SW8021117_HISTORICAL FILE_20030324

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�J�I�I l
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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State Stormwater Management Systems
Permit No. SW8 021117
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
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
Gregory A. Hvson
Dove Meadows Housing
New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin 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.
This permit shall be effective from the date of issuance until March 24, 2013, and shall be
subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 52,880 square feet of impervious area. The
stormwater control must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
pen -nit, and per approved plans. The built -upon area for the future development is limited
to 2,030 ftl.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded casements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 021117
DIVISION OF
WATER QUALITY
PROJECT DESIGN DATA SHEET
Project blame:
Dove Meadows Housing
Permit Number:
SW8 021117
Location:
New Hanover County
Applicant:
Mr. Gregory Hyson, Member/Manager
Mailing Address:
New Dawson Ltd. Partnership
1101 30th Street NW, 4th Floor
Washington, DC 20007
Application Date:
March 19, 2003
River Basin 1 Receiving Stream:
Cape Fear / UT Greenfield Lake
Index #:
CPF17 18-76-1
Classification of Water Body:
"C Sw"
Drainage Area, acres:
2.24
Onsite, ft2:
2.24
Offsite, ft2:
0
Total Impervious Surfaces, ft2:
52,880
Basin Depth, feet:
2.3
TSS removal efficiency:
85% (a 30' vegetated filter is required)
Bottom Elevation, FMSL:
24
Bottom Surface Area, fie:
1,160 @24
Permitted Storage Volume, ft3:
4,940
Temporary Storage Elevation, FMSL:
26.3
Controlling Orifice:
bypass to 30' vegetated filter
Type of Soil:
Kureb
Expected Infiltration Rate:
25 inches per hour
Seasonal High Water Table:
22 FMSL
Draw down time:
2 hours
3

State Stormwater Management Systems
Permit No. SW8 021117
IL SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every G months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader,
catch basins and piping.
g. Access to the infiltration basin and bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
C. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
0

State Stormwater Management Systems
Permit No. SWS 021117
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit transfer request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
The permittee grants DFNR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
5

State Stormwater Management Systems
Permit No. SW8 021117
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the pen -nit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 24" day of March, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. n Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
n

ANDREW & KUSKE John R. Andrew, P.E. John S. Tunstall, P.E.
J.A. Kuske, P.E. Neal W. Andrew, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E.
James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
902 Market Street • Wilmington, NC 284014733 • Phone [phone] • Fax [phone]
www.andrewandkuske.com • [e-mail]
LETTER OF TRANSMITTAL
To: Linda Lewis Date: March 19, 2003 Job No. 02076
NC DENR - Wilmington subject: Dove Meadows
Wilmington, NC
DWQ Stormwater No. SW8 021117
WE ARE SENDING YOU VIA HAND DELIVER FAX TRANSMITTAL: NUMBER OF PAGES
❑ ATTACHED ❑ UNDER SEPARATE COVER INCLUDING THIS TRANSMITTAL
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER Call 910-343-9653 if you have any difficulty
❑ receiving this message.
COPIES DATE NO. DESCRIPTION
3
3-18-03
R4
C4 - Details and Notes
11"U�CEIVEDJ
19 2003
LMAR
BY. r
® AS REQUESTED ❑ FOR REVIEW AND COMMENT ® FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
Revised plans per your comments of March 14, 2003.
cc: Mike Gaffney 1 FMK Architects SIGNED C. Lawrence Sneeden, Jr., P. E., 1 asn
Greg Hyson 1 New Dawson Eric Allen
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

TRANSACTION REPORT
MAR-14-2003 FRI 01:47 PM �c
�c �c
�c FOR; NCDENR WIRO 9103502004
SEND(M)
DATE START RECEIVER PAGES TIDE NOTE M#
MAR-14 01:46 PM 93439604 2 1'06" OK 66

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: March 14, 2003
To: Larry Sneeden, P.E.
Company: Andrew and Kuske
FAX #: [phone]
DWQ Stormwater Project Number: SWS 021117
Project Name: Dove Meadows
MESSAGE:
Dear Larry:.
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No: of Pages: 2 rf,�
From: Linda Lewis 1`�
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
Please provide a longitudinal section view of the vegetated filter, to include the flow spreader
mechanism and the slope, as shown on the attached sheet.
Please add a detail of the bypass structure (SDDI #8) to include SDDI #1 and the 12"RCP
between them.
S:\WQS\STORMWAT\ADDINFO\2003\021117.MAR03
, 72
�.�
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

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ANDREW & KUSKE CONSULTING ENGINEERS, INC.
Memorandum
To: Linda Lewis, NCDENR Project: Dove Meadows Site
From: Larry Sneeden A&K # 02076 REC�I-JIF-4:-D
Date: February 20, 2003 UUJ
Re: Response to Comments, SW8 021 117
BY:
Attached are two sets of revised plans and one set of revised calculations for the project. The
revisions are in response to your comments of January 27, 2003 and those of the city. Our
responses to the comments are as follows:
My memo of January 28`h explained Vincent Lewis's visit and the water table elevations at
the infiltration chambers. 1 trust that information is sufficient to address your concerns.
"The vegetated filter has been relocated to the north end of the site and labeled and detailed.
The new drop inlet will overflow into the filter once the pond storage level reaches elevation
26.3, bypassing the pond.
The pond was shortened and widened slightly to preserve a pine tree along the road frontage.
The pond areas and volumes were impacted slightly but did not change the function or design
water levels in the pond and are reflected in the revised calculations.
Please let me know if you have other questions or concerns.
CC: Greg Hyson, 'Telesis
Mike Gaffiiey, FMK Architects
Phil Bevilacqua, City of Wilmington
902 MARKET STREET WILMINGTON, NORTH CAROLINA 28401-4733
9101343-9653 FAX [phone]

�t
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P. 1
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14-1 MEMORYTX
* * * COMMUNICATION RESULT REPORT ( JAN.27.2003
OPTION
ADDRESS (GROUP)
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9-3439604
4:36PM )
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OK
NCDENR 14IRO
PAGE
P. -1/1
REASON FOR ERROR
------------------------------------
E-1) HANG UP OR LINE FAIL E-2) BUSY
__. E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
fC WATF
0
�QQ
Michael F. Easley, Govemor
O
G
William G, Ross, Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alai Director
Dlvlsioneof WateT
}
Wilmington Regional Office.
FAX COVER SHEET
i
Date: January 27, 2003 No. of Pages: 1
To: Larry Sneedeq, P.E. From: Linda Lewis
Company: Andrew and Kuske Water Quality Section - Stormwater
FAX #: [phone] FAX [phone]
1 Phone # [phone]
DWQ Stormwater Project Number: S'WS 021117
Project Name: ove Meadows
MESSAGE-
i
Dear Larry: {
In addition to the soils investigation, please provide the following;
1, I'm havaing trouble Nvith the infiltration chamber system. If the chamber system is
proposed, the bottom of the chambers must be at least 2' above the seasonal high
water table. The current proposed condition has the bottom of the chambers at or
• • ,1 .I _1. ---- a7-- - -. 1 u-'5.. —+— 4a'klA iC not ar-nentahle under the

0� W A 7F9
�O G
4 'C
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: January 27, 2003
To: Larry Sneeden, P.E.
Company: Andrew and Kuske
FAX #: [phone]
DWQ Stormwater Project Number: SW8 021117
Project Name: Dove Meadows
MESSAGE:
Dear Larry:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1 A)p
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
In addition to the soils investigation, please provide the following:
I'm having trouble with the infiltration chamber system. If the chamber system is
proposed, the bottom of the chambers must be at least 2' above the seasonal high
water table. The current proposed condition has the bottom of the chambers at or
slightly above the seasonal high water table, which is not acceptable under the
stormwater rules.
2. Please label the location of the required 30' vegetated filter and provide a detail.
3. Please provide an off-line bypass for the runoff. If off-line bypass cannot be
achieved, please provide storage for a 2.5" design storm.
S:IWQSISTOPM WAT1A DDINF0120031021117.JAN03
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Re: Stormwater. Comments S W8 021 1 17
Subject: Re: Stormwater Comments SW8 021117
Date: Wed, 29-Jan 2003 09:35:10 -0500
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Larry Sneeden / Andrew & Kuske <[e-mail]>
Larry:
Vincent came by yesterday and told me that he had been to the site. Another meeting is not necessary.
No, I'm not looking for exactly 2' of separation. I do occasionally permit projects in the real world. I
think you'll find the infiltration chambers to be more expensive that plain old concrete pipe, but as long
as there's a reasonable expectation that a separation of about 2' can be maintained, I'll be OK.
Regarding the vegetated filter, yes, please revise the label from grassed swale to vegetated filter. After
all, a vegetated filter is not a grassed swale. The filter should be a flat; grassed area, 30' long, over which
the runoff can sheetflow. It is not simply a grassed connector ditch from basin to receiving waters.
Please make this distinction on the plans and show a proper filter detail. Sheet C-4 shows only a swale
detail, not a vegetated filter detail. Be sure to show sufficient proposed grading for the filter ( level
spreader mechanism inverts, slope, etc.) on the plans.
Linda
Larry Sneeden / Andrew & Kuske wrote:
Project: Dove Meadows
A& K # 02076
Linda,
Attached is a memo with some clarifications and questions on your comments of 1/27/03, Please call
if a phone conversation would help resolve these items.
Larry
Andrew & Kuske Consulting Engineers, Inc.
902 Market Street
Wilmington, NC 28401
910-343-9653 (0)
910-343-9604 (F)
It is the professional opinion of Andrew & Kuske Consulting Engineers, Inc. that this electronic
information provides design information current as of the date of its release. It shall be the
responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Andrew & Kuske makes no
representations as to the usability or readability of documents resulting from the use of software
application packages, operating systems, or computer hardware differing from those used by Andrew
& Kuske in the preparation of such data.
I of 1 1/29/2003 10:58 AM

ANDREW & KUSKE CONSULTING ENGINEERS, INC.
Memorandum
To: Linda Lewis, NCDENR Project: Dove Meadows Site
From: Larry Sneeden A&K # 02076
Date: January 28, 2003
Re: Response to Comments, SW8 021117
I met with Bill Dunlop of Eastern Soils Limited and Vincent Lewis at the site on September
6"', 2002. The results of that meeting are contained in the letter report from ESL attached to
the calculations. Please let me know if you need another meeting to revisit the site.
The following are clarifications to assist with your three additional comments:
1. I knew you would have trouble with that system! I requested in the narrative that it not be
included as a part of the permitted treatment system, and did not include it in any of the
storage and infiltration calculations. We are still pricing this item and may need to pipe
the runoff instead. However, it is proposed as a part of the overall system and I. knew it
would probably be looked at. The aforementioned ESL report gave depths to SHWT of
72" (6') at boring #1 and 66" (5.5') at boring #2. The approximate ground elevations at
the boring 1 ocations a re 28' and 27' respectively, giving a SHWT elevation of 22' to
21.5'. The bottom of the infiltration trench is about 3 3" b elow t he p avement g rade o f
26.9, giving it an elevation of about 24.1. This provides 2' of separation, maybe slightly
less if the contractor is not precise in the installation. If you need to guarantee two foot
separation, or will permit it as a part of the treatment system and require installation as
shown, then respond immediately and we will revise the plans to show pipe instead.
2. The vegetated filter is labeled as a grassed swale on Sheet C-1 and the detail is shown on
C-4 with the same label. We will revise the plans if necessary to correct the labels.
3. We can provide an off-line bypass if required. I thought that you may have softened on
the off-line requirement based on the permit issued for Renaissance. The water quality
would be substantially enhanced and the quantity substantially reduced at the point of
discharge with an in -line bypass, but we will yield to your judgement on this issue.
We look forward to your response on these items and will revise our submittal upon receipt.
CC: Greg Hyson, Telesis
Mike Gaffney, FMK Architects
Phil Bevilacqua, City of Wilmington
902 MARKET STREET WILMINGTON,"NORTH CAROLINA 28401-4733
9101343-9653 FAX 910I343-9604

* * * COMMUNICATION RESULT REPORT ( JAN.27.2003
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9-3439604----_-__
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4:02PM )
TTI NCDENR WIRO
RESULT --PAGE-
OK-----------P.-1-1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
�Q .6Q Michael F. Easley, Governor
6 William G. Ross, Jr. Secretary
Cry North Carolina Department of Environment and Natural Resources
'--i Alan W. Klimek, P.E., Director
D 'C Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: January 27, 20L No. of Pages: 1
To: Larry Sneedenl, P.E. From: Linda Lewis
Company: Andrew and Kuske Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
D'WQ Stormwater Project Number; SW$ 021117
Project Name: ove Meadows
MESSAGE:
Lary:
Please make arrangemients (through me) to meet with Vincent Lewis to investigate the soil
conditions at the site, a if you have not already dare so. Email or fax works best for me these days.
Thanks.

As
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: January 27, 2003
To: Larry Sneeden, P.E.
Company: Andrew and Kuske
FAX #: [phone]
DWQ Stormwater Project Number: SW8 021117
Project Name: Dove Meadows
MESSAGE:
Larry:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1 4�j
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
Please make arrangements (through me) to meet with Vincent Lewis to investigate the soil
conditions at the site, if you have not already done so. Email or fax works best for me these days.
Thanks.
S:1WQSlSTORMWATIADDINF0120031021117.JAN03
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9634 Fax
www,andrewor)dkuske.com
November 13, 2002
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re- State Stormwater Permit Submittal
Dove Meadows Elderly Housing
Wilmington, NC
A & K Project No. 02076
Dear Ms. Lewis:
John R. Andrew, P.E. J. Phillip Norris, RE,
John S. Tunstall, P.E. Neal W. Andrew, P.E.
John A. Kuske, III, P.E. J.A. Kuske, P.E. of Counsel
James T. Role, P.E. C. Lawrence SSneeden, Jr., P.E. j
N 0 V 2 0 ZOOZ
VIV
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-103 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
J'//
C. Lawrence Sneeden, Jr., P.E.
CLS/asn
02076 11-13-02-s-sw-Itr
Enclosures
cc: Greg Hyson / New Dawson
Mike Gaffney / FMK Architects
r/

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INSTRUMONS
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1. Applicnt's nano (name
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A&K #U2076
State of North Carolina
ofEnviropment and Natural Resources
Division of Water Quality
CLASSNUCATION ATTAC$MENT
le to th;s form will roult ki the application being returned.
form may be phorocopted for use as an origfnofj
o watctsh*s) lnsAkh tlwe subject project will be ]ocatct3 you arc revirrA to svbroit this
nplew4 to ft aorapdte MvWon or water Quality Rcg: nd Offim Water Quality
y submittal of*c application for review. At a minimam, you must indude an 8S" by 11"
: USGS Topogmp%c Map that shows tloe =f= walcrs im mcdiately downslapc of ft
aeon of &a projcA And the closest dowrolopo surface waters (warms for which you an
submitted map copy. If tbe; facMty is located in ft N'euse River Basin, also iucludo a
prco cct locatium The corresponding soo-discharge application may not be submitted
e approp'riste regonal office and included with the submittal.
the mmucipahty, corpora dam. individual, etc-):
2. Name and =Vlets a cos of applicaat; —
1101 3e Street NW, Floor
City: Washing�,o — Slate: DC Zip: 20M7
Phone number; � ,(202) 333-a07 , r Facile number: _ [phone]
3. Project name (nnmo qFthe subdivisioti, fadirty or emmzblislt wx4 etc):
ri1V ���'.�rt ti1 U ARr
Dove Meadows Elde Houslna .
4. CoUnty where project i
5. Name(s) of ciosesa oftrl
its
waters
b. River badn(s) in which �he project is located:
7. Topogcaghic map t•
8. Nor& Carolina Pro
i
and data:
1993
10972
En&eer's Seal, signaftt`0, and daw.
fd/?D Ox
TO: REGIONAL OFF WATER QUAUTV SUMRVISOR
Please provide me wfth the c ' ems) of the Whim *ters, watm-shcd(s), ate apprWUw river%tt(s) where these
actMtias ocaar. as id=dfizd the attached map Ecipuent
Nama(a) of surface waters river basin(s);
classification(s) (as es£ebli
Prespo�ed classi�catiasi(s),
River basin burr ttile� if
i
SiVmn= of regional c
led by the Eb4C):
applicable:
persowlel'.5�Date:
FORM: WSCA 10199 1 ptl C 1 om