SW8951105_Historical File_19960229

State of North Carolina
Department of Environment, 4 � .
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor C) FE F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 29, 1996
Mr. W. Keith Elmore, President
Lyndale Enterprises, Inc.
3808 Oleander Drive
Wilmington, North Carolina 28403
Subject: Permit No. SW8 951105
Lot 31-Landmark Industrial Park
High Density Stormwater Project
New Hanover County
Dear Mr. Elmore:
The Wilmington Regional Office received the Stormwater Application for Lot 31-Landmark Industrial Park on November
3, 1995, with final information on February 8, 1996. 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 951105 dated February 29, 1996, to Lyndale Enterprises, Inc..
This permit shall be effective from the date of issuance until February 28, 2006, 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
ajudicatory 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 Nor. itb Carolina General Statutes, and Bled 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,
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:1WQSISTORMWATIPERMIT1951105.FEB
cc: Jim Honeycutt, P.E.
Beth Easley, New Hanover County Soil Erosion
Alan Golden, New Hanover County Inspections
David Mayes, P.E., City of Wilmington
Linda Lewis
Wilmington Regional Office, Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 951105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE STORMWATER MANAGEMENT PERNIIT
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
Lyndale Enterprises, Inc.
Lot 3I-Landmark Industrial Park
New Hanover Cow*
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
Environmental. Management and considered a part of this permit.
This permit shall be effective from the date of issuance until February 28, 2006 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.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 951105
DIVISION OF ENVIRONMENTAL MANAGEMENT
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:'
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Mite Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
PROJECT DATA
!zt 31-Landmark industrial Park
951105
New Hanover County
Mr. W. Keith Elmore, President
Lyndale Enterprises, Inc.
3808 Oleander Drive
Wilmington, North Carolina 28403
November 3, 1995
Barnard's Creek
"C Sw"
N/A
7 feet
35.5 MSL
49,912 square feet
N/A square feet
43,234 square feet
1,935 square feet
2,712 square feet
4,774 cubic feet
4,975 cubic feet
37.04 MSL
1" pipe

State Stormwater Management Systems
Permit No. SW8 951105
4. The tract will be limited to the amount of built -upon area indicated in the supporting calculations and
per approved plans.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of site.
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. Alteration of the approved stormwater conveyances including swales, ditches, and piping.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The facilities must be properly maintained and operated at all times to assure that the system functions
at optimum efficiency. The approved Operation and Maintenance Plan must be followed in it's entirety
and maintenance must occur at the scheduled intervals. Activities to include, but not be 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.
3. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4

State Stormwater Management Systems
Permit No. SW8 951105
4. 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 fiow 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. Mail the Certification to the
Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, North Carolina, 28405,
attention Water Quality Section.
6. 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.
M. GENERAL CONDITIONS
1. . 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
Environmental Management 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.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
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.
5. 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 29th day of February, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEUMM CONBUSSION
A. r reSTon Howard, jr., P. E. , Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number. SW8 951105
5

State Stormwater Management Systems
Permit No. SW8 951105
Lot 31-Landmark Industrial Park
Stormwater Project No. 951105
New Hanover 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,
(1roject)
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
T

NO V 0 R 1995
NOR= CMOU NA S'I'ORMWATER MANAG1ENW.W PERAW "PUCAMON
...........aaaaanaavaevs�..
I. GENBRAI. INFORMATION
1. Project
2. Location, directions to project include County, Address, State Road) Attach map./
3.Owner's NameG1�8�/efi/�,�T _L�YG� Phone
4. Owner's Mailing Address_&2 Q��.4/✓��/L �2
city
I
5. Application date /% - 9- Pee enclosed $ 3 SE, o 0
6. Nearest Receiving Stream 9Act NA REns t6 /, AG9 F& Mass- 1--:kzj
7.Projectdescription c-tinJSTRycT ®FF/cE.IwAKV-% U5 E AND PAR.KOA/G "7-
U. PERNUT WF'ORMATION
I. PeranitNo.rroae,#u`din cj(•l} [ S 1 /U S
2. Permit Type ✓ * New Renewal Modification (existing Permit No.)
3. Project Type: Low Densi ✓ D:e:=tio Infiltration Other: Redevelop General Pir Cert
4. Other State/Federal Permits/Approvals Required (cwk appropriate )
LAMA Major Sedimentation/Erosion Control L, 404 Permit
M. BUJI.T UPON AREA (newe see 1vra C 2& 1 o0S dux .lw7P,- applicable dmday lbwfa)
rai aae PLAWO Break -down cif Imp Mious Area
Basin Bain (Pkare bxllrate below Ae desip bWr W*ws area)
Classification C SW Buildings o . ✓S6Z A c[RE
Allowable Impervious Area
Total Project Area
O.44 &WE
2.15,lrcJkF-
Proposed Impervious Area 1. ! o S Acf
% Impervious Area S 1.4 o7e
IV, STORMWATER TREATMENT oscriu grow dte term' will be anwd)
WET Po!317
Stems _____.,_.
Parking/SW
•IM
Totals t . ! o S ,A- cR 6-

V. DEED RESTRICTIONS AND PROTECTIVE 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 CERTWICATION
certify that the information included on this permit
(Please prim or type none dmriy)
application form is correct, that the project will be constructed in conformance with the approved plants, 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 peon or firm to submit stormwater plans on my behalf.
Ow r/Authorized Agent Signature and Title Da
VII. AGENT AUTHORIZATION (mwnE coMmLrm)
Person or firm name H olJ 6Yc-vTr" EN G) t1EUR1 n/ G C.-v.
Mailing Address F. 0. R d x 15036
City W 1 d 1V% 1 nl6 TV tJ State _NC Zip A 8 401? Phone IN 0 - 3 So - O e. 31
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: ApplicantMRO//Central Files
iTODWATER
K
E C E I W
NOV 0 3 1995

rao
2f211
ATTACT A � A
LOW DENSITY AND SUBDIVISION PROJECTS
GENERAL SUBMUITAL REQUIREMENTS
1. A completed stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas,
and road cross -sections.
3. Calculations of the built -upon area, For subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects. please break down the calculation into buildings,
roads, parking, and other (include all impervious areas).
4. Low density projects with curb and gutter will require:
a. Drainage area delineation and swale locations shown on the plans.
b. Detail of the swale, showing minimum 5:1 side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. inlet and outlet elevations. Maximum longitudinal slope is 5%.
a. The type of vegetated cover specified on the plans,
U _ i 1 ! .` -
The following statements must be included for all low density projects, and for all subdivisions:
No more than square feet of any lot. Including dW portion of the right-of-way between the edge
of pavement and the front lot line, shall be covered by impervious structures, including asphalt, gravel,
concrete, brick, stone, slate or similar material, not including wood decidng or the water surface of .swimming
pools. This covenant is intended to ensure continued compliance with the stormwater permit issued by the State
of North Carolina. The covenant may not be changed or deleted wlahout the consent of the State.
No one may, fill in or pipe any roadside or lot -Brae swele, except as neeessm y to provide a minimum driveway
crossing.
For curb and gutter projects, no on may pipe, fill in, or alter any lot line swale used to meet North Carolina
Stormw+ater Management Permit requirements.
NOTE If lot sizes vary significantly, the ovrner/developer must provide an attachment listing each lot number, size,
and the allowable built -upon area for each lot. -

air. o a �ss�
Project Name:
POND MAINTENANCE REQUI1Uaff NTS
ELMORE WAREHOUSE
Responsible Party:
KEITH ELMORE
Address: 3808 Oleander Dr. Wilmington, NC 28403
.............so............
Project No. 5(,0 S R5 j 105
Phone No. [phone]
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the 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
meclaanis*n, pump operation will be checked. k .log of test runs of the pump willbe kmt
on site and made available to DBM 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.
IL Quarterly:
A. Inspect the collection system (ie. 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. Sem?-annually:.
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The pond depth will be checked at various points. Design depth is 91 ', measured from
the orifice height down to the pond bottom. If depth is reduced to 75 % of original design
depth or 3 feet, whichever is greater, sediment will be removed to at least the original
design depth.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year
as necessary.
DEC 0 4 1995
PRO] � ® q 5U0

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 1/2 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 orifice will be replaced with a larger or smaller orifice.
Slow drawdown may be attributed tc a clogged sys*w.u. he sill c" c` ;Ue clogging : ,;»
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. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
V. Special Requirements:
I, • I -fa r I � , hereby acknowledge that I am the financially
(please print or type mmne clearly)
responsible party for maintenance of this detention pond. I will perform the maintenance as outlined
above, as part of the Stormwater Management Permit received for this project.
Date.
DA/arl: S:\WQS\STORMWAT\FORMS\O&M-POND.FOR

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 DATER QUALITY SECTION Secretary
January 22, 1996
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering
Post Office Box 902
Wrightsville Beach, North Carolina 28480
Subject: ADDITIONAL INMRMATION
Stormwater Project No. SW8 951105
Lyndale Enterprises (Elmore Warehouse)
New Hanover County
Dear Mr. Honeycutt:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Lyndale Enterprises (Elmore Warehouse) on December 27, 1995. 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. The forebay weir elevation, as stated in my previous letter, should be above the permanent
pool, but below the storage pool elevation, ie., between 35.7 and 37.0. You show it below
the permanent pool, therefore the area will not function as a forebay.
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 February 22, 1996, 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,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\951105.JAN
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

AITACIMNT A
LOW DENSITY AND SUBDIVISION PROJECTS
GENERAL SVBMMAL REQUIREMENTS
1. A completed stormwater permit application.
i. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas,
and road cross -sections.
3. Calculations of the built -upon area, For subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects, please break down the calculation into buildings,
roads, parking, and other (include all impervious areas).
4. Low density projects with curb and gutter will require:
a. Drainage area delineation and swats locations shown on the plans.
b. Detail of the swale, showing minimum 5:1 side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. Inlet and outlet elevations. Maximum longitudinal slope is 5%.
Rs The type of vegetated cover specified on the plank.
The following statements must be included for all low density projects, and for all subdivisions:
No more than - square feet of any lot, including that portion of the right-of-way between the edge
of pavement and the front lot line, shall be covered by imperwous structures, including asphalt, gravel,
concrete, brick, stone, state or similar material, not including wood decking or the wmer surface ®$swirming
pools. This covenant is intended to ensure continued compliance with the stormwaterpermit issued by the State
o, f North Carolina. yhe covenant may not be changed or deleted without the consent of the State.
No one may, fill in or pipe any roadside or lo"nie swale, except as necessary to provide a minimum driveway
crossing.
For curb and gutter projects, no on may pipe, ,fill in, or alter any lot line swale used to meet North Carolina
Stormwater Management Permit requirements.
NOTE If lot sizes vary significantly, the ownerldeveloper moist provide an attachment listing each lot number, size,
and the allowable built -upon area for each lot. -

Drainage Calculations for Elmore Whse, 411 Landmark Dr. , Wilmington, NC
10113195
Project 5070 Revised 11MA6
Revised 12I26M
A total • - 43560 93484 A total - 2.1461 acres ...total area
APave d •
A pemed = 0.562 ...paged arse
43560
A Sift. =
A side = 0.021 acres ...sidewalk area
4931
A boda := 2 500
A bldg = 0.562 acres ...Total area of buildings
43560
A imp := A paw + A Sid@ A imp = 0.583 acres - total impemiouss area excl. bldgs
Amp:=Atoms- Aimp- Aug Ado 1
C pro.25 ...C C 1.00
C imp .95 ...paved arse C
A Amp Abe
C comp := C pre. A total + C imp.
mp A total + C A told
C COMP p 0.64 ...composite C (post -development)
L :- 175 tt ...hydraulic length
H 31 ...height
-85
()
L!
T c .= H
128
T c = 1.88 minutes ...t me of concentration
T c 5 ...use 5 minutes minimum
Intensity -Duration -Frequency Relationships:
Values of G and HII
R G H
10 252 30
50 338 33
R= Return Period
"Source: Master Drainage Plan fbr City of Wilmington
ILGILIV�it
DEC 2 71"5 U
DENT
0IF #.SW -9 QLl00
`**•` � �� � i� 11 �'rrf1r
=Q SEAL �r
9524
�zf�5

T := T, Time of duration
G10:=252
H10:=30
G10
1 10 := (H 10 + T)
G 50 := 338 H 50 := 33
G c^
150 (H 50 I T)
Compute runoff rates:
Q pre := C pre' 110' A total
Q pre = 3.86 cfs
Page 2
110 = 7.2 inlhr ...10 year storm intensity
150 = 8.895 in/hr ...50 year storm
..pre -development runoff from 10 yr. storm
Q 10 := C comp' 110' A total
0,009.84 cfs ... post -development discharge rate from 10 yr. storm
Q 50 C comp' 150-A tote!
Q 50 = 12.16 cfs ...post -development discharge rate from 50 yr. storm
Volume of runoff from developed area of slte:
P := 4.8 in
Soil type = Murville Pine Sand
Chl := 69 Curve No.
S ('000� 10 S = 4.493
CIV
1
R (P - 0.2- S )2 R = 1.813 in. ... runoff depth
depth P + .8- S depth p
R vol R depth' (A total)' 43560.1
12
R Vol = 14126 cubic feet ...total runoff volume
T P R depth' to total) ).43560. 1
1.39•(Q 10) t12/ 60
T P = 17.21 ...time to peak flow

Determine size of 7' deep pond without vegetative filter: Page 3
IMP% .- A imp + A bldg IMP% = 0.534
A total
IMP% 50 :_ .019
IMP% fi0 :_ .024
IMP := IMP% 50 + (IMP% 60 IMP% 50)• .34
IMP = 0.0207
DA := A total-43560
SA := (IMP)-DA
SA = 1935
Determine storage volume required for treatment of first Inch of runoff:
C comp = 0.637
V := 2. A total- 43560• C comp
V = 4961 cubic feet
Assume 50' x 35' pond with half circles on ends. Solve for depth "d" to provide
required storage:
1 := 50 w .- 35 w• I = 1750 W 1 + (W)2 . R = 2712
Compute volume of water over 6:1 sloped2
shelf:
d 1 1 ft
V 1 :=
1W2 w 2
(1•W) + I• (w + 12•d 1� + �• 2 + n• 2 + 6-d 1
l
J
2
Compute remaining volume required:
V2:=V-V1 V2=1563
d := 1 ...guess value
d 1 V 1 = 3399 cu.ft.
W Z W 2
[I•(W+ 12•d 1)] + (I)•(w+ 6•d + 12•d 1� + 2 + 3•d + (6-d 1� •n+ 2 + �6•d 1� •a
f(d) -- d
2
g(d) := V 2 .._function of d for pond wi3:1 side slopes
d := root((f(d) - g(d)),d)
d = 0.37 ft. - additional depth required
depth := d 1 + d depth = 1.37 ft. - total depth required to provide 1" storage

V
Q 2day 2.24.60. 00
V
Q Sday 5.24.80.60
g 32.2
h:=d
2
A orifice
h = 0.185ft
Q 2day = 0.0287 cis ...Max discharge for 2 day drawdown
Q 5day = 0.0115 cfs... Max discharge for 5 day drawdown
Q 2day
C d_(2.g.h)"
.5
D := 4. A orifice .12
3.14
C d :_ .6 ...orifice coefficient
...avg. head
A orifice = 0.014 Square ft.
D = 1.595 in. - for 2 day drawdown
Q 5day = 0.0115 cfs
A orifice Q 5day 5 A orifice = 0.006 Square ft.
C d_(2_g_h).
.5
D 4• A orifice • 3.14 12 D = 1.009 in - for 5 day drawdown
Use 1.00 inch diameter pipe in routing chart
Check capacity of emergency spillway to pass 50 year peak flow:
L : = 12 ft ... Length of weir
H 2 ft ...Driving head C w := 3.0 ...Weir coefficient
Q .= C y( L- H1.5 ...Weir capacity
Q = 12.73 must be => Q 50 = 12.16 O.K.
Find normal depth in swales with grass as a permanent lining:
Q := C bldg-1 10- A bldg Q = 2.025 Am in swale in cfs
2
B := 0 ...bottom width of channel (ft)
M := 5 ...side slopes
s 41.5175 0.5 s = 0.006 ...channel slope
n 0.13 ...roughness coeff. for grass lined channels Retardance Class D (cut)
based on V x R below
Z roq := Q•n Z req = 2.337..2 required (from R.Malcolm)
1.49• �s
Page 4

y :_ .90 ...depth of flow (ft.) - vary this number until Zav (below) is approx. equal Page 5
to Z.req (above) when n (above) is appropriate for V x R (below)
A := B-y + M. (y)2 ...Cross -sectional area of flow (sq.ft.) at depth y
P := B + 2-y- 1 + M2 ...Wetted perimeter (ft.) at depth y
R := P ...Hydraulic radius (ft.) at depth y
2
Z av A- (R) 3 Z av = 2.347 ...Z available
Compute velocity at this depth:
2 1
V := 1.49 R3-s2 V = 0.502 fps
n
V- R = 0.222 Using this value, choose n from Figure 8.05c page 8.05.7 and adjust
n above until consistent
From Table 8.05a page 8.05.4:
V p : = 5.0 fps - Permissible Velocity for channels lined with bermudagrass with
slopes 0-5% in easily erodible non -plastic soils
Since V:SVp. channel lining O.K.
Determine outlet apron dimensions and riprap size for discharge into pond:
From pipe chart
V := 6.2 fps D := 1.25 ft
La := 9 ft - minimum length of apron from figure BMW
W := D + A- L a W = 4.85 ft - minimum width of apron from figure 8.06b
d 50 := 4 diameter of stone in inches
d max := 1.5- d 50 d max = 6 diameter of stone in inches
t := 1.5. d max t = 9 thickness of apron in inches
REFER TO ATTACHED SHEETS FOR ROUTING RESULTS
Note: References to chart nos., table nos., and page nos. refer to Erosion and
Sediment Control Planning and Design Manual unless noted otherwise

s
z
CONTOUR
INCR ACCUM
CONTOUR
AREA
VOL VOL
STAGE
In S
In Z
Z eat
35.67
2712
0 0
0.00
0.00
36.17
3370
1521 1521
0.50
7.3269
-0.6931
0.51
36.67
4085
1864 3384
1.00
8.1269
0.0000
0.99
37.04
4364
1563 4947
1.37
8.5086
0.3148
1.35
37.67
4856
2904 7852
2.00
8.9685
0.6931
1.98
38.17
5263
2530 10381
2.50
9.2478
0.9163
2.49
38.67
5684
2737 13118
3.00
9.4818
1.0986
3.02
39.17
6119
2951 16069
3.50
9.6846
1.2528
3.57
Regression
Output:
Constant
8.143117
Ks-- 3440
Std Err of Y Est
0.019977
b= 1.21
R Squared
0.999522
No. of Observations
7
X Coefficient(s)
1.211798
Std Err of Coef.
0.011849

STAGE -DISCHARGE FOR RISER/BARREL SPILLWAY WITH EMERGENCY WEIR
RISER/BARREL:
7.5
Dr
=
3.516 Area of grate openings
Etop
=
37.04 Elev. top riser (ft)
Cwr
=
3 Riser weir coefficient
Cdr
=
0.59 Riser orifice coefficient
Do
=
1.00 Orifice dia.(in)
Einv
=
35.67 Elev inv. orifice (ft)
Co
=
0.6 Orifice coeff.
Db
=
1.25 ft.
Binv
=
35.60 Barrel invert
Cdb
=
0.6
EMERGENCY WEIR:
Cw
=
3 Weir coefficient
Ecr
=
37.50 Elev. weir crest (ft)
LW
=
12 Weir length (ft)
1
2
3
4
5 6 7
13
Stage
Riser
Riser
Barrel
1" Princ. €merg.
Total
(weir)
(orifice)
orifice Spillway Weir
Outflow
[ftl
Ids]
Ids]
Ids]
Ids] Ids] Ids!
Ids]
35.67
0.00
0.00
0.00
0.00 0.00 0.00
0.00
35.87
0.00
0.00
0.00
0.01 0.00 0.00
0.01
36.07
0.00
0.00
0.00
0.02 0.00 0.00
0.02
36.27
0.00
0.00
0.00
0.02 0.00 0.00
0.02
36.47
0.00
0.00
0.00
0.02 0.00 0.00
0.02
36.67
0.00
0.00
0.00
0.03 0.00 0.00
0.03
36.87
0.00
0.00
0.00
0.03 0.00 0.00
0.03
37.07
0.12
2.88
7.16
0.03 0.12 0.00
0.15
37.27
2.48
7.98
7.63
0.03 2.48 0.00
2.52
37.47
6.34
10.92
8.08
0.04 6.34 0.00
6.38
37.67
11.25
13.21
8.50
0.04 8.50 2.52
11.02
37.87
17.01
15.17
8.90
0.04 8.90 8.10
17.00
38.07
23.52
16.90
9.28
0.04 9.28 15.49
24.77
38.27
30.69
18.46
9.65
0.04 9.65 24.32
33.97
38.37
34.51
19.20
9.83
0.04 9.83 29.21
39.04
38.47
38.48
19.91
10.01
0.04 10.01 34.39
44.40
38.57
42.58
20.59
10.18
0.04 10.18 39.85
50.02

F-
17
M gn
aoavr��a
9'9£
9'9£
£'9£
VK
TLC WO
s
L-LE
9'L£
£'L£
V L£
8'9£
L'9£
9'9£
£'9£
L'9£
6'9€
0

Cd o 0
7OW140ma
v
uw
9'8£ o
r
z
Yes
M
W
£'L£
6'9£
9'9£
V9£
LIC

CWAINSAW ROUTING
Input data:
Qp= 9.84
RESULTS:
Tp= 17.2
OUTFLOW PEAK= 6.72
MAX STAGE= 37.50
dT= 1.7
Ks= 3440
b= 1.21
7.5
Etop = 37.04
Top of riser
Dr = 3.516
Area of grate openings
Db= 1.25
Binv= 35.60
N= 1
No. of orif.
Cd= 0.6
Orifice coeff.
D= 1
Dia. of orifice
Zi= 35.67
Inv. elevation
CW= 3 Weir Coefficient
L= 12 Length of overflow weir
Zcr= 37.5 Elev. of overflow weir

1
2
3
4
5
6
7
8
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
[min',
[cis]
[Nu ft]
[ft]
[cfe]
[de]
[cFe]
BARREL
0
0.00
0
35.67
0.00
0.000
0.00
0.00
1.7
0.24
0
35.67
0.00
0.000
0.00
0.00
3.4
0.92
24
35.69
0.00
0.000
0.00
0.00
5.1
1.98
118
35.73
0.00
0.003
0.00
0.00
6.8
3.33
319
35.81
0.01
0.008
0.00
0.00
8.5
4.83
658
35.93
0.01
0.012
0.00
0.00
10.2
6.33
1149
36.07
0.02
0.016
0.00
0.00
11.9
7.70
1793
36.25
0.02
0.019
0.00
0.00
13.6
8.81
2577
36.46
0.02
0.023
0.00
0.00
15.3
9.54
3473
36.68
0.03
0.026
0.00
0.00
17
9.84
4444
36.91
0.03
0,029
0.00
0.00
18.7
9.66
5445
37.13
0.65
0,031
0.00
0.62
20.4
9.03
6364
37.33
3.58
0.033
0.00
3.54
22.1
8.04
6920
37.45
5.95
0.035
0.00
5.92
23.8
7.07
7134
37.50
6.69
0.035
0.00
6.65
25.5
8.22
7173
37.50
6.72
0.035
0.01
6.67
27.2
5.47
7123
37.49
6.68
0.035
0.00
6.64
28.9
4.81
7000
37.47
6.32
0.035
0.00
6.29
30.6
4.23
6846
37.43
5.61
0.034
0.00
5.58
32.3
3.72
6705
37.40
4.99
0.034
0.00
4.96
34
3.27
6576
37.38
4.44
0.034
0.00
4.40
35.7
2.88
6457
37.35
3.95
0.034
0.00
3.91
37.4
2,53
6348
37.33
3.51
0.033
0.00
3.48
39.1
2.23
6248
37.31
3.13
0.033
0.00
3.10
40.8
1.96
6156
37.29
2.79
0.033
0.00
2.76
42.5
1.72
6071
37.27
2.49
0.033
0.00
2.45
44.2
1.52
5994
37.25
2.22
0.033
0.00
2.19
45.9
1.33
5922
37.24
1.98
0.032
0.00
1.95
47.6
1.17
5856
37.22
1.77
0.032
0.00
1.74
49.3
1.03
5795
37.21
1.58
0.032
0.00
1.55
51
0.91
5739
37.20
1.41
0.032
0.00
1.38
52.7
0.80
5687
37.18
1.27
0.032
0.00
1.23
54.4
0.70
5639
37.17
1.13
0.032
0.00
1.10
56.1
0.62
5595
37.16
1.02
0.032
0.00
0.98
57.8
0.54
5555
37.16
0.91
0.032
0.00
0.88
59.5
0.48
5517
37.15
0.32
0.031
0.00
0.79
61.2
0.42
5482
37.14
0.73
0.031
0.00
0.70
62.9
0.37
5450
37.13
0.66
0.031
0.00
0.63
64.6
0.32
5421
37.13
0.59
0.031
0.00
0.56
66.3
0.29
5393
37.12
0.53
0.031
0.00
0.50
68
0.25
5368
37.11
0.48
0.031
0.00
0.45
69.7
0.22
5344
37.11
0.43
0.031
0.00
0.40
71.4
0.19
5322
37.10
0.39
0,031
0.00
0.36
73.1
0.17
5302
37.10
0.35
0.031
0.00
0.32
74.8
0.15
5283
37.10
0.32
0.031
0.00
0.29
76.5
0.13
5266
37.09
0.29
0.031
0.00
0.26

1
2
3
4
5
6
7
8
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISERI
[n'n1
[del
ICU ft]
[ft]
[cfsl
[cfsl
[Cfs]
BARREL
78.2
0.12
5250
37.09
0.26
0.031
0.00
0.23
79.9
0.10
5235
37.08
0.24
0.031
0.00
0.21
81.6
0.09
5221
37.08
0.22
0.031
0.00
0.19
83.3
0.08
5208
37.08
0.20
0.031
0.00
0.17
85
0.07
5195
37.08
0.18
0.031
0.00
0.15
95
0.03
5129
37.06
0.10
0.030
0.00
0.07
105
0.02
5090
37.05
0.06
0.030
0.00
0.03
115
0.01
5064
37.05
0.04
0.030
0.00
0.01
125
0.00
5044
37.04
0.03
0.030
0.00
0.00
135
0.00
5027
37,04
0.03
0.030
0.00
0.00
145
0.00
5010
37.03
0.03
0.030
0,00
0.00
155
0.00
4992
37.03
0.03
0.030
0.00
0.00
165
0.00
4974
37.03
0.03
0.030
0.00
0.00
175
0.00
4956
37.02
0.03
0.030
0.00
0.00
185
0.00
4938
37.02
0.03
0,030
0.00
0.00
195
0.00
4920
37.01
0.03
0.030
0.00
0.00
205
0.00
4902
37.01
0.03
0.030
0.00
0.00
215
0.00
4884
37.01
0.03
0.030
0.00
0.00
225
0.00
4866
37.00
0.03
0.030
0.00
0.00
235
0.00
4848
37.00
0.03
0.030
0.00
0.00
245
0.00
4831
38.99
0.03
0.030
0.00
0.00
255
0.00
4813
36.99
0.03
0.030
0.00
0.00
265
0.00
4795
36.99
0.03
0,030
0.00
0.00
275
0.00
4777
36.98
0.03
0.030
0.00
0.00
285
0.00
4759
36.98
0.03
0.030
0.00
0.00
295
0.00
4742
36.97
0.03
0.029
0.00
0.00
315
0.00
4706
36.97
0.03
0.029
0.00
0.00
335
0.00
4671
38.96
0.03
0.029
0.00
0.00
355
0.00
4636
38.95
0.03
0.029
0.00
0.00
375
0,00
4601
36.94
0.03
0.029
0.00
0.00
395
0.00
4588
36.93
0.03
0.029
0.00
0.00
415
0.00
4531
36.93
0.03
0.029
0.00
0.00
435
0.00
4496
36.92
0.03
0.029
0.00
0.00
455
0.00
4462
36.91
0.03
0.029
0.00
0.00
475
0.00
4427
36,90
0.03
0.029
0.00
0.00
495
0.00
4393
36.89
0.03
0.029
0.00
0.00
515
0.00
4359
36.89
0.03
0.028
0.00
0.00
535
0.00
4325
36.88
0.03
0.028
0.00
0.00
555
0.00
4291
36.87
0.03
0.028
0.00
0.00
575
0.00
4257
36.86
0.03
0.028
0.00
0.00
595
0.00
4223
36.65
0.03
0.028
0.00
0.00
625
0.00
4172
36.84
0.03
0.028
0.00
0.00
655
0.00
4122
36.83
0.03
0.028
0.00
0.00
685
0.00
4072
36.82
0.03
0.028
0.00
0.00
715
0.00
4022
36.81
0.03
0.027
0.00
0.00
745
0.00
3973
36.80
0.03
0.027
0.00
0.00

1
2
3
4
5
6
7
8
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
[min]
[mil
ICU ftl
[ftl
[mil
[ef6l
[cf61
BARREL
775
0.00
3924
36.78
0.03
0.027
0.00
0,00
605
0.00
3875
36.77
0.03
0.027
0.00
0.00
835
0.00
3826
36.76
0.03
0,027
0.00
0.00
865
0.00
3778
36.75
0.03
0.027
0.00
0.00
895
0.00
3730
36.74
0.03
0.027
0.00
0.00
925
0.00
3682
36.73
0.03
0.026
0.00
0.00
955
0.00
3634
36.72
0.03
0.026
0.00
0.00
985
0.00
3587
36.71
0.03
0,026
0.00
0.00
1015
0.00
3540
36.69
0.03
0.026
0.00
0.00
1075
0.00
3446
36.67
0.03
0.026
0.00
0.00
1135
0.00
3353
36.65
0.03
0.025
0.00
0.00
1195
0.00
3262
36.63
0.03
0.025
0.00
0.00
1255
0.00
3172
36.61
0.02
0.025
0.00
0.00
1315
0.00
3082
36.58
0.02
0.025
0.00
0.00
1375
0.00
2994
36.56
0.02
0.024
0.00
0.00
1435
0.00
2907
36.54
0.02
0.024
0.00
0.00
1495
0,00
2821
36.52
0.02
0.024
0.00
0.00
1555
0.00
27W
36.50
0.02
0.023
0.00
0.00
1615
0.00
2652
36.48
0.02
0.023
0.00
0.00
1675
0.00
2569
36.46
0.02
0,023
0.00
0.00
1735
0.00
2488
36.44
0.02
0.022
0.00
0.00
1795
0.00
2408
36.41
0.02
0,022
0.00
0.00
1855
0.00
2328
36.39
0.02
0.022
0.00
0.00
1915
0.00
2250
36.37
0.02
0.021
0.00
0.00
2155
0.00
1942
36.29
0.02
0.020
0.00
0.00
2395
0.00
1654
36.22
0.02
0.019
0.00
0.00
2635
0.00
1385
36.14
0.02
0.017
0.00
0.00
2875
0.00
1137
36.07
0.02
0.016
0.00
0.00
3115
0.00
911
36.00
0.01
0.014
0.00
0.00
3355
0.00
706
35.94
0.01
0.013
0.00
0.00
3595
0.00
525
35.88
0.01
0.011
0.00
0.00
3835
0.00
369
35.83
0.01
0.009
0.00
0.00
4075
0.00
240
35.78
0.01
0.007
0.00
0.00
4315
0.00
140
35.74
0.00
0.004
0,00
0.00
4555
0.00
79
35.71
0.00
0.002
0.00
0.00
4795
0.00
49
35.70
0.00
0.001
0.00
0.00
5035
0.00
32
35.69
0.00
0.001
0.00
0.00
5275
0.00
22
35.69
0.00
0,000
0.00
0.00
5515
0.00
16
35.68
0.00
0.000
0.00
0.00
5755
0.00
12
35.68
0.00
0.000
0.00
0.00
5995
0.00
9
35.68
0.00
0.000
0,00
0.00
6235
0.00
7
35.68
0.00
0.000
0.00
0.00
6475
0.00
5
35.67
0.00
0,000
0.00
0.00
6715
0.00
4
35.67
0.00
0,000
0.00
0.00
6955
0.00
4
35.67
0.00
0.000
0.00
0.00

