the rear (elevation 8) to the front (elevation 5).
The soils appear to range from Altavista loamy fine sand, moderately well drained on the
front cleared portion of the site to Tomotley fine sandy loam, nearly level, poorly drained soils in
the rear portion of the site. The "normal" water table is typically approximately 2 to 3 ft below
land surface. The Seasonal High Water Table is expected to be near or at the land surface.
Selected pages describing these soils taken from the Carteret County SCS Soil Survey are
attached for reference. Existing ditches along the road frontage; both side property lines and
along the rear of the cleared area provide drainage. The drainage ditch located along the rear
property line is a "blue line' drainage feature and has been determined by the USACOE to be
jurisdictional waters. The site has been visited by the USACOE and DWQ with the
determination that no wetlands exist on the property and the only "blue line' being the ditch
along the rear property line. A copy of the jurisdictional map signed by the USACOE is included
in the project application package.
Proposed improvements include a new water treatment plant buildings, approximately 5,300
SF to be located approximately 600 ft off Country Club Road, a new well house, approximately
500 SF, located at the rear of the property approximately 1,600 It off Country Club , and a
500,000 gallon elevated water tank located approximately 200 ft behind the proposed water
treatment plant. A small submersible type wastewater pump station is proposed in the eastern
corner of the property along Country Club Road. The existing cleared area will be increased by
clearing an additional 200 ft, more or less, of woodlands to accommodate the proposed elevated
tank construction. In addition, clearing of the area proposed for Well 6 and the access road along
the north property line to Well 6 will also be required.
There is little stormwater runoff anticipated from the completed project due to the site
topography (flat) and the limited amount of impervious surfaces to be constructed. The primary
drainage mechanism will be overland flow captured by grassed swales. The existing ditch across
the frontage will only be modified by the installation of drainage piping to accommodate the
proposed driveway to the site. The existing "blue line' ditch along the rear property line is not
kRCEIVED
i
\\G-PCt\D1003\FTUJUN 1 1 Z0122012 1 I 120523
MHC-CN7I -SSW-\b'TP4-NARRATIV GSTORM WATER-DENR.doc
:BY:

proposed to be modified. The existing ditch along the southern property line adjacent to the
cleared area will not be modified. The existing ditch crossing the site at the rear of the cleared
area will be replaced with a new ditch constructed beyond the proposed elevated tank at a
location that will be at the rear of the new cleared area. This ditch drains to the north and south
to the existing outlet ditches perpendicular to the side property lines approximately 600 ft off
Country Club Road. The ditch along the northern side property that drains the cleared portion of
the property will be moved closer to the property line and will continue to drain to the existing
outlet ditch approximately 600 ft off Country Club Road and to the existing NCDOT ditch in
Country Club Road. All proposed swales will be constructed with 3:1 side slopes.
The entire area in general is very flat, with ditches typically constructed with little to no
slope. Drainage ditches are typically connected together such that they act as a network, with
flow moving in the direction with the least resistance. The ultimate outlet for all the drainage
leaving the property is located on the east side of Country Club Road approximately 500 ft south
of the site.
In summary, Morehead City proposes to minimize stonmwater impacts associated with the
project in the following three ways:
1. Minimize BUA: Proposed impervious areas have been minimized to the extent possible.
2. Routing stormwater overland into grassed swales
3. Minimizing site grading and re -contouring activities.
\\G-PCI\DI005\FTL\2012 2
h9HC-CN7I-SSW-W7P4-NARRATIVE-STORMWA'FI"R-DENR doc
RECEIVED
JUN I I C812
BY:
120523

a
United States
In cooperation with
Department of
United States Department
Agriculture
of Agriculture,
Forest Service,
Soil
North Carolina Department
Conservation
of Natural Resources and
Service
Community Development,
North Carolina Agricultural
Research Service,
North Carolina Agricultural
Extension Service, and
Carteret County Board
of Commissioners
Soil Survey of
Carteret County
North Carolina

13
Detailed Soil Map Units
The map units on the detailed soil maps at the back of
this survey represent the soils in the survey area. The
map unit descriptions in this section, along with the soil
maps, can be used to determine the suitability and
potential of a soil for specific uses. They also can be
used to plan the management needed for those uses.
More information on each map unit, or soil, is given
under "Use and Management of the Soils."
Each map unit on the detailed soil maps represents an
area on the landscape and consists of one or more soils
for which the unit is named.
A symbol identifying the soil precedes the map unit
name in the soil descriptions. Each description includes
general facts about the. soil and gives the principal
hazards and limitations to be considered in planning for
specific uses. Key physical and chemical properties are
mentioned in the mapping units. Additional properties
information is provided in tables 13, 14, 15; and 16.
Important or commonly occurring plants are listed by
their recognized common plant names (9, 12) in each
mapping unit. Local plant names are given in
parentheses following the common names if they differ.
An alphabetical list of these plants and their scientific
names is given in table 4.
Soils that have profiles that are almost alike make up
a soil series. Except for differences in texture of the
surface layer or of the underlying material, all the soils of
a series have major horizons that are similar in
composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface
layer or of the underlying material. They also can differ in
slope, stoniness, salinity, wetness, degree of erosion,
and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil
Phases. Most of the areas shown on the detailed soil
maps are phases of soil series. The name of a soil
phase commonly indicates a feature that affects use or
management. For example, Norfolk loamy fine sand, 0 to
2 percent slopes, is one phase in the Norfolk series.
Some map units are made up of two or more major
soils or of a soil and a miscellaneous land area. These
map units are called soil complexes.
A soil complex consists of two or more soils or of a
soil and a miscellaneous land area in such an intricate
pattern or in such small areas that they cannot be shown
separately on the soil maps. The pattern and proportion
of the soils are somewhat similar in all areas. Newhan-
Corolla complex, 0 to 30 percent slopes, is an example.
Most map units include small scattered areas of soils
other than those for which the map unit is named. Some
of these included soils have properties that differ
substantially from those of the major soil or soils. Such
differences could significantly affect use and
management of the soils in the map unit. The included
soils are identified in each map unit description. Some
small areas of strongly contrasting soils are identified by
a special symbol on the soil maps.
This survey includes miscellaneous areas. Such areas
have little or no soil material and support little or no
vegetation. Beaches, coastal, is an example.
Miscellaneous areas are shown on the soil maps.
Table 5 gives the acreage and proportionate extent of
each map unit. Other tables (see "Summary of Tables")
give properties of the soils and the limitations,
capabilities, and potentials for many uses. The Glossary
defines many of the terms used in describing the soils.
AaA—Altavista loamy fine sand, 0 to 2 percent
slopes. This soil is moderately well drained. It is in
slightly convex areas on stream and low marine terraces
near rivers, creeks, sounds, and bays mainly in the
north -central and south-central parts of the county.
Mapped areas are irregular in shape and range from 5 to
300 acres.
Typically, the surface layer is dark grayish brown
loamy fine sand 8 inches thick. The subsurface layer is
light yellowish brown loamy fine sand to a depth of 14
inches. The subsoil extends to a depth of 55 inches. It is
yellowish brown sandy clay loam in the upper part. In the
middle part, it is brownish yellow sandy clay loam that
has light brownish gray mottles, and in the lower part, it
is light yellowish brown fine sandy loam that has light
gray mottles. The underlying material to a depth of 72
inches is light yellowish brown fine sandy loam that has
gray mottles.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. The soil ranges
from very strongly acid to medium acid unless lime has
been added. The seasonal high water table is 1.5 to 2.5
feet below the surface. This soil is subject to rare
flooding in low-lying areas.
Included with this soil in mapping are small areas of
Augusta, State, and Seabrook soils; The;spmedwhat Tt �
JUN 1 1 2012

14
poorly drained Augusta soils are in depressions. The well
drained State soils and the moderately well drained
Seabrook soils are slightly higher on the landscape than
Altavista soil. Some areas of wet soils in depressions
and some areas of sandy soils in higher positions are
shown on the map with a special symbol. These areas
are smaller than 4 acres. The included soils make up
about 10 to 15 percent of this map unit.
About half of the acreage of this Altavista soil is in
cropland. A small acreage is in pasture, and the rest is
mainly in woodland.
The major crops are corn, tobacco, and soybeans.
Cabbage is grown in a few areas. Wetness is the main
limitation. Drainage systems, including tile and open
ditches, may be needed, especially in areas where
tobacco is grown. Common pasture forages include tall
fescue, Ladino clover, and coastal bermudagrass.
In woodland areas, Ioblolly pine, longleaf pine,
southern red oak, water oak, yellow -poplar, sweetgum,
red maple, white oak, and blackgum are dominant.
Common understory plants are flowering dogwood,
redbay, sweetleaf, sourwood, sweetbay, bitter gallberry,
greenbrier, sweet pepperbush, Virginia creeper,
waxmyrtle, American holly, honeysuckle, poison -ivy,
blueberry, grape, and Carolina jessamine. There are no
major limitations for woodland use and management.
Seasonal wetness and rare flooding of low-lying areas
limit the use of this soil for building site development,
sanitary facilities, and recreation. Wetness can be
reduced by drainage systems that include tile and open
ditches and land grading for surface drainage. The
hazard of flooding at specific sites needs to be
determined before use and management is planned.
This Altavista soil is in capability subclass Ilw and in
woodland group 9W.
Ag—Augusta loamy fine sand. This soil is nearly
level and somewhat poorly drained. It is on flats and in
depressions on stream and low marine terraces near
rivers, creeks, sounds, and bays mainly in the north -
central and south-central parts of the county. Mapped
areas are irregular in shape and range from 5 to 300
acres.
Typically, the surface layer is very dark grayish brown
loamy fine sand 7 inches thick. The subsurface layer is
light yellowish brown loamy fine sand to a depth of 10
inches. The subsoil extends to a depth of 55 inches. In
the upper part, it is light yellowish brown sandy clay loam
that has light brownish gray mottles. It is light brownish
gray sandy clay loam in the middle part and light
brownish gray fine sandy loam in the lower part. The
underlying material to a depth of 80 inches is light gray
fine sandy loam and loamy fine sand.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. This soil ranges
from very strongly acid to medium acid unless lime has
been added. The seasonal high water table is 1 foot to 2
Soil Survey
feet below the surface. This soil is subject to rare
flooding in low-lying areas.
Included with this soil in mapping are small areas of
Altavista, Seabrook, and Tomotley soils. The moderately
well drained Altavista and Seabrook soils are in slightly
higher areas than Augusta soil. The poorly drained
Tomotley soils are in depressions. The included soils
make up about 10 to 15 percent of this map unit.
About half of the acreage of this Augusta soil is in
cropland. A few areas are in pasture, and the rest is
mainly in woodland.
In cultivated areas, corn and soybeans are the major
crops. Cabbage is grown in a few areas. Wetness is the
main limitation. Drainage systems include tile and open
ditches. Common pasture forages include tall fescue and
Ladino clover.
In woodland areas, Ioblolly pine, longleaf pine,
southern red oak, water oak, laurel oak, yellow -poplar,
sweetgum, red maple, white oak, and blackgum are
dominant. Common understory plants are redbay,
sweetleaf, sweet pepperbush, waxmyrtle, American holly,
Virginia creeper, honeysuckle, sweetbay, bitter gallberry,
blueberry, greenbrier, switchcane, poison -ivy, and
Carolina jessamine. There are no major limitations for
woodland use and management.
Seasonal wetness and rare flooding of low-lying areas
limit the use of this soil for building site development,
sanitary facilities, and recreation. Wetness can be
reduced by drainage systems that include tile and open
ditches and land grading for surface drainage. The
hazard of flooding needs to be determined before the
use and management of specific sites is planned.
This Augusta soil is in capability subclass Illw and in
woodland group 9W.
Ap—Arapahoe fine sandy loam. This soil is nearly
level and very poorly drained. It is on broad flats and in
depressions on low marine and stream terraces mainly in
the central part of the county north of Beaufort and
Marshallberg. Mapped areas are irregular in shape and
range from 5 to 2,000 acres.
Typically, the surface layer is black and very dark gray
fine sandy loam 23 inches thick. The subsoil is dark
grayish brown fine sandy loam to a depth of 36 inches.
The underlying material to a depth of 72 inches is light
brownish gray loamy sand and sand.
Permeability of the subsoil is moderately rapid. The
surface layer and subsoil range from extremely acid to
strongly acid unless lime has been added. The
underlying material ranges from medium acid to mildly
alkaline. The seasonal high water table is at or near the
surface. Water frequently ponds in depressions for brief
to long periods unless a drainage system has been
installed. This soil is subject to rare flooding.
Included with this soil in mapping are small areas of
the Deloss, Ponzer, Tomotley, and Wasda soils. The
very poorly drained Deloss and Wasda soils;a
t _ 4'(— t+;TIV D
JUN 1 1 201Z
BY:

:rt
Soil Survey
In cultivated areas, the principal crops are corn and
soybeans. Watermelons are also grown in a few areas.
The main limitations for crops are leaching of plant
nutrients during rainy periods and the hazards of
droughtiness and wind erosion in dry weather. Blowing
sand can damage young plants. A common pasture
forage is coastal bermudagrass.
Seasonal wetness, seepage, poor filtering capacity,
and rare flooding of low-lying areas limit the use of this
soil for building site development and sanitary facilities.
Drainage systems including tile and open ditches reduce
wetness. Ditches are difficult to maintain because of
ditchbank caving. The hazard of flooding needs to be
determined before use and management of specific sites
are planned. Summer droughtiness is a problem in
establishing and maintaining lawns and shrubs. The
sandy texture is a limitation for recreation uses.
This Seabrook soil is in capability subclass Ills and in
woodland group 8S.
StA—State loamy fine sand, 0 to 2 percent slopes.
This soil is well drained. It is on low ridges on stream
and low marine terraces in scattered areas near rivers,
creeks, sounds, and bays mainly in the north -central and
south-central parts of the county. Mapped areas are
irregular in shape and range from 5 to 50 acres.
Typically, the surface layer is brown loamy fine sand 7
inches thick. The subsurface layer is light yellowish
brown loamy fine sand to a depth of 11 inches. The
subsoil extends to a depth of 46 inches. It is strong
brown sandy clay loam in the upper part, yellowish
brown sandy clay loam in the middle part, and brownish
yellow fine sandy loam in the lower part. The underlying
material is brownish yellow loamy fine sand and yellow
sand to a depth of 80 inches.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. The soil ranges
from very strongly acid to medium acid unless lime has
been added. The seasonal high water table is 4 to 6 feet
below the surface. This soil is subject to rare flooding in
low-lying areas.
Included with this soil in mapping are small areas of
Conetoe and Altavista soils. The well drained Conetoe
soils occur at random within the map unit with no
apparent change in landscape. The moderately well
drained Altavista soils are in slightly lower areas than
State soil. Some areas of wet soils in depressions and
sandy soils in higher areas are shown on the map with a
special symbol. These areas are smaller than 4 acres.
The included soils make up about 10 to 15 percent of
this map unit.
This State soil is used mainly as cropland. In a few
areas, it is used as pasture or woodland.
In cultivated areas, the main crops are corn, soybeans,
and tobacco. There are no major limitations for cultivated
crops. Common pasture forages include coastal
bermudagrass, tall fescue, and Ladino clover.
In woodland areas, loblolly pine, longleaf pine,
southern red oak, Shumard oak, laurel oak, hickory,
yellow -poplar, red maple, sweetgum, white oak, water
oak, post oak, and blackgum are dominant. The
understory includes flowering dogwood, sourwood,
sweetbay, redbay, American holly, blueberry, bitter
gallberry, partridgeberry, grape, Virginia creeper,
waxmyrtle, Carolina jessamine, and poison -ivy. There are
no major limitations for woodland use and management.
This soil has no major limitations for building site
development and recreation uses except in low-lying
areas where the soil is subject to rare flooding. The
hazard of flooding needs to be determined before use
and management of specific sites is planned. Wetness
and seepage are the main limitations for sanitary
facilities.
This State soil is in capability class I and in woodland
group 10A.
Tm—Tomotley fine sandy loam. This soil is nearly
level and poorly drained. It is on broad flats and in
depressions on low marine and stream terraces mainly in
the north -central and south-central parts of the county.
Mapped areas are irregular in shape and range from 5 to
2,000 acres.
Typically, the surface layer is dark gray fine sandy
loam 7 inches thick. The subsurface layer is light
brownish gray fine sandy loam to a depth of 11 inches.
The subsoil extends to a depth of 54 inches. It is light
brownish gray fine sandy loam in the upper part and gray
sandy clay loam in the middle and lower parts. The
underlying material to a depth of 80 inches is gray loamy
fine sand.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. The soil ranges
from extremely acid to strongly acid unless lime has
been added. The seasonal high water table is at or near
the surface. This soil is subject to rare flooding in low-
lying areas. Water ponds in depressions for brief periods
unless a drainage system has been installed.
Included with this soil in mapping are small areas of
Arapahoe, Augusta, Roanoke, and Deloss soils. The very
poorly drained Arapahoe and Deloss soils are in
depressions. The somewhat poorly drained Augusta soils
are in slightly higher areas than Tomotley soil. The
poorly drained Roanoke soils occur at random within the
map unit with no apparent change in landscape. The
included soils make up about 10 to 20 percent of this
map unit.
This Tomotley soil is used mainly as woodland. In a
few areas, it is used as pasture or cropland.
In woodland areas, loblolly pine, pond pine, red maple,
sweetgum, yellow -poplar, blackgum, water oak, swamp
chestnut oak, and willow oak are dominant. The
understory includes bitter gallberry, large gallberry,
fetterbush, switchcane, sweet pepperbush, greenbrier,
sweetleaf, American holly, blueberry, huckleberry,
RECEIVED
JUN 1 1 [U12
BY:

Carteret County, North Carolina
sweetbay, redbay, waxmyrtle, Virginia creeper,
honeysuckle, poison -ivy, Carolina jessamine, Virginia
chainfern, and cinnamon fern. Wetness is the main
limitation for woodland use and management. Areas
managed for loblolly pine benefit from ditching and
bedding.
In cultivated areas, the principal crops are corn and
soybeans. A small acreage is used for cabbage (fig. 19)
and potatoes. Wetness is the main limitation. Drainage
systems include open ditches and tile and land grading
for surface drainage. Common pasture forages include
tall fescue and Ladino clover.
Seasonal wetness and rare flooding of low-lying areas
limit the use of this soil for building site development,
sanitary facilities, and recreation. However, some areas
have been developed using intensive drainage systems
that include open ditches and tile and land grading for
surface drainage. The hazard of flooding needs to be
determined before use and management of specific sites
are planned.
This Tomotley soil is in capability subclass Illw
(drained) or IVw (undrained). It is in woodland group
I OW.
45
To—Torhunta mucky fine sandy loam. This soil is
nearly level and very poorly drained. It is on broad flats
and in depressions on uplands. Some of the largest
areas are in Croatan National Forest in the western part
of the county. Mapped areas are irregular in shape and
range from 5 to 2,000 acres.
Typically, the surface layer Is black mucky fine sandy
loam and fine sandy loam 20 inches thick. The subsoil is
dark grayish brown fine sandy loam to a depth of 33
inches. The underlying material to a depth of 80 inches
is light brownish gray fine sandy loam in the upper part
and gray loamy sand in the lower part.
Permeability is moderately rapid. This soil ranges from
extremely acid to strongly acid unless lime has been
added. The seasonal high water table is at or near the
surface. Water ponds in depressions for brief to long
periods except in drained areas.
Included with this soil in mapping are small areas of
Pantego, Murville, Leon, and Rains soils. The very poorly
drained Pantego and Murville soils occur at random
within the map unit with no apparent change in
landscape. The poorly drained Leon and Rains soils are
Figure 19.—Cabbage is grown In this drained area of Tomotley fine sandy loam.
RECEIVED
JUN 11 zU1Z
BY:

EVALUATION OF
DEVELOPMENT -
TING DITCH TO CONVEY RUNOFF FROM
Drainage Area D1 will have overland runoff to an existing
ditch. No work is proposed to modify the existing ditch,
which is USACOE jurisdictional waters. Drainage Area D1 is
insignificant (.54 acres) compared to the offsite drainage
area (74.38 acres)
Drainage Area
L ;, a Onsite 23,588 sf 00.7% Q�b
Offsite 3,240, 000 sf 99. 3% q>� � ,:''E ,w•,�i�p;
Total 3,263,588 sf 100°s e
q .L
q b
Impervious Areat�\
Onsite 1,191 sf 00. 1% /j .,FN6IN•= �a
Offsite 810,000 sf 99.90IyppE� .•°
Total 811, 191 sf l00 0
Percent Impervious 24.9%
Design Rainfall Depth 1.5 inches
Peak Flow Calculations
10 yr runoff depth
R = 0.05 + [(.9) x (.249)] _ .274
Runoff Depth = 1.5 in. x .274 = .41
10 year storm intensity = 4.32 in/hr (T=30 min;NOAA
chart)
Post Development 10 Yr Storm Peak Flow
A = 3,263,588/43,560 = 74.92 ac
I = 4.32 in/hr
C = (.249)(.95) + (1-.249)(.15) _ .349
Q = CIA = .349 x 4.32 x 74.92 = 113 cfs
2FCEIVED
JUN I I Z01Z
BY:
FG-PCI\D 100i\Ff-L\2012 1
MHC-CN7I -EXIST-DITCI I-01-S W-PERMIT d(x
120602

Trapezoidal Channel
Input Data
Bottom Width =
200 feet
Left Sideslope =
225 :1
Right Sideslope =
2.25 :1
Manning's N =
0.030
Channel Slope =
0.15%
Depth of Flow =
3.72 feet
Calculations
Flow Area =
38.58 sq. ft.
Wetted Perimeter =
20 32 feet
Hydraulic Radius =
1.90 feet
Flow Rate =
113.47 cfs
Velocity =
2.94 fps
Existing ditch is 5.0 feet deep. Freeboard at projected design flow
is 1.28 feet. DENR BMP Manual recommends .5 feet freeboard minimum.
II JUN 1 1 'LO12
I
MHC-CN71-D1-Exist-Open Channel Calculator.xls
Page 1 of 1
7.34 PM 6/2/2012

EVALUATION OF EXISTING DITCH TO CONVEY RUNOFF FROM
DEVELOPMENT - AREA NUMBER 4
Drainage Area D4 will have overland runoff to an existing
ditch. No work is proposed to modify the existing ditch,
which is not USACOE jurisdictional waters.
Drainage Area
Onsite
Offsite
Total
Impervious Area
Onsite
Offsite
Total
Percent Impervious
Design Rainfall Depth
Peak Flow Calculations
86,830 sf
28,500 sf
115,330 sf
5,504 sf
0 sf
5,504 sf
4.77%
1.5 inches
10 yr runoff depth
R = 0.05 + [(.9) x (.0477)] _ .093
Runoff Depth = 1.5 in. x .093 = .14
10 year storm intensity = 8.84 in/hr (T=5 min;NOAA chart)
Post Development 10 Yr Storm Peak Flow
A = 115,330/43,560 = 2.65 ac
I = 8.84 in/hr
C = (.0477)(.95) + (1-.0477)(.15) _ .188
Q = CIA = .188 x 8.84 x 2.65 = 4.4 cfs
RECEIVED
JUN 1 1 201Z
BY:
\\G-PC I 1005\FTL\2012 1
P1HC-CN71-f_XIS'f-DITCH-D4-SW-PERbIIT doc
120602

i;
Trapezoidal Channel
Input Data
Bottom Width =
2.00 feet
Left Sideslope =
1.25 :1
Right Sideslope =
1.25 :1
Manning's N =
0.030
Channel Slope =
0.10%
Depth of Flow =
1.10 feet
Calculations
Flow Area =
3.71 sq. ft.
Wetted Perimeter =
5.52 feet
Hydraulic Radius =
0.67 feet
Flow Rate =
4.46 cfs
Velocity =
1.20 fps
Existing ditch is 2.7 feet deep. Freeboard at design flow is 1.6 feet.
DENR BMP Manual requires .5 feet freeboard (minimutu).
,- r'EIVED
JUN I 1 ZQ1Z
MHC-CN71-D4-Exist-Open Channel Calculator As
Page i of 1
7.45 PM 6/2/2012

M
i
EVALUATION OF EXISTING DITCH TO CONVEY RUNOFF FROM PROPOSED
DEVELOPMENT - AREA NUMBER 6
Drainage Area D6 will have overland runoff to an existing
NCDOT roadside ditch. No work is proposed to modify the
existing ditch, which is not USACOE jurisdictional waters.
Drainage Area
Onsite 4, 643 sf
Offsite 225,000 sf 2ZN Ali
Total Total 229,643 sf .•'��:PpF4
ervious Area
Onsite
Offsite
Total
Percent Impervious
Design Rainfall Depth
Peak Flow Calculations
848 sf
45,000 sf
45,848 sf
19.96%
1.5 inches
10 yr runoff depth
R = 0.05 + [(.9) x (.1996)) = .230
Runoff Depth = 1.3 in. x .230 = .34
469 �O
. EkVGINEEQ' : ��a i
10 year storm intensity = 7.07 in/hr (T=10 min;NOAA
chart)
Post Development 10 Yr Storm Peak Flow
A = 229,643/43,560 = 5.27 ac
I = 7.07 in/hr
C = (.1996)(.95) _ (1-.1996)(.15) _ .31
Q = CIA = .31 x 7.07 x 5.27 = 11.6 cfs
\\G-PCI\D1005\FTL\2012 1
N11 WCN71-EXIST-DITCH-D6-S\V-PRRMI'F doe
ft CEIVM
IJUN I I " Ull
- 120602

Trapezoidal Channel
Input Data
Bottom Width =
2.00 feet
Left Sideslope =
2 :1
Right Sideslope =
2 :1
Manning's N =
0.030
Channel Slope =
0.23%
Depth of Flow =
1.30 feet
Calculations
Flow Area =
5.98 sq. ft.
Wetted Perimeter =
7.81 feet
Hydraulic Radius =
0.77 feet
Flow Rate =
11.89 cfs
Velocity =
1.99 fps
Existing NCDOT roadside ditch is 2.8 feet deep. Freeboard at design flow
is 1.5 feet. DENR BMP Manual recommends .5 feet freeboard minimum.
ED
'L
JUN 1 1 U1"L
1 B Y :- -----
MHC-CN71-D6-Exist-Open Channel Calculator.xls
Page 1 of 1
7.39 PM 6/2/2012

CDAVID ASSOCIATES, INC.
I N e. LM-L� Engineers •Planners •Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone]• Fax[phone] [phone]• Fax[phone]
E-mail: mai@mcdavid-inccom E-mail: maigold@mcdavid-inccom
3714 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
June 7. 2012
Ms. Linda Lewis
Express Permitting
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT: Application for Stormwater Permit
Contract 71 — Water Treatment Plant 4/Well 6
Town of Morehead City
Carteret County, NC
Dear Ms. Lewis:
Attached please find two copies each of Sheet 2 of 5 and sheet 4 of 5 revised in accordance with our
discussions this morning.
Thank you in advance for your prompt review and approval. If you have any questions, please do not
hesitate to contact me.
Sincerely,
M�jcDAVID ASSOCIATES, INC.
F. Tyndall Lewis, P.E.
Goldsboro Office
FTL:
Attachments
RECEIVED
JUN 1 1 2012
BY:
OG-PC N) 1005\F1U2012 1 120607
MI IC-CN 71-W1P4-S W-PERM I IA, I'R-It01

ii
McDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone]• Fax [phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
June 7, 2012
Mr. Chris Baker
Express Permitting
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
GOLDSBORO OFFICE
[phone] • Fax [phone]
E-mail: [e-mail]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
SUBJECT: Application for Stormwater Permit
Contract 71 — Water -Treatment Plant 4/Well 6
Town of Morehead City
Carteret County, ,NC
Dear Mr. Baker:
Attached please find the following items in support of subject application:
1. Check in the amount of $2,000.00 (Express fee for Stormwater Permit)
2. Original and one copy of the Application form
3. Agent designation letter
4. Supplemental forms RECEIVED
a. Low Density Supplement ,JUN 0 7 2012
b. Grassed Swale Supplement, Drainage Area 2 BY:
c. Grassed Swale Supplement, Drainage Area 3
d. Grassed Swale Supplement, Drainage Area 5
e. Grassed Swale Operation and Maintenance Agreement
f. Evaluation of Existing Ditch to convey Runoff from Proposed Development — Area I
g. Evaluation of Existing Ditch to convey Runoff from Proposed Development — Area 4
h. Evaluation of Existing Ditch to convey Runoff from Proposed Development — Area 6
5. Stormwater Management Permit Application Narrative
6. USGS Map identifying site location
7. Property Deed
8. Wetlands Delineation Survey signed by USACOE
9. Two sets of plans
PG -PC 1 ND 1005U'11�2012 1 - 120607
M ItC- ;N 71-1.11-1'LU-N IN n-RD-SW-PFRMI I"-LI R-

The proposed project involves the construction of Well 6, a 500,000 gallon water tank and Water
Treatment Plant 4 on a 8.18 tract located at 1545 Country Club Road in Morehead City. The proposed
project will increase the Town's water supply and improve water quality.
Thank you in advance for your prompt review and approval. If you have any questions, please do not
hesitate to contact me.
Sincerely,
McDAVID ASSOCIATES, INC.
F. Tyndallll ewi
Goldsboro Office
FTL:
Attachments
OG-PC N) 1005,1:1'U2012
M HC-CN7I -LITTLE-N IN E-RD-S W-PERM IT -I: rR
M),w=

Lewis,Linda
From:
Lewis, Linda
Sent:
Thursday, June 07, 2012 11:27 AM
To:
Baker, Chris
Cc:
Russell, Janet
Subject:
Morehead City WTP #4 - SW8 090120
Chris:
I accepted the project. Mr. Lewis is supposed to update sheets 2 and 4 with dimensions for the buildings,
parking, street and sidewalks. He will mail those in either tomorrow or Monday.
I will process and issue the transfer today, and then you can have Jo enter the modification when the revised
plans come in next week.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

�I'}�� T�tF'9��T r��Ir 7�I�'y� TI I(�I,1 ViIIry��7y Gerald A. Jones, Jr, Mayor
MICR loll Llr � AD CITY 11 Jones,
COUNCIL NORTH CAROLI N
Harvey N Walker, Jr, Mayor Pro Tem 706 Arendell Street
George W. Ballou Morehead City, North Carolina 28557-4234
Demus L Thompson TEL [phone]
William F Taylor FAX [phone]
Diane C. Warrender www moreheadcity.nc gov
May 30, 2012
Ms. Christine Nelson
Environmental Engineer Il
Express Permitting
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Nelson:
A s o
�No 1050
SUBJECT: Acceptance of Responsibility
Stormwater Permit S W8 090120
Town of Morehead City
Carteret County, NC
Pete Connet
Interim City Manager
�0 L,,
5w$ MV 0 /
1 (P'
Please accept this letter as the Town of Morehead City's "acceptance of responsibility" for compliance
issues, if any, associated with subject Stormwater Permit. The Town hereby requests DWQ expedite the
transfer of the existing Stormwater Permit from S. F. Ballou, Inc to the Town on Morehead City. It is my
understanding this letter will fiuther expedite the transfer request inasmuch as DWQ will not be required to
visit the site in order to determine if compliance issues exist at this time.
If you have any questions, please do not hesitate to contact me.
FTL:
Attachments
RECEIVED
JUN 44 2012
BY:__�_
\\G-PCI\DI005 FL\2ot2 1 120530
[vII-[CCMI-SW-PERMI'P-ACCEPP4RESR4Pf4KW Equal Opportunity Employer Provider

TOWN OF MOREHEAD CITY
PUBLIC UTILITIES DEPARTMENT
Sucet
ead City, N ll 28557
Morehead City, NC 28557
/NC. tB50 pbone:[phone]
Fax: [phone]
Email: mcwater@brzectr com
DANIEL WILLIAMS
Public Utilities Director

Gerald A Jones, Jr, Mayor
MOREH EAD CITY
Apo CrJ`
COUNCIL NORTH CAROLI NA
Harvey N. Walker, Jr., Mayor Pro Tem 706 Arendell Street`
George W. Ballou Morehead City, North Carolina 28557-4234 .,yo lays
Demus L. Thompson TEL [phone]
William F. Taylor FAX [phone] Pete Connet
Diane C. Warrender w moreheadcity nc.gov Interim City Manager
May 30, 2012
Ms. Christine Nelson
Environmental Engineer II
Express Permitting
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT: Request for Transfer
Stormwater Permit SW8 090120
Town of Morehead City
Carteret County, NC
Dear Ms. Nelson:
Please accept this letter as the Town of Morehead City's request for transfer of subject Permit to the
Town of Morehead City. The following items are provided in support of this request:
1. Application form signed by me and S. F. Ballou (current Permit holder)
2. Copy of deed for the property transfer of ownership from S. F. Ballou, hie. to the Town of
Morehead City
3. Letter of Acceptance of Responsibility
The Stormwater Permit was issued for the construction of Scott's Farm Subdivision (18 lots on 8.18
acres). No construction has occurred to date. Thank you in advance for your prompt review and approval.
If you have any questions, please do not hesitate to contact me.
FTL:
Attachments
RECEIVED
JUN 0 4 ZO1Z
BY:
\\G-PC ItDI005\FTU2012 I 120530
wc—cN71-sw-PERmrr-TRANSFER-L7RWEOE/P Equal Opportunity Employer Provider

04/1012012 BB:48 2521262267 TOW OF MCREEAD CTY PME 65/15
NORTH CAROUNA CARfEHLRCOUMv
The ImNaeM end dw sm"j%%smo*mDdm
1M dab tndtwad In 0a Bdttme paps Moon
a am as Pow n.na.
4yy(/�w h
,Tnarv,a,wradnra
R1n -Twy +
Prepared by:
Kirkman, Whitford a Brady, P. A.
HUM
1 {a, Seµ tm was" w W1a
MMT R pA11 �3�:19 q1
It M Sw $0.10
FILE t Id9 M
etampo: $600.OD
POrOelP 1638719413889000
Brief 00a0ription: Lot 13, Mrs. H. H. Scott
STATE OF NORTH CAROLYNA
COUNTY OF CARTEHBT OK(UTAL WARRANTY DEED
THIS DEED, is made and antarad into this
DOcaabOr, 2011 by and between B.P. HALLOO, INC. a us. dayo!
iof
corporation,, 302 Commarm Awons, Norshoad City, NC 28557
hareloa£tos referred to as party Of the first Part; and TOW OF
MDREBBAD CITY, a North Carolina body Politic, 706 Acandell Street,
Mcrahsad City, NC 2SS57 hereinafter referred tc
second Part; as Party of the
R I T N E 8 8 8 T 8:
THAT the party of the first part, in mcsidaratiun of
the sum of Ten Dollars (630.00) and Other good and valuable
consideration to it paid by the Party Of the second part, the
receipt Of which is hereby aoknowlOdgad, haw bargained and sold,
td these presents do hereby grant, bargain, sell, and convoy
the Party of the second partits successors and assigns, that
,
certain tract or parcel of land tirsate in the WORBHHkD T MSITYp
COUNTY OF CARTERET, STATH OF NORTH CARDLINA, and so. particularly
described as follow:
Being all of Lot 13, aO chow on the map "titled "Nra H.B.
Scott' Prepared by John w. Collier, ROgistered Serveyor dated
October 30, 1972 and recorded in Nap Hook 9, page 18,
Carterst County Registry.
The above described tract or parcel we oonvayed to the party of
the first part by dead recorded in Dead Book 1229, Page 337,
Carteret County Registry and is not the Primary residence of the
Party of the first part.
BOOKE-R3 PAGE q

84/20/2012 08: C8 2527M2M7 TOIJI OF MREWQ CTV PAGE 06115
2
TO SAVE AND TO BOLO said tract ar parcel of land end all
privileges end appurtenances thereanto balOnging or in any way
Appertaining to the said party of the Second part, its snoaessors
And &.signs, to its only use and behocf forever.
And the said party of the first part does oovaaant that
It is coined of mid pveaises in gas and has the right to convey
the same in fen simple; that the same is free and clear of
encaebxanoes, and that it will werrmt and forever defend the said
title to the same against the lawful claim of all persons
whsasoevar except for Any and all restrictions, covenants and
easanants of raoord.
IN TESTIMONY WHEREOF, the said party of the first part
has hereunto eat its hand and seal the day and year first above
written.
B. y Bel ou 1c.
ey:
A E41
a n, president
STATE Or WORTH CAROLINA
COUNTY OF CARTERET
1, tha,uudaraignod, a Notary Public of the County and State
aforesaid, certify that Samuel P. Ballou, ➢resident of 8.7,
Ballou, Inc., a North Carolina corporation, personally Appeared
before me thin day and acknowledged that he is President of 8.f,
BAllcu, Ina. and that he, as President, being authorized to do sof
execated the foregoing on behalf of the corporation.
Witness my hand and official stamp or Anal, this QO day
Of nAc. tar 2011.
perarp Publ A
IIs��wr
Sens of rotary PAD
My eesmi&.im aspires: /jq/,gg3 \a111118%
z�
'7yyn H1kT 1eC,�.
BOOKL�aJPAGE_Llq.�

RECEIVED
JUN U 4 ZU1Z
BY:___
FAI
9

ATA
NC®ENR
W01
�5Z,uoo
' -o SuJ 6 O'�O 120
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
For DENR Use ONLY
Reviewer G
Submit:
1 00
Time
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson((Dncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.leel4incdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrickgrogan(fncder
rmov
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(dncdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or janet.russell(ftcdenr.gov
NOTE: Project application received after 12 noon will he stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
-I-Y�-1-
Project Name: WATER TREATMENT PLANT - WELL 6 County: CARTERET CO
Applicant: TOWN OF MOREHEAD CITY Company: N/A
Address: 706 ARENDELL STREET City: MOREHEAD CITY, State: NC Zip: 28557
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:000NTRY CLUB ROADD
Project Drains into NEWPORT RIVER waters — Water classification SA HQW (for classification see-http://h2o.enr.state.nc.usibims/reports/reportsWB.htmi)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? NO
, within Y2 mile and draining to class SA waters YES or within 1 mile and draining to class HOW waters? Y
Engineer/Consultant: F. TYNDALL LEWIS Company: MCDAVIDASSOCIATES
��,�IVED
Address: P 0 BOX 1776 City: GOLDSBORO, State: NC Zip: 27533-_
Phone: [phone], Fax: [phone], Email: ftl@mcdavid-inc com MAY 3 0 LU1Z
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ BY: --
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization El Minor Variance [:1 Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bl Rmp, ❑ Clear & Grub, ❑ Utility ® Other
® Low Density ❑ Low Density -Curb & Gutter 1 # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ® MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 09012 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site 0 Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: 0 Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: 0 No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DENR use only
Fee Split for multiple permits: (Check# 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
Los
$
Stream Deter—
$
NCDENR EXPRESS March 2009

hubert, nc - Google Maps
Page 4 of 25
http://maps.google.com/maps?hl=en&tab=wl 5/29/2012

A
Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, May 30, 2012 9:54 AM
To: 'F. Tyndall Lewis'
Cc: Daniel Williams, Russell, Janet; Lewis,Linda
Subject: RE: Morehead Water plant
Tyndall,
I discussed this scenario with Linda Lewis this morning. Apparently she has had some discussions with Raleigh recently
regarding a similar situation. The end result was that if the proposed development meets the requirements listed in the
subsection of the rules you quoted below by not increasing the BUA or increasing the BMP, the development could be
permitted under the old set of rules. It doesn't matter if the "project" type is changing.
I apologize for the confusion.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: F. Tyndall Lewis rmailto:ftl(almcdavid-inc.coml
Sent: Tuesday, May 29, 2012 3:54 PM
To: Nelson, Christine
Cc: Daniel Williams; Russell, Janet
Subject: Re: Morehead Water plant
The property is zoned residential and will remain residential. The proposed well, tank and water plant may be
constructed within residential zoning. From that perspective the development type is not changing.
I printed the 2011 USGS Quadrangle maps for Core Creek and Beaufort and verified there are no named blue
line streams in the vicinity of the project other than the Newport River.
thanks
----- Original Message -----
From: Nelson. Christine
To: F. Tyndall Lewis
Cc: Russell. Janet ; Daniel Williams
Sent: Tuesday, May 29, 2012 3:15 PM
Subject: RE: Morehead Water plant
Tyndall,
I am aware of that subsection of the rules. As I mentioned in our meeting this morning, the last experience I had with a
similar situation where the development type was changing, it was deemed to not be a minor modification due to
needing a different type of permit (commercial instead of residential). I will ask the question in relation to your specific
scenario and will let you know what I find out.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and maybe disclosed to third parties unless the content is exempt by statute or other regulation.
From: F. Tyndall Lewis fmailto:ftl(Omcdavid-inc.com]
Sent: Tuesday, May 29, 2012 3:05 PM
To: Nelson, Christine

