SW8050604_HISTORICAL FILE_20050922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
v�'7
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1.1910�/�%�i�,
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050604
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Roy Laird
Storage Place
Onslow County
FOR THE
construction, operation and maintenance of a wet 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 September 22, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 211,707 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 88,299 square feet.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans. ,
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050604
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, acres:
5.4
Onsite, ft :
235,230
Offsite, ft2:
None
b.
Total Impervious Surfaces, ft2:
211,707
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
7
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
18.2
g.
Permanent Pool Surface Area, ft2:
9,800
h.
Permitted Storage Volume, ft3:
18,907
i.
Temporary Storage Elevation, FMSL:
19.9
j.
Controlling Orifice:
1.5" 0 pipe
k.
Permitted Forebay Volume, ft3:
6,350
I.
Receiving Stream/River Basin:
Poplar Creek 1 White Oak
M.
Stream Index Number:
19-16-2-3
n.
Classification of Water Body:
"C; NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
Vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
G. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3of7

State Stormwater Management Systems
Permit No. SW8 050604
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050604
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control' must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 22nd day of September, 2005.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
13aA--
for Alan . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

r
06/03/2005 11:03 4553441 PARKER & ASSOCIATES PAGE 01
FXD
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P,O. Box 976
-, d Jacksonville, NC 28541-0976
[phone] • Fax: [phone]
FAX #[phone].
TO: I■AW7 ! �. _
• I ► . 'Jl�
/t l 11
FROM:
RE:
REMARKS:
ME
NUMBER OF PAGES (INCLUDING THIS SHEET):
ORIGINAL TO FOLLOW BY MAIL. YES: NO:
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The Information confalned In this facsimile Is prlvOeged andconffdontial. Intended only forthe use ofthe addressee. lftho roadarls nottho lntanded
recipient, you are hereby notlffed that any usa Is strictly prohlblted. Nyou have received this fetsimlle in error, please fm mediately notify the sender
by telephone and retum the original to tho sondor at rho above oddreas. Thank you.
C9 .FO RMS. PARKE R.FAICA2
E?4VIROrfhM%(TAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING . FEASIBILITY REPORTS • COMPVTTR AIDED DESIGN • CONSTRUCTION PLANS

06/03/2005 11:03 4553441 PARKER & ASSOCIATES PACE 02
PARKER. & ASSOCIATES,. INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
STORAGE PLACE
JACKSONVILLE, NORTH CAROLINA
STORMWATER WET DETENTION POND
ENGINEERING CALCULATIONS
1. - AREA
Total Drainage Area
Impervious Area:
Buildings, Drives, and Parking
Future Impervious Area
SEA1-
14575
� r '' s
E
235,230 SF
123,408 SF
88,299 SF
Percent Impervious = Impervious = 211,707 = 90 %
Total 235,230
2. PERMANENT POND SURFACE AREA
From Chart 4 - Appendix E from D.E.M. Report 87-05, for 90 % impervious,7.0
basin depth without Vegetative Filter (90% TSS Removal) Yields SAIDA = 3.9%
235,230 SF x 3.9 % = 9,174 SF surface area required
Top of permanent pond elevation is 18.2
Area at 18.2 elevation = 9800 SF r)rovided
ENVIRONMENTAL ENGINEERING + STORM WATER MANAQEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASMILrrY REPORTS + COMPUTER AIDED DESIGN • CONSTRUCTION PLANS

06/03/2005 11:03 4553441 PARKER & ASSOCIATES PAGE 03
ENG-2
3. TEMPORARY DETENTION STORAGE VOLUME
Retain 1" of runoff from area draining to pond
Use Schueler Simple Method" from Stormwater Best Management Practices
Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
I = Percent Impervious
RV = 0.05 + 0.009 (90.0) = 0.86 inch / inch
Find Temporary Storage Volume
V = (Design Rainfall) (RV) (Drainage Area)
= 1 inch X 0.86 inch / inch X 1 ft. X 235,230 SF/Ac
12 in.
= 16.558 CF Required
4. TEMPORARY DETENTION STORAGE VOLUME
Use 1.7 Ft_ Temporary Pool
Area at 18.2 elevation (permanent pond) = 9,800 SF
Area at 19.9 elevation (temporary pond) = 12,444 SF
Average Area = 11,122 SF
Storage Vol.= 11,122 SF x 1.7 Height = 18.907 CIF -provided
M907 CF provided > 16,858 CF required
5. ELIEVE TEMPORARY STORAGE VOLUME IN 2 TO 5 DAYS
Q = Cd A 2gh (orifice equation)

06/03/2005 11:03 4553441 PARKER & ASSOCIATES PAGE 04
ENG-3
Q = 16,858 CF 2 days = 0.09756 CFS
Q = 16,858 CF i 5 days = 0.03902 CFS
Cd = 0.60
g = 32.2 ft/sec
h = 0.85 average height
For 2 Day Release
Solve For A = Q = 0.09756 = 0.02196 SF
C 2gh (0.6) 2(32.2)(0.85)
Solve for Orifice Diameter, D
A=0.02198SF=rrR2
R = 0.0836 ft. = 1.00 inch
D = 2.00 inch
For 5 Day Release
Solve For A = Q = 0.03902 = 0.00879 SF
Cd 2gh (0.6)2(32.2)(0.85)
Solve for Orifice Diameter, D
A = 0.00879 SF = rr R2
R = 0.0529 ft. = 0.635 inch
D = 1.27 inch
Use 1.5 inch diamet r orifice
6. SIZE OUTLET RISER PIPE AND OUTLET PIPE_ TO HANDLE 10 YR. 1 HR.
STORM
A. Storm Flow
Q = MA
A = 235,230 SF OR 5.4 Ac.
C = 0.84
i = 2.88 in./hr. -10 year, 1 hr. storm
Q = 0.84 (2.88) 5.4 = 3t_1 CFS

06/03/2005 11:03 4553441 PARKER & ASSOCIATES
B. Outlet Riser Pipe
Water height before topping pond
23 - 19.9 = 3.1 feet
1. Riser Pipