SW8950704_Historical File_19950816

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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
August 16, 1995
Mr. Richard A. Giannotti
UDRT of North Carolina, L.L.C.
10 South Sixth Street, Suite 203
Richmond, Virginia 23219-3802
Subject: CERTIFICATION OF COMPLIANCE
with Stormwater Regulations
Stormwater Project No. SW8 950704
Clear Run Apartments Phase 3
New Hanover County
Dear Mr. Giannotti:
This Certification is pursuant to the application for Clear Run Apartments Phase 3 received on July
13, 1995, with additional information received on August 4, 1995. Staff review of the project plans and
specifications has determined that the stormwater control system as proposed for Clear Run Apartments
Phase 3 will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i). The
runoff from 89,700 square feet of impervious area will be treated in a detention pond sized to achieve 90%
reduction in Total Suspended Solids.
Any modification of the plans submitted to and approved by this Office or further development of
this site regardless of the fact that the modification may be less than 1 acre, will require an additional
Stormwater Submittal/Modification and approval prior to initiation of construction. Modifications include
but are not limited to; project name changes, transfer of ownership, change of owner address, redesign
of built-upon surfaces, addition of built-upon surfaces, redesign or further subdivision of the project area.
This Certification shall be effective from the date of issuance until rescinded. The project shall be
constructed and maintained in accordance with the plans and specifications approved by the Wilmington
Regional Office. This Certification does not supersede any other permit or approval. The developer is
responsible for obtaining any and all permits and approvals necessary for the development of this project.
This could include the Division of Coastal Management under CAMA requirements, the Division of
Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge and Fill
Permit and/or a Sewer Extension/Collection Permit, I.T.S. Army Corps of Engineers 404 Wetland Permit,
NPDES Stormwater Permit if disturbing five acres or more, local County or Town Agency permits under
their local ordinances, or others that may be required.
.21, Cardinal Drive Extension,'Wilmington, N.C.2=5-3845 a To.ephone 910-395-3900=Phx 910-350-2004
An Equal Opportunity Affirmative Action Employer

Mr. Giannotti
August 16, 1995
Stormwater Project No. SWS 950704
----------------------------------------------
A professional engineer must certify that the stormwater system has been installed in accordance
with the approved plans and specifications upon completion of construction. The attached certification
must be received in this Office within 30 days of completion of construction.
The detention pond must be constructed in it's entirety, operational for it's intended use, and
permanently vegetated prior to the construction of any impervious surfaces proposed as a part of the
project, except roads. Failure to construct the stormwater controls as approved is considered a violation
of this Certification.
If you have any questions concerning this matter, please call Ms. Linda Lewis or me at (910) 395-
3900.
Sincerely,
Dave Adkins
Water Quality Supervisor
DAlarl: S:IWQSISTORMWATICERTIFIC1950704.AUG
cc: Larry Sneeden, P.E.
Alan Golden, New Hanover County Inspections
Bradley Bennett
Beth Easley, New Hanover County
Linda Lewis
Wilmington Regional Office
Central Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name: Clear Run Apartments Phase 3
Project Number: SW8 950704
Location: New Hanover County
Applicant: Mr. Richard A. Giannotti
Mailing Address: TJDRT of North Carolina, L.L.C.
10 South Sixth Street, Suite 203
Richmond, Virginia 23219-3802
Submittal Date: July 13, 1995
Water Body Receiving Stormwater Runoff: Clear Run Branch
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: N/A
Pond Depth: 5.0 feet
Permanent Pool Elevation: 32 MSL
Total Impervious Surfaces Allowed: 89,700 square feet
Offsite Area entering Pond: N/A
Green Area entering Pond: 89,700 square feet
Required Surface Area: 6,279 square feet
Provided Surface Area: 7,100 square feet
Required Storage Volume: 8,007 cubic feet
Provided Storage Volume: 8,536 cubic feet
Temporary Storage Elevation: 33.1 MSL
Controlling Orifice: 1.5" pipe

WET DETENTION POND EVALUATION
1. Yes No The design storage is for the runoff from all impervious surfaces resulting from
1-inch of rainfall and is located above the permanent pool.
2. Yes No The permanent pool is designed for 90% total suspended solid (TSS) removal.
Therefore, no vegetative filter is required.
3. Yes No The runoff completely draws down to the permanent pool in 5 days, but not less
than 2 days.
4. Yes No The mean depth of the permanent pool is a minimum of 3 feet.
5. Yes No The inlet structure is designed to minimise turbulence and short circuiting.
6. Yes No An appropriate operation and maintenance plan has been provided for the
system.
7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQUMEmiENTS
OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all
be highlighted Yes.)
Brief Explanation: This detention pond is designed to remove 90% total suspended solids without the
aide of a vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN-OFF
Wilmington Regional Office
1 Ca AUG q5tn-
Date Individual Evaluating Form/Plans
4U6 ux 19 3 j-
Date _ Regional Water Quality Supervisor
cc: Applicant/Bradley Bennett/arl/WiRO;CF

Clear Run Apartments Phase 3
New Hanover County
Stormwater Project No. SW8 950704
Engineer's Certification
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe(periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner)hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the project construction such that the construction
was observed to be built within substantial compliance and intent of the approved plans and specifications.
Signature
Registration Number
Date

A&K #94200
DIVISION OF ENVIRONMENTAL MANAGEMENT
DENSITY ENGINEERED X
PROJECT DATA
Project Name Clear Run Apartments, Phase 3
Location (County, Township/Municipality, Address, State Road) 326-330 Racine Drive
Wilmington
Owner's Name UDRT of North Carolina, L.L.C.
Mailing Address _ 10 South Sixth Street, Suite 203
Richmond. VA 23219-3802
Phone Number 804/780-2691 Submittal Date June 1. 1995
Brief Description (include map and appropriate drawings) Construction of 60 apartment units in 3
buildings with parking and detention facilities.
Name of Water Body Receiving Stormwater Runoff Bradley Creek
Classification of Water Body SC If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg/1
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X
404 Permit X DEM/DHS Sewage Disposal X
Other (Specify)
CALCULATION OF BUILT UPON AREA
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Subwatershed Subwatershed
.SU
Classification SC
Built upon area *2.08 lbcKcAc. I �'
Total Project Area 4.12 Ac.
% Built upon Area*50.5 40%
Allowable B/U Area 1.24 Ac.
*REVISED 12/23/96
Is the Project B/U Area <_ the Allowable B/U Area? No (If no, an engineered system is required.)
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30% Office use onl
STORMWATER COLLECTION SYSTEM
Describe how the runoff will be treated Detention Pond U
1
D
JUL 1 3 1995
�o D$M �04

DIVISION OF ENVIRONMENTAL MANAGEMENT
DENSITY ENGINEERED X
PROJECT DATA
Project Name Clear Run Apartments, Phase 3
Location (County, Township/Municipality, Address, State Road) 326-330 Racine Drive
Wilmington
Owner's Name UDRT of North Carolina, L.L.C.
Mailing Address 10 South Sixth Street, Suite 203
Richmond, VA 23219-3802
Phone Number 804n80-2691 Submittal Date June 1. 1995
Brief Description (include map and appropriate drawings) Construction of 60 apartment units in 3
buildings with parking and detention facilities.
Name of Water Body Receiving Stormwater Runoff Bradley Creek
Classification of Water Body SC If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg/1
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X
404 Permit X DEM/DHS Sewage Disposal X
Other (Specify)
CALCULATION OF BUILT UPON AREA
Built upon area.means that portion of a development that is covered by impervious or.partially pervious cover
including buildings, pavement,.recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Subwatershed Subwatershed
Classification SC
Built upon area 2.06 Ac.
Total Project Area 4.12 Ac.
% Built upon Area 50%
Allowable B/U Area 1.24 Ac.
Is the Project B/U Area :5 the Allowable B/U Area? No (If no, an engineered system is required.)
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters --- 25%, Other --30% Office use onl
N at
STORMWA ER COLLECTION SYSTEM SI A FR I
i
Describe how the runoff will be treated Detention Pond E'C E1 1 v t n
JUL 13 1"5
DE
PROI =

