SW8971111_HISTORICAL FILE_19980311

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �_11111
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1°1°18 031►
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
March 11, 1998
Mr. Marc Biddison, Partner
Biddison Real Estate Holdings, LLC
138 Bradley Pines Drive
Wilmington, NC 28403
4 r`.�'
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENvIRONMENTAND NATURAL RESOURCES
Subject: Permit No. SW8 971111
Source One
High Density Commercial Stormwater Project
Brunswick County
Dear Mr. Biddison:
The Wilmington Regional Office received the Stormwater Management Permit Application for Source One on November
7, 1997, with final information on February 9, 1998. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 971111 dated March 11, 1998, for the construction of Source One.
This permit shall be effective from the date of issuance until March 11, 2008, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system 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 upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\971I11.MAR
cc: Phil Tripp, P.E.
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SWS 971111
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Biddison Real Estate Holdings, LLC
Source One
Brunswick County
FOR THE
construction, operation and maintenance of a detention pond 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 11, 2008 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. 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 140,850 square
feet of impervious area, which includes 55,000 square feet of future building and parking..
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
2

State Stormwater Management Systems
Permit No SW8 971111
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runo
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ftz:
Future, ftz
Offsite Area entering Pond, ftz:
Required Surface Area, ftz:
Provided Surface Area, ftz:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Source One
971111
Brunswick County
Mr. Marc Biddison, Partner
Biddison Real Estate Holdings, LLC
138 Bradley Pines Drive
Wilmington, NC 28403
November 7, 1997
ff: Mill Creek
"C Sw"
n/a
7.5
38.5
140,850
55,000 (25,000 for building, 27,000 for parking)
n/a
4,327
7,960
11,653
20,075
40.5
1.5" pipe
7

State Stormwater Management Systems
Permit No SW8 971111
Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved plans
to ensure that future owners are made aware of the built -upon area limitations. The following statement must be
recorded:
"To ensure continued compliance with the NC Division of Water Quality Stormwater Management Permit
Regulations, 15A NCAC 2H.1000, future areas as shown on the approved plans are limited to 55,000
square feet of built -upon area, inclusive of that portion of the right-of-way between the front lot line and
the edge of the pavement, structures, pavement, walkways of brick, stone, slate, but not including wood
decking or the water surface of swimming pools."
"All built -upon area from the outparcel or future area must be directed into the permitted stormwater
control system."
"Additional built -upon area will require a permit modification."
"The connection into the stormwater control shall be made such that short-circuiting of the system does not
occur."
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
H. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
C. All connections into the stormwater system from future areas/outparcels shall be made such that short-
circuiting of the system does not occur.
0

State Stormwater Management Systems
Permit No SW8 971111
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 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
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.
4. The facilities must 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.
5. 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.
6. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording,
and prior to the sale of any portion of the property. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp of the Register of Deeds.
7. 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.
8. Prior to the sale of any portion of the property, 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 of any portion
of the property.
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 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.
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.
W

State Stormwater Management Systems
Permit No SW8 971111
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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stotmwater management facility.
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.
Permit issued this the 11th day of March, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 971111
0

State Stormwater Management Systems
Permit No SW8 971111
Source One
Stormwater Permit No. SW8 971111
Brunswick County
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,
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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

DIVISION OF WATER QUALITY TE 97113
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
(Please print cleariv or Npe)
1. Project Name Source One
2. Location, directions to project (include County, Address, State Road) Attach map. Bnmswick County
Hwy 17 North to Hwy 74/76 West to Mercantile Drive (SR 1722) to project entrance
3. Owner's Name Biddison Real Estate Holdings, L.L.C. Phone [phone]
4. Owner's Mailing Address 138 Bradley Pines Drive
5. City Wilmington State A NC Zip 28403
6. Nearest Receiving Stream Unnamed tributary of the Cape Fear River_ Class C-SW
7. Project Description Commercial building with paved parking and access
H. PERMIT INFORMATION
1. Permit No. (To be filled in by DWQ)S)n n 9I)) 1 i
2. Application Date 10/28/97 Fee enclosed $ 385.00
3. Permit Type:
X New
Renewal
Modification (existing Permit No.)
4. Project Type:
_Low Density
X Detention_InfiltrationRedevelop_General
5. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
6. CAMA Major Sedimentation/Erosion Control X 404 Permit
Alter Offsite
III. BUILT UPON AREA (Please see NCAC2H.1005thru.1007forapplicable densitvlimits)
Drainage Drainage Breakdown of Impervious Area
Basin Basin (Please indicate below the design impervious area)
Classification C-SW Buildings 60,000 sf
Existing Built -upon Area 0.0 sf Streets 76,850 sf
Proposed Built -upon Area 140,850 sf Parkin SW 4, 000 sf
Total Project Area 261,360 sf Other
% Built -upon Area 53.9% Totals 140,850 sf
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)

V. DEED RESTRICTIONS AND PRTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded for
the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I, MA'f.C. blpofSOr1.1 certify that the information included on this permit
(Please print clearly or type)
application form is correct, that the project will be constructed in conformance with the approved plans, that the
deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge, the
proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below n.06d person or firm to submit stormwater plans on my behalf.
VIL AGENT AUTHORIZATION
Person or firm name Tripp Engineering, P.C.
Maihng Address 507 Chestnut Street
City Wilmington State NC Zip 28401 Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO/Central Files
Nov 0 7 1997

TE 97113
POND MAINTENANCE REQUIREMENTS
Project Name: Source One Project No. ,560 B q% (( I l
Responsible Party: Biddison Real Estate Holdings, L.L.CPhone No. 910-799-0001
Address: Wilmington, NC 28403
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pimp operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly:
A. Inspect the collection system (i.e. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The pond depth will be checked at various points. If depth is reduced 75% of original
design depth or 3 feet whichever is greater, sediment will be removed to at least the
original design depth. 0z5i3r) de& - 775' 057v = 5.(n')
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year as
necessary.
STORMWATER RECEI
NOV 0 7 1997
BY:_g� 11 11 e

POND MAINTENANCE REQUIREMENTS
PAGE 2
IV. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when
they cover more than the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be checked for clogging. The source of the
clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan.
V. Special Requirement:
I, Marc Biddison hereby acknowledge that I am the financially
responsible party for maintenance of this detention pond. 1 will perform the maintenance as outlined
above, as part of the Certificati n of Compliance with Stormwater Regulations received for this project.
✓Signature: ` Date: ZS cNarp7
1, Monica L.yalsi a Notary Public for the State of North Carolina
County of New Hanover do hereby certify that Marc Biddison
personally appeared before me this 28th day of October 19 97 and acknowledge the
due execution of the foregoing instrument. Witness my hand and official seal,
OT A,9
S Cl
My commission expires 08/07/01 's p� a L%Gr j i`
�1'ER C�J `���
DA/arl: S:\WQS\STORMWAT\FORMS\O&M-POND.FOR �1rrt111111;1 %\`

TRIPP ENGINEERING, P.C.
507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone]
February 5, 1998
NCDEHNR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Source One
Brunswick County, NC
SW8 97111
TE 97113
Dear Linda:
We enclose two (2) sets of plans. In regards to your December 11, 1997
correspondence, we offer the following:
1. The dimensions for the parking areas and asphalt areas, with radii, have been
added to the plan.
2. The loop -looking thing has been revised. It is a stone drive and has been
accounted for.
3. Revised calculations are included.
4. Forebay calculations are included.
5. We have updated our original O & M for use on future submittals.
Please review for approval and contact us with questions or comments. Than
you.
Sincerely,
Trip Engineering, P.C.
111-1
Phillip G. Tripp, P.E.
Enc.
=

S
214198
97113
PGT SOURCE ONE
Detention Pond
Size Outlet Pipe for 2dav drawdown
for 1st 1' of stormwater,
0 = PROD Vol. / 172,800 sec. (2days)
0.110 cis
Area of pipe = 0/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 R./s2
h = (F.P. elev.- N.P. elev.) /2
= 1 R.
A = 0.0229 sq. ft.
DIA. Of pipe = SORT[(A x 4) / pi]
= 0.1707 R.
2.05 in.
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter (L) = 16 R.
Q - CIA
C = (% imp.)(95) + (1-% imp.)(.25)
0.62
1 = 6.3 in. for a 10 yr. Storm
A = 6.00 Acres
23.44 cis
Q= CwxLxH"
H = (01 (Cw x L)]2fd
Cw = 3
0.62 R.
Peak elevation = Rood pool elevation + H
41.12 ft.
Forehav:
Required Volume
Vol. = 20% of Required state storage volume
2.850 cu. ft.
Provided Volume
Size Outlet Pipe for 5dav drewdown
for 1 st 1' of stormwater,
0 = PROD Vol. / 432,000 sec. (5daye)
0.044 cis
A= 0/[Cdx SQRT(2xgxh)]
Cd - 0.6
g = 32.2 R./s2
h = (F.P. elev. - N.P. elev.) / 2
1 ft.
A = 0.0092 s . ft.
DIA. = SORT[(A x 4) / piJ
= 0.10S0 ft.
.30 in.
Normal Pool $A =
1,020 sq. R.
Flood Pool SA =
2,145 s . R.
Vol. _
((N.P. SA + F.P. SA) 121 x (F.P. el. - N.P. el)
=
3.165 cu. ft.
depth =
3 ft.
.S41
t)37q
■ e r
nECEIVE
Llnu( FEB 0 9 1998 D
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D �,
PROJ#11/1
IN

2M-a81 97113
PGT SOURCE ONE
Detention Pond
Total Drainage Area
sq. ft. acres
261,360 6.00
Impervious Area
Land Use
scl. ft.
acres
Building
60,000
1.38
Asphalt Roadway 8 Parking
76,850
1.76
Concrete
4,000
Total
140,850
3.14
Stormwater Calculations:
Qt
Hydraulic Length (L) = 850 ft.
change in Height (H) = 5 ft.
Tc = (C /H) `* / 128
10.17 min.
QPRE _ (CPRE) x (I2) x (Area)
7.59 cfs
QPosr = (CPosr) x (I2) x (Area)
18.82 cfs
CN = (89 % imp.) + (65)(1-% imp.)
77
P = 3.30 in. for 2 yr, 6 hr stone
S - 1000/CN - 10
2.99
Depth (0)= (P-(0.2)(S)12 / [P+(0.8)(S)]
1.28 in.
TP = [(43.5)(0)(Area)) / QZpOST
Pond Size:
Elevation
n.
Surface Area
:.ft.
Normal Pool
38.50
7.960
Flood Pool
40.50
11.090
Top of Bank
44.00
17,950
Bottom of Pool
-7-99
625
Vol.,= [(Normal pool SA+ Flood SA) / 2]
x (F.P. elev. - N.P. elev.)
= 19,050 cu. R.
CU.
?SU `>�
UiD 1 7-
% impervious - 0.539
= 53.9%
CPRE o
0.25
CPosr= (%imp.)(.95)+(1-%imp.)(.25)
=
0.62
It=
5.06 in/hr
Iro o
6.30 in/hr
Oro
OPRe(CPRO x Om) x (Area)
9.45 cfs
Qnsr = (CPosr) x (Irp) x (Area)
- 23.44 cts
CN = (89)(% imp.) + (65)(1-% imp.)
77
P = 4.80 in. for 10 yr, 6 hr storm
S - 1000/CN - 10
2.99
Depth (D)- [P-(0.2)(S))' / [P+(0.8)(S))
= 2.46 in.
TP [(43.5)(0)(Area)] / Oro,Posr
Required Surface Area at normal pool:
Pond side slopes: 3 :1
Depth below N.P.: 7.5 ft.
for calculated Densay and given depth,
SA/DA- 0.0190
chart for 90% TSS Removal for Wet
SA - (SAIDA) x (Total Drainage Area)
4,966 s . R.
State Stomoe Required For first 1" of runoff
Vol. _ [(1/12) x (DA) x (% impJ) +
[(1/12) x (DA) x (1-%impJ x C)
C - 0.25
14,248 cu. ft.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
December 11, 1997
Mr. Phil Tripp, P.E.
Tripp Engineering
507 Chestnut Street
Wilmington, NC 28401
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 971111
Source One
Brunswick County
Dear Mr. Tripp:
The Wilmington Regional Office received a Stormwater Management Permit Application for Source
One on November 7, 1997. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
1. Add the dimensions for the parking areas and asphalt areas, with radii.
2. What is the loop -looking thing on the left hand side of the plans? If impervious, has it been
accounted for?
3. Please recheck the surface areas provided, and include both the forebay area and volume in
the required surface area and volume calculations.
4. Provide forebay sizing calculations indicating that a volume equivalent to a minimum of 20%
of the volume of the first inch has been contained within the forebay.
5. Please include the design depth in the O & M Plan. I have taken the liberty of adding it this
time. Enclosed is a copy of the format for your use in updating your form for future
submittals..
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Tripp
December 11, 1997
Stormwater Project No. SW8 971111
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 January 11, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
��Sincerely, ��%%�� `�
f/1 6e't / e'�
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\97111LDEC
cc: Linda Lewis
Central Files.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

TRIPP ENGINEERING, P.C.
0 507 Chestnut Street
Wilmington, North Carolina 28401 1
Phone: [phone] • Fax: [phone] Iv
RECEIVED NOV 0 7 1997
October 31, 1997
NCDEHNR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Source One
Brunswick County
TE No. 97113
Dear Linda:
Enclosed please find two (2) sets of plans, two (2)
sets of sealed calculations, one (1) pond maintenance
agreement, one (1) signed application form, and one (1)
check to cover the application fee.
Please review for approval and contact us with any
questions or comments. Thank you.
Sincerely,
Tripp Engineering. P.C.
04. 14X74t�q-'*
Phillip G. Tripp
PGT/jss
Enc.

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