`YJ
is
r-1
u
0
o a:a ca o a4 o 0
C Oi W r` m Id It V) Od r O
P
(Iwo) sevvwma

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
December 18, 1995
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering
Post Office Box 15036
Wilmington, North Carolina 28409
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 951105
Lyndale Enterprises
New Hanover County
Dear Mr. Honeycutt:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Lyndale Enterprises on December 4, 1995. 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. Please provide 2 more sets of plans. The ones you sent were so light that I could not see
the proposed drainage structures and pipes.
2. 1 have enclosed a typical forebay section detail. The area around the inlet pipe should be
shown correctly in contour to have a shallow area with the back wall of earth or rock
slightly higher than the permanent pool elevation. The contour you have shown does not
make sense. You show the 38 and the 37.04 connecting together- that is impossible.
Additionally, a 6:1 vegetated shelf must be shown around the pond- I forgot to mention that
in the last letter. The rules do not state a minimum width for the shelf, but so far 6' is very.
Popular.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Honeycutt
December 18, 1995
Stormwater Project No. SW8 951105
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 18, 1996, or the application 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\951105.DEC
cc: Linda Lewis
Central Files
2

Wet ponds can be used to con-
trol runoff from larger contrib-
uting areas than many other
BMPs. However, they take up
larger land areas within devel-
opments due to the increased
storage volume in the perma-
nent pool. If sited and main-
tained properly, they can be at-
tractive features within a devel-
opment, enhance property val-
ues and offer recreation oppor-
tunities. However, ponded wa-
ter can attract children creating
a safety hazard. The construc-
tion of a shallow safety bench
around the pond or fencing
may be necessary. Construction
costs are generally higher than
for dry basins, because of the additional volume required for the permanent pool.
Marsh plants
�r
Inlet Riprap
inlet protection
1
Forebay
.r .
Embankment with marsh plants
and spillway to main pool
stormwater Riser prevents
' over
Normal storage volume flowing embankment
i' pool level Reverse -sloped orifice to
� t t slow) release stormwater Cow
'1. Maximum Y Compacted -earth
`;�• i waterlevel embankment
Main ► ( tr�I Riprap outlet
pool k"..'
"9'<fq� i protection
L:�r
z= "
Concrete anti- MG -seep
flotation anchor collars
Figure 11: Wet Retention Pbnd - Side Cutaway View. (Source: Arnold, et al. 1993)
Frequent maintenance of wet ponds is required and can be costly. Wet sediment is harder and more costly
to remove. Again, easy access is critical to proper maintenance. Poor maintenance can cause the pond to
fail, and create nuisance odors, insects, algae blooms and unsightly areas.
The NC Division of Environmental Management requires the use of wet ponds to treat stormwater runoff
in high density developments within the watersheds of some sensitive water bodies (high quality/outstand-
ing resource waters, etc.). DEM should be consulted on specific design and operation and maintenance
requirements. Many local governments also require vet ponds within water supply watersheds and should
be contacted for further information. Guilford County, North Carolina has extensive experience with wet
retention ponds, %%ith over 135 installed since 1984. Contact Lee Stimpson, Watershed Protection Engi-
neer at [phone] for more information.

State of North Carolina
Department of Environment, Health, and Nagai
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT
Governor WATER QUALITY SECTION
November 20, 1995
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering
Post Office Box 15036
Wilmington, North Carolina 28409
Resources
Jonathan B. Howes
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 951105
Lyndale Enterprises -Elmore Warehouse
New Hanover County
Dear Mr. Honeycutt:
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for
Lyndale Enterprises -Elmore Warehouse on November 3, 1995. 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. One more set of plans.
A. Signed Operation and Maintenance Plan. (Blank copy enclosed)
Please provide either finished contours for the swales along the sides of the building, or
specify a slope f the swale on the plans.
2 00 da+OI
/4. Design forebays for the inlet pipes, and show a detail on the plans.
r/ 5. Where is the grassed overflow spillway? There is a rectangular object shown in the middle
of the entrance drive that is not labelled. If this is the spillway, I suggest - that you take the
requirement for Bermudagrass sod along it's entire length.
f6. Drainage patterns at the entrance drive are unclear. If elevation 37.5 is used as the lowest
points, there is no way for the runoff to enter the pond due to the 38 contour which
surrounds it. Also, there are no interior swales to pick up this water, and no catch basins
to redirect this runoff into the pond. Please clarify.
Pry QS O i50 !IOhXl
l
�-� CP 127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
nV 5p 5 Wsut Or
An Equal Opportunity Affirmative Action Employer

Mr. Honeycutt
November 20, 1995
Stormwater Project No. SW8 951105
----------------------------------------------
7. There is an — 600 square foot difference in our sidewalk calculations, and a 400 square foot
difference in our parking calculation, neither of which causes problems with the pond's
design, but I just wanted you to know.
8. Please add more spot elevations to the parking area in front of the building in order to
establish the drainage pattern there.
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 December 20, 1995, or the application
will be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
/� 4�, 61�"
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\951105.NOV
cc: Linda Lewis
Central Files
2