BUFFER AREA
Is the built upon area at least 30 feet from mean high water of all surface waters? Yes If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
By my signature below, I certify that the approved site plan for this project shall limit the allowable built-
upon area to 89700 square feet inclusive of right-of-way, structures, pavement, walkways or patios of
brick, stone, or slate, not including wood decking, state that the plan will be binding on all parties and
persons claiming under them, and that benefits may be enforced by the State of North Carolina, therefore,
the plan cannot be changed without consent of the State.
CERTIFICATION
I, Richard A. Giannotti , certify that the information included on this submittal form is correct, that the
project will be constructed in conformance with this information, and that to the best of my knowledge,
the proposed project complies with the requirements of 15 NCAC 2H.1003 (b). I authorize the below
named person or firm to submit stormwater plans on my behalf, and agree to abide by the deed restriction
statement above.
O ner' Si tur ate
Provide authorized person or firm name and address below-
C. Lawrence Sneeden, Jr. PE 910-343-9653 W
Andrew & Kuske Consulting Engineeers, Inc. 910-343-9604 F
202 North Fifth Avenue
Wilmington, N.C. 28401
I, J.Q r;a- 1•M- e,o 1e ry a h —,a Notary Public for the State of 1 o r*k Curb(%r%&'
County of!e1 k6m-d-K y' , do hereby certify that fl ; personally
appeared before me this AvA�_ day of ®acknowledges the due execution
of the foregoing instrument. Witness my hand and official se
My commission expires -�.(o-g7
10
DIVISION OF ENVIRONMENTAL M SIGN-OFF
Regional Office
IS AQ6
Date Individual Evaluating Forms/Plans
Date Regional Water Quality Supervisor
cc: Applicant/WiRO/Bradley Bennett/Central Files

��..,..,� John R. Andrew, P.E.
Andrew & Kuske .,� :��. :� J. A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
AUG 0 4 1995
..........................0
August 1, 1995
Ms. Linda Lewis
> '
Wilmington Regional Office
Division of Environmental Management
127 Cardinal Drive Extension OD
Wilmington, N.C. 28405-3845 AUG 0 4 1995
RE: Clear Run Apartments D E M
Stormwater Project #SW8 950704 PROD ms 95 ' 7__
A & K #94200
Dear Linda:
Attached for your further review are the revised Density Limit Submittal Form and two
copies each of the plans and calculations for the project. The revisions and the comments below
are in response to your letter of July 31, 1995.
The word "s-----" has henceforth been stricken from the English language, at least as
spoken by North Carolina engineers.
The calculations were revised to provide for the discharge of the full 8600 cf of storage.
The calculations and orifice size have been revised to provide for the average head.
The outlet structure detail now indicates 3:1 sideslopes.
I do not have a dimensioned building plan. The buildings shown on the plan were
derived from progress drawings provided by the owner. The outside dimensions are approximate
to within a couple of inches, but are not intended to be exact.
In order to account for the expected variation in building size, as well as expected minor
deviations which are normal and customary to the construction process, we have provided excess
capacity in the stormwater management system. This excess capacity consists of a 3% increase
in impervious area, a 12% increase in pond storage area, and an 8% increase in pond storage
volume over the regulatory requirements. I did not intend to infer a level of accuracy greater
than two significant digits, which can be adequately verified by either scaling or planimetering
any of the information shown on these plans.
202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone; 910/343-9653 Facsimile; 910/343-9604

Please contact our office if you have any further questions or comments. Also note that
your next to last paragraph in the comment letter must be revised to state that "The requested
information must be received...".
Sincerely,
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
- ,4u
C. Lawrence Sneeden, Jr. P.E.
cc: Lisa Seitz, UDRT w/encl.

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Ta StATE o.
'tate of North Carolina
Department of Environment, Health, and Natural resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
July 31, 1995
Mr. Larry Sneeden, P.E.
Andrew and Kuske
202 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 950704
Clear Run Apartments
New Hanover County
Dear Mr. Sneeden:
The Wilmington Regional Office received a Stormwater Submittal for Clear Run Apartments on
July 13, 1995. A preliminary review of that information has determined that the submittal for the subject
project is not complete. The following information is needed to continue the stormwater review:
Per the Attorney General's.Office, the wording of the O & M needs to be changed. The
word "should" must be changed to "must". This is for enforcement purposes. The original
is enclosed for your convenience in making this change.
v12. Why have you used 8500 cf to determine orifice size, when 8600 cf is being stored?
v13. The drawdown orifice size is too small. Your calculations show a height, H, of 1', but
normally, an average head is used. Please revise.
✓4. Please provide a pond cross-section detail, or add 3:1 side slopes to the existing outlet
structure detail.
n
���vU� 5. Please provide a typical building detail, with dimensions.
V
127 Cardinal Drive Extension, Wilmington, N.C.28405-3845 0 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Sneeden
July 31, 1995
Stormwater Project No. SW8 950704
----------------------------------------------
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to August 31, 1995, or the submittal will
be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\950704.JUL
cc: Linda Lewis
Central Files

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John R. Andrew, P.E.
Andrew & Kuske J. A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
July 10, 1995
NC Department of Environment, Health
and Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Clear Run Apartments, Phase 3
Wilmington, NC
A&K Project No. 94200
Dear Ms. Lewis:
Enclosed are two sets of plans for the subject project, calculations, a stormwater
maintenance agreement and the Division of Environmental Management stormwater
application.
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.
C ' LWIQA"e., 41.t.A
C. Lawrence Sneeden, Jr., P.E.
CLS/sbs
enclosures
942MI Ted
pc : Lisa Seitz/UDRT
Q
JUL 13 1995
DEM
PROJ #'5608 950
202 North Fifth Avenue Wilmington, North Carolina 28401 Telephone: [phone] Facsimile: 910/343-9604

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U. S. ULFARiMEN tic AGRiCUL1URE
SOIL CONSERVATION SERVICE NEW HANOVER COUNTY,
SOIL LEGEND WORKS F
Highways and roads
The first letter,alwrys a capita,is the Initial letter of the soil name. The second loner is a capital it
the mapping unit Is broadly defined 1/:otherwise,it is a small letter. Divided
Good motor
SYMBOL NAME
Be Bayboro loom Poor motor ........
A Be Baymeade Tina sand,1 to 6 percent slopes
Eh Baymade•Urban land complex,1 to 6 percent slopes
Trail ...............
Bp Borrow pits
C.Cr Dawn firm sandy loam,t to 4 percent slopes Highway markers
DO Dorown soils
National Interstate
p JO Johnston soils
AKe Kenansville fine sand,0 to 3 percent slopes U.S. ...............
A Kr Kurab sand,1 to 8 percent slopes
Ku Kureb•Urban land complex,1 to 8 percent slopes State or county
Ls Lakeland sand,1 to 8 percent slopes
13 D Le Leon sand Railroads
Lo Leon-Urban land complex
G is Lynchburg fine sandy loam
Ly Lynn Haven fine sand Single track ......
Mp Mine Pits Multiple track
Mu Murville fine sand
A Nh Newhan fine sand Abandoned .......
13 No Norfolk fine sandy loam,0 to 4 percent slopes
13 on Onslow loamy fine sand Bridges and crossings
D Pm Pamlico muck
Road ..............
�/v Pn Pantego loam
g/D Ra Rains fine sandy loam Trail ..............
A Rm Rimini sand,1 to 6 percent slopes
/q D Se Seagate line sand
Railroad ..........
Sh Seagate-Urban land complex
G St Stallings fine sand Ferry
TM Tidal Marsh
C To Torhunta loamy fine sand Ford ..............
Ur Urban land
Grade ............
A we Wakulla sand,1 to 8 percent slopes
T3/P we Woodington line sandy loam
C,Wr Wrightsboro fine sandy loam,0 to 2 percent slopes R.R.over ........
R.R.under .....
1/ The composition of these units is more variable than that of others in the survey area,but has
been controlled well enough to be interpreted for the expected use of the soils. Buildings ...........
School ...........
Church
Mine and quarry ...
Gravel pit
Power line ........•.
Pipeline .............
Cemetery
Dams ...............
Levee ...............
Tanks ...............
Well,oil or gas .....
a
Forest fire or lookout
Windmill ............
Located object ...

a
Table 8.03b
Runoff Curve Numbers(CN)
Hydrologic Soil Group
I A B C D I
Land Use/Cover
Cultivated land
without conservation 72 81 88 91
with conservation 62 71 78 81
Pasture land
ppoor condition 68 79 86 89
faircondition 49 69 79 84
good condition 39 61 74 80
Meadow
good condition 30 58 71 78
Wood or forest land
Thin stand-poor cover, no mulch 45 66 77 63
Good stand-good cover 25 55 70 77
Open spaces, lawns, parks,golf courses,cemeteries,etc.
good condition:
grass cover on 75%
or more of the area 39 61 74 80
fair condition:
grass cover on 50
to 75%of the area 49 69 79 84
Commercial and business
areas(85%impervious; 89 92 94 95
Industrial districts
(72%impervious) 81 88 91 93
Residential:' Development completed and vegetation established
Average lot size Average%Impervious
1/8 acre or less 65 77 85 90 92
1/4 acre 38 61 75 83 87
1/3 acre 30 57 72 81 86
1/2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
2 acre 15 47 66 77 81
Paved parking lots, roofs,
driveways,etc. 98 98 98 98
Streets and roads
paved with curbs and
storm sewers 98 98 98 98
gravel 76 85 89 91
dirt 72 82 87 89
Newly graded area 81 89 93 95
Residential:Development underway and no vegetation
Lot sizes of 1/4 acre 88 93 95 97
Lot sizes of 1/2 acre 85 91 94 96
Lot sizes of 1 acre 82 90 93 95
Lot sizes of 2 acres 81 89 92 94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source:USDA-SCS
8.03.10
Rex 12/93