Cc: Russell, Janet; Daniel Williams
Subject: Morehead Water plant
Section 2.(d) Exclusions ... The requirements of this section shall not apply to any of the following:... (5)
Development activities for which only a minor modification ... is required ... For purposes of this subsection, a
minor modification of a State Stormwater Permit is defined as a modification that does not increase the net area
of built upon area within the project site or does not increase the overall size of the stormwater controls that
have been previously approved..."
It would appear to me that the proposed water plant/well/tank project "does not increase the net area of built
upon area within the project site or does not increase the overall size of the stormwater controls that have been
previously approved...", so why couldn't the proposed project be considered a minor modification under the
Regulation?
It is not rational that the rules may not allow construciton of the well, tank and water plant on the entire 8 acre
site but may allow constuction of a 25% impervious subdivision on the front 5 acres and the water plant, well
and tank with 24% impervious area on the rear 3 acres.
Thanks for meeting with me this morning and reviewing the project. Your guidance and comments were most
helpful. I look forward to hearing from you in the future.
F. Tyndall Lewis, P.E.
McDavid Associates, Inc.
109 E. Walnut Street
P.O. Box 1776
Goldsboro, NC 27533
Phone: [phone]
Fax: [phone]

Nelson, Christine
From: Nelson, Christine
Sent: Wednesday, May 30, 2012 9:33 AM
To: 'F. Tyndall Lewis'
Subject: RE: MHC
The requirement is in Section 111.9 of the permit
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: F. Tyndall Lewis rmailto:ftl(obmcdavid-inc.com]
Sent: Wednesday, May 30, 2012 8:06 AM
To: Nelson, Christine
Cc: Daniel Williams
Subject: Re: MHC
I will help the town request the transfer asap. The town does own the property. I do not see a condition in the
permit that requires the transfer request within 30 days of sale. thanks for your help.
----- Original Message -----
From: Nelson. Christine
To: F. Tyndall Lewis
Sent: Wednesday, May 30, 2012 7:02 AM
Subject: RE: MHC
Tyndall,
There is a form necessary for all transfers. You may find it at the same website as the DWQ Stormwater Application
under the Misc Forms & Documents tab. The form will go into greater detail regarding the transfer process. I believe it
says to call DWQ to request an inspection prior to submitting the paperwork, but the letter we discussed yesterday
should be sufficient.
If the city truly owns the site, it would be best to go ahead and submit the transfer paperwork. There should be a
permit condition in the permit, which, unfortunately is often overlooked, that requires the permit to be transferred
within 30 days of the sale of the property.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: F. Tyndall Lewis fmailto:ftl(almcdavid-inc.com]
Sent: Tuesday, May 29, 2012 5:19 PM
To: Nelson, Christine
Cc: Russell, Janet
Subject: MHC
Please advise as to fee, if any, required for transfer of SW Permit for Scott's Farm Subdivision to Morehead
City. I assume a letter as per your description is suitable to request the transfer and that there is not a formal
form to address transfers.
Do you recommend we request the transfer ASAP or wait until after you have had the opportunity to further
investigate the project. thanks

F. Tyndall Lewis, P.E.
McDavid Associates, Inc.
109 E. Walnut Street
P.O. Box 1776
Goldsboro, NC 27533
Phone: [phone]
Fax: [phone]

MEMORY TRANSMISSION REPORT
FILE NO.
716
DATE
05.30
12:42
TO
8 919197357351
DOCUMENT PAGES
3
START TIME
05.30
12:42
END TIME
05.30
12:43
PAGES SENT
3
STATUS
OR
*** SUCCESSFUL TX NOTICE
TIME :05-30-'12 12:43
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
*k*

North Carolina Department of Environment and
Natural Resources
NC®ENR Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are regl
Coordinator along with a completed DETAILED narrative, site plan (PDI
of the project location. Please include this form in the application pack
ScoPe�
For DENR Use ONLY
Reviewer.
Submit if
Time t 0 : o!Z
cgeem. .S'2 5� .
for express review. FAX or Email the completed form to Express
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(@.ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; daviddeeCdncdenr.eov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(ftcdenr.pov
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardisononcdenr
gov
• Wilmington Region -Janet Russell910-350-2004 or janet.russell(rDncdenroov
NOTE., Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
zq, 30,3 ]
oc LAl5, 6
Project Name: CN71-WATER TREATMENT PLANT 4 County, CARTERET CO
Applicant: TOWN OF MOREHEAD CITY Company: N/A
Address: 706 ARENDELL STREET City: MOREHEAD CITY, State: INC Zip: 28557
Phone: [phone], Fax: [phone]. Email: [e-mail]
Physical Location:000NTRY CLUB ROADD
Project Drains into NEWPORT RIVER waters — Water classification SA HOW (for classification see-http://h2o.enr.state.nc.usibims/reports/reportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? NO
, within A mile and draining to class SA waters YES or within 1 mile and draining to class HQW waters? Y
Engineer/Consultant: F. TYNDALL LEWIS Company: MCDAVID ASSOCIATES RECEIVED
Address: P 0 BOX 1776 City: GOLDSBORO, State: NC Zip: 27533-_ MAY 2 4 20t2
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SLOPING MEETING ONLY BY:
❑ ping Meeting ONLY ElDWQ, [_1DCM, [_1DLR, ❑ OTHER:
Sc2TION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ® Other
® Low Density ❑ Low Density -Curb & Gutter 1 # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ElMOD:❑ Major ElMinor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide perm #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check # 1 Total Fee Amount $
SUBMITTAL DATES
I Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009
A 4'�e,,N9c . 0A-4S,
co.?Ake.% C 310 'Of .

DWEI, LLC
March 25, 2012
Page 3 of 3
ak
�ec4,n.1� e1n t
Gc3m%I
G-1

Russell, Janet
From: F. Tyndall Lewis [[e-mail]
Sent: Thursday, May 24, 2012 11:40 AM
To: Russell, Janet
Cc: Lewis,Linda, Daniel Williams
Subject: Morehead City Water Plant 4 Stormwater Applciation.
Attachments: mhc cn71 stormwater express site maps pdf; mhc cn71 stormwater exist drainage pattern.pdf;
mhc cn71 stormwater express narrative.pdf; mhc cn71 stormwater express req.pdf; MHC CN.
71 STORMWATER SITE PLAN.pdf
Morehead City recently purchased 8.18 ac tract, 1545 Country Club Road, from S. F. Ballou, Inc. The property
had an approved Stormwater Permit issued July 22, 2009. I do not have a copy of the permit, but do have a
copy of the application. The application indicated the project (residential subdivision) to be 23.5%
impervious. The front half of the property is located within .5 mile of SA waters, the back half more than one
half mi from SA waters.
The Town plans to use the property to constuct water system improvements including one well, elevated tank,
water treatment plant for the well, wastewater pumping station, and a future well. A more comprehensive
narrative is attached.
At the time of purchase, the Town believed the existing stormwater permit vested the property such that the
overall impervious limit would remain 25%; however, the town recognized the vesting was not a sure thing.
Plans for the proposed work are complete and I am now trying to work thru the Stormwater application. I have
attached the request form for Express Permit Review. If the property is considered to be vested, I assume the
town will apply for a modification.
If the property is not considered to be vested, I assume we will apply as low density. I can revise the
existing drainage patterns (see attachment ilustrating existing drainage pattern) at the site such that all drainage
from the site will exit the rear of the property which is well over one half mile form SA waters. If we elect to
do that I assume it will qualify the Town for the 24% limit.
Another option is to subdivide a portion of the frontage and deal with the 12% limit on that portion of the
frontage and leave existing drainage patterns in place, while the remainder of the site will continue to drain
away from the property beyond .5 mi from SA waters and would qualify for the 24% low density limit (some of
the land may be within .5 mile but all the drainage would exit the site from a point more than .5 mi from SA
waters).
Also please advise how or if I am required to account for the portion of the paved driveway off the site within
the ncdot R/W.
Also please advise of the Express application fee and when we may have our initial meeting.
I can't complete the application process until I have answers/guidance, and therefore I will be most appreciative
of your response. I will be glad to meet with you and/or stormwater staff to further discuss the project if you so
suggest. thanks
F. Tyndall Lewis, P.E.
McDavid Associates, Inc.
3O_I,'wCEIVED
MAY 2 4 [U1Z
BY:

44
In cultivated areas, the principal crops are corn and
soybeans. Watermelons are also grown in a few areas.
The main limitations for crops are leaching of plant
nutrients during rainy periods and the hazards of
droughtiness and wind erosion in dry weather. Blowing
sand can damage young plants. A common pasture
forage is coastal bermudagrass.
Seasonal wetness, seepage, poor filtering capacity,
and rare flooding of low-lying areas limit the use of this
soil for building site development and sanitary facilities.
Drainage systems including tile and open ditches reduce
wetness. Ditches are difficult to maintain because of
ditchbank caving. The hazard of flooding needs to be
determined before use and management of specific sites
are planned. Summer droughtiness is a problem in
establishing and maintaining lawns and shrubs. The
sandy texture is a limitation for recreation uses.
This Seabrook soil is in capability subclass Ills and in
woodland group 8S:
StA—State loamy fine sand, 0 to 2 percent slopes.
This soil is well drained. It is on low ridges on stream
and low marine terraces in scattered areas near rivers,
creeks, sounds, and bays mainly in the north -central and
south-central parts of the county. Mapped areas are
irregular in shape and range from 5 to 50 acres.
Typically, the surface layer is brown loamy fine sand 7
Inches thick. The subsurface layer is light yellowish
brown loamy fine sand to a depth of 11 inches. The
subsoil extends to a depth of 46 inches. It is strong
brown sandy clay loam in the upper part, yellowish
brown sandy clay loam in the middle part, and brownish
yellow fine sandy loam in the lower part. The underlying
material is brownish yellow loamy fine sand and yellow
sand to a depth of 80 inches.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. The soil ranges
from very strongly acid to medium acid unless lime has
been added. The seasonal high water table is 4 to 6 feet
below the surface. This soil is subject to rare flooding in
low-lying areas.
Included with this soil in mapping are small areas of
Conetoe and Altavista soils. The well drained Conetoe
soils occur at random within the map unit with no
apparent change in landscape. The moderately well
drained Altavista soils are in slightly lower areas than
State soil. Some areas of wet soils in depressions and
sandy soils in higher areas are shown on the map with a
special symbol. These areas are smaller than 4 acres.
The included soils make up about 10 to 15 percent of
this map unit.
This State soil is used mainly as cropland. In a few
areas, it is used as pasture or woodland.
In cultivated areas, the main crops are corn, soybeans,
and tobacco. There are no major limitations for cultivated
crops. Common pasture forages include coastal
bermudagrass, tall fescue, and Ladino clover.
Soil Survey
In woodland areas, loblolly pine, longleaf pine,
southern red oak, Shumard oak, laurel oak, hickory,
yellow -poplar, red maple, sweetgum, white oak, water
oak, post oak, and blackgum are dominant. The
understory includes flowering dogwood, sourwood,
sweetbay, redbay, American holly, blueberry, bitter
gallberry, partridgeberry, grape, Virginia creeper,
waxmyrtle, Carolina jessamine, and poison -ivy. There are
no major limitations for woodland use and management.
This soil has no major limitations for building site
development and recreation uses except in low-lying
areas where the soil is subject to rare flooding. The
hazard of flooding needs to be determined before use
and management of specific sites is planned. Wetness
and seepage are the main limitations for sanitary
facilities.
This State soil Is in capability class I and in woodland
group 10A.
Tm—Tomotley fine sandy loam. This soil is nearly
level and poorly drained. It is on broad flats and in
depressions on low marine and stream terraces mainly in
the north -central and south-central parts of the county.
Mapped areas are irregular in shape and range from 5 to
2,000 acres.
Typically, the surface layer is dark gray fine sandy
loam 7 Inches thick. The subsurface layer is light
brownish gray fine sandy loam to a depth of 11 inches.
The subsoil extends to a depth of 54 inches. it is light
brownish gray fine sandy loam in the upper part and gray
sandy clay loam in the middle and lower parts. The
underlying material to a depth of 80 inches is gray loamy
fine sand.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. The soil ranges
from extremely acid to strongly acid unless lime has
been added. The seasonal high water table is at or near
the surface. This soil is subject to rare flooding in low-
lying areas. Water ponds in depressions for brief periods
unless a drainage system has been installed.
Included with this soil in mapping are small areas of
Arapahoe, Augusta, Roanoke, and Deloss soils. The very
poorly drained Arapahoe and Deloss soils are in
depressions. The somewhat poorly drained Augusta soils
are in slightly higher areas than Tomotley soil. The
poorly drained Roanoke soils occur at random within the
map unit with no apparent change in landscape. The
included soils make up about 10 to 20 percent of this
map unit.
This Tomotley soil is used mainly as woodland. In a
few areas, it is used as pasture or cropland.
In woodland areas, loblolly pine, pond pine, red maple,
sweetgum, yellow -poplar, blackgum, water oak, swamp
chestnut oak, and willow oak are dominant. The
understory includes bitter gallberry, large gallberry,
fetterbush, switchcane, sweet pepperbush, greenbrier,
sweetleaf, American holly, blueberry, huckleberry,

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NOTES
NO ENCROACHMENTS OBSERVED
ELEVATIONS BASE UPON NAVD 1988 DATUM
AREA SUMMARY
Perimeter: 3854 81
Sq Feet: 35616126
Acres 8.18
EX\STuf.- PRATNA(r.
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14
poorly drained Augusta soils are in depressions. The well
drained State soils and the moderately well drained
Seabrook soils are slightly higher on the landscape than
Altavista soil. Some areas of wet soils in depressions
and some areas of sandy soils in higher positions are
shown on the map with a special symbol. These areas
are smaller than 4 acres. The included soils make up
about 10 to 15 percent of this map unit.
About half of the acreage of this Altavista soil is in
cropland. A small acreage is in pasture, and the rest is
mainly in woodland.
The major crops are corn, tobacco, and soybeans.
Cabbage is grown in a few areas. Wetness is the main
limitation. Drainage systems, including tile and open
ditches, may be needed, especially in areas where
tobacco is grown. Common pasture forages include tall
fescue, Ladino clover, and coastal bermudagrass.
In woodland areas, loblolly pine, longleaf pine,
southern red oak, water oak, yellow -poplar, sweetgum,
red maple, white oak, and biackgum are dominant.
Common understory plants are flowering dogwood,
redbay, sweetleaf, sourwood, sweetbay, bitter galiberry,
greenbrier, sweet pepperbush, Virginia creeper,
waxmyrtle, American holly, honeysuckle, poison -Ivy,
blueberry, grape, and Carolina jessamine. There are no
major limitations for woodland use and management.
Seasonal wetness and rare flooding of low-lying areas
limit the use of this soil for building site development,
sanitary facilities, and recreation. Wetness can be
reduced by drainage systems that include file and open
ditches and land grading for surface drainage. The
hazard of flooding at specific sites needs to be
determined before use and management is planned.
This Altavista soil is incapability subclass liw and in
woodland group 9W.
Ag—Augusta loamy fine sand. This soil is nearly
level and somewhat poorly drained. It is on flats and in
depressions on stream and low marine terraces near
rivers, creeks, sounds, and bays mainly in the north -
central and south-central parts of the county. Mapped
areas are irregular in shape and range from 5 to 300
acres.
Typically, the surface layer is very dark grayish brown
loamy fine sand 7 inches thick. The subsurface layer is
light yellowish brown loamy fine sand to a depth of 10
inches. The subsoil extends to a depth of 55 inches. In
the upper part, it is light yellowish brown sandy clay loam
that has light brownish gray mottles. It is light brownish
gray sandy clay loam in the middle part and light
brownish gray fine sandy loam in the lower part. The
underlying material to a depth of 80 inches is light gray
fine sandy loam and loamy fine sand.
Permeability of the subsoil is moderate, and the
available water capacity is moderate. This soil ranges -
from very strongly acid to medium acid unless lime has
been added. The seasonal high water table is 1 foot Jo 2
Soil Survey
feet below the surface. This soft is subject to rare
flooding in low-lying areas.
Included with this soil in mapping are small areas of
Altavista, Seabrook, and Tomotley soils. The moderately
well drained Altavista and Seabrook soils are in slightly
higher areas than Augusta soil. The poorly drained
Tomotley soils are in depressions. The included soils
make up about 10 to 15 percent of this map unit.
About half of the acreage of this Augusta soil is in
cropland. A few areas are in pasture, and the rest is
mainly in woodland.
In cultivated areas, corn and soybeans are the major
crops. Cabbage is grown in a few areas. Wetness is the
main limitation. Drainage systems include the and open
ditches. Common pasture forages include tall fescue and
Ladino clover.
In woodland areas, loblolly pine, longleaf pine,
southern red oak, water oak, laurel oak, yellow -poplar,
sweetgum, red maple, white oak, and blackgum are
dominant Common understory plants are redbay,
sweetleaf, sweet pepperbush, waxmyrtle, American holly,
Virginia creeper, honeysuckle, sweetbay, bitter galiberry,
blueberry, greenbrier, switchcane, poison -ivy, and
Carolina jessamine. There are no major limitations for
woodland use and management.
Seasonal wetness and rare flooding of low-lying areas
limit the use of this soil for building site development,
sanitary facilities, and recreation. Wetness can be
reduced by drainage systems that include tile and open
ditches and land grading for surface drainage. The
hazard of flooding needs to be determined before the
use and management of specific sites is planned.
This Augusta soil is in capability subclass Illw and in
woodland group 9W.
Ap—Arapahoe fine sandy loam. This soil is nearly
level and very poorly drained. It is on broad flats and in
depressions on low marine and stream terraces mainly in
the central part of the county north of Beaufort and
Marshallberg. Mapped areas are irregular in shape and
range from 5 to 2,000 acres.
Typically, the surface layer is black and very dark gray
fine sandy loam 23 inches thick. The subsoil is dark
grayish brown fine sandy loam to a depth of 36 inches.
The underlying material to a depth of 72 inches is light
brownish gray loamy sand and sand.
Permeability of the subsoil is moderately rapid. The
surface layer and subsoil range from extremely acid to
strongly acid unless lime has been added. The
underlying material ranges from medium acid to mildly
alkaline. The seasonal high water table is at or near the
surface. Water frequently ponds in depressions for brief
to long periods unless a drainage system has been
installed. This soil is subject to rare flooding.
Included with this soil in mapping are small areas of
the Deloss, Ponzer, Tomotley, and Wasda soils. The
very poorly drained Deloss and Wasda soils occur at

Gerald A. Jones, Jr, Mayor
MOREHEAD CITY
Apo qr
COUNCIL
NORTH CAROL I NA
Harvey N. Walker, Jr, Mayor Pro Tem 706 Arendell Street
George W Ballou Morehead City, North Carolina 28557-4234 ipc �BSe
Demus L. Thompson TEL [phone]
William F. Taylor FAX [phone] Pete Connet
Diane C. Warrender vnuvv moreheadcity.nc gov Interim City Manager
May 14, 2012
Ms. Christine Nelson
Environmental Engineer 1I
Express Permitting
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT: Agent Designation
Application for Stormwater Permit
Contract 71— Water Treatment Plant No. 4
Town of Morehead City
Carteret County, NC
Dear Ms. Nelson:
Please accept this letter as the Town of Morehead City's designation of F. Tyndall Lewis as the
Town's agent for the purpose of submitting applications associated with the construction of Water
Treatment Plant No. 4 in Morehead City.
Thank you in advance for your prompt review and approval. If you have any questions, please do not
hesitate to contact me.
FTL:
Attachments
RECEIVED
JUN 11 NIZ
BY:
\\G-PCI\DI005VTL\2012 1 120508
tvHc-cN71-&mc-wIPSw-PERmrr-LTR&,QNEOEIP Equal Opportunity Employer Provider

04/10/2012 08:48• 2527262267
TOWN OF MDREHEAD CTY
PAGE 05/15
NORTH CAROLINN CARTERET COUNTY
This instrument and this aertRioate are duly filed at
the date and three and In the Book and Page shown
on the first page hereof.
Rktl 10A) ea
Prepared by:
Kirkman, Whitford s Brady, P. A
FOR RECISTRRIION REGISTER OF DEEDS
Joy Lawrence
Cart►rat Co tv. NC
December 09, 2011 03:3839 PM
COUNTER DEED 5 P
FEE: SW 00
NC REVENUE STAMP: $800.00
FILE 1 1393496
Stamps: $800.00
Parcel#:638718413889000
Brief Description: Lot 13, Mrs. H. H. Scott
STATE OF NORTH CAROLINA
COUNTY OF CARTERET GENERAL WARRANTY DEED
THIS DEED, is made and entered into this day of
December, 2011 by and between S.F. BALLOU, INC. a North Carolina
corporation,. 301 Commerce Avenue, Morehead City, NC 28557
hereinafter referred to as party of the first part; and TOWN OF
MOREHEAD CITY, a North Carolina body politic, 706 Arendell Street,
Morehead City, NC 28557 hereinafter referred to as party of the
second part;
W I T N E S S E T H:
THAT the party of the first part, in consideration of
the sum of Tan Dollars ($10.00) and other good and valuable
consideration to it paid by the party of the second part, the
receipt of which is hereby acknowledged, have bargained and sold,
and by these presents do hereby grant, bargain, sell, and convey
to the party of the second part, its successors and assigns, that
certain tract or parcel of land situate in the MOREHEAD TOWNSHIP,
COUNTY OF CARTERET, STATE OF NORTH CAROLINA, and more particularly
described as follows:
Being all of Lot 13, as shown on the map entitled "Mrs. H.H.
Scott" prepared by John W. Collier, Registered Surveyor dated
October 30, 1972 and recorded in Map Book 9, Page 18,
Carteret County Registry.
The above described tract Or parcel was conveyed to the party of
the first part by deed recorded in Deed Book 1229, Page 337,
Carteret County Registry and is not the primary residence of the
party of the first part.
i
JUN 1 1 ZU1Z

04/10/2012 08:48 2527262267 TOWN OF MOREHEAD CTV PAGE 06/15
2
TO HAVE AND TO HOLD said tract or parcel of land and all
privileges and appurtenances thereunto belonging or in any way
appertaining to the said party of the second part, its successors
and assigns, to its only use and behoof forever.
And the said party of the first part does covenant that
it is seized of said premises in fee and has the right to convey
the same in fee simple; that the same is free and clear of
encumbrances, and that it will warrant and forever defend the said
title to the same against the lawful claim of all persons
whomsoever except for any and all restrictions, covenants and
easements of reoord.
IN TESTIMONY WHEREOF, the said party of the first part
has hereunto set its hand and seal the day and year first above
written.
S. F Ballou c.
i
By:
S)Arrniel F. Ba lou, President
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, the. undersigned, a Notary Public of the County and State
aforesaid, certify that Samuel F. Ballou, President of S.F.
Ballou, Inc., a North Carolina corporation, personally appeared
before me this day and acknowledged that he is President of S.F.
Ballou, Inc. and that he, as President, being authorized to do so,
executed the foregoing on behalf of the corporation.
Witness my hand and official stamp or seal, this Qi�) day
of �/20Q�1��1�� .
Notary Public
1161 IN. Llftne4-
Pzinted Name of Notary Public
My commission expires: $ /�/2p15 ��gJ TNF9-,,,,'
s �Z ARY Ci?
p
BO%((L�dJPAGE� RECEIVED
JUN I I Z01Z
BY:

04/10/2012 08:40 2527262267 TOWN OF MOREHEAD CTV PAGE 07/15
I
EXHIBIT A
Being all of Lot 13, as shown on the map entitled "Mrs. H.H.
Scott" prepared by John W. Collier, Registered Surveyor dated
October 30, 1972 and recorded in Map Book 9, Page 18,
Carteret County Registry.
BOOK__ - ..PAGE
,mv'CEIVED
JUN I I ZO1Z