/users/land/94jobs/94200 .S70 Wed May 3 10 : 10 :53 1995
BLDG A 11673 . 500 sq. ft . (0. 2679867 acres)
BLDG B 11673 . 500 sq. ft. (0 .2679867 acres)
BLDG C 11673 . 500 sq. ft . (0 .2679867 acres)
PARK LOT A 45043 . 828 sq. ft . (1 . 0340640 acres)
TRACT 179361. 975 sq. ft . (4 . 1175844 acres)
WALK A 1592 . 898 sq. ft. (0 . 0365679 acres)
WALK B 3231 .438 sq. ft . (0 . 0741836 acres)
WALK C 1752 . 000 sq. ft . (0 . 0402204 acres)
Total area of all parcels : 266002 . 639 sq. ft. (6 . 1065803 acres)
IMP• AREA S(o,G40-& sf 1,985 Ae-
s.3 P.

United Dominion
REALTY TRUST FEB 09 i995
..............
...aaea��a.aa
February 6, 1995
Ms. Linda Lewis 1 ISTORM- WATER
Environmental Engineer p CE U
Department of Environment Management D
Water Quality Section
127 Cardinal Drive Extension FEB I 199g
Wilmington, North Carolina 28405-3845 D C
Re: Request for Stormwater Submittal 'JROJ
704
Dear Ms. Lewis:
This letter is to follow on your letter dated February 3, 1995 regarding the new development of
Clear Run Apartments.
We are aware that a Stormwater Submittal for stormwater management is required for the subject
project. UDRT of North Carolina, L.L.C. has contracted Phil Norris of Andrew and Kuske
Consulting Engineers Inc. to design the engineered storm water plan. We are still in the initial
stages of design development, as such, it is unlikely that plans will be available for submittal by
the suggested date. The plans will be submitted for approval as soon as they are available.
If you have any questions please phone me at [phone] extension 333.
Sincerely,
UDRT OF NORTH CAROLINA, L.L.C.
UNITED DOMINION REALTY TRUST, INC., MEMBER
Lisa A. Seitz
Apartment Development Analyst
LAS
cc: Phil Norris, Andrew and Kuske
Richard A. Giannotti, AIA
Director of Construction and Development
10 SOUTH SIXTH STREET,SUITE 203 RICHMOND,VIRGINIA 23219-3802 804-780-2691 PAX:804-343-1912

g�'e �STATE a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
February 3, 1995
Mr. Richard Giannotti
UDRT of North Carolina, LLC
10 South Sixth Street, Suite 203
Richmond, Virginia 23219-3802
Subject: REQUEST FOR STORMWATER SUBMITTAL
Clear Run Apartments
Stormwater Project No.
New Hanover County
Dear Mr. Giannotti:
On February 3, 1995, the Wilmington Regional Office received notification that a 401 Permit to fill
wetlands had been applied for for the new development of Clear Run Apartments. As of this date, however, we
have not received a Stormwater Submittal regarding stormwater management for the subject project.
Please be aware that any site which requires either a Sedimentation and Erosion Control Plan permit and/or
a CAMA major permit will also require a Certification of Compliance with Stormwater Regulations by the Division
of Environmental Management. Additionally, detention ponds are not allowed to be sited in wetlands. Any
construction on the subject site, prior to receipt of the required Certification, will constitute a violation of 15A
NCAC 2H.1003 and will result in appropriate enforcement action by this Office.
A Stormwater Submittal or information regarding the status of this project and expected submittal date must
be received by this Office no later than March 3, 1995, or the subject project file will be closed and construction
may experience a subsequent delay. If you have any questions, please call me at (910)-395-3900.
Sincerely,
16�6e4 , Z'61�
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWATISTORMSUBICLEARRUN.FEB
cc: Bradley Bennett
(2) Linda Lewis
Alan Golden, New Hanover County
Central Files
127 Cardinal Drive Extension, Wilmington, N.C.28405-3845 •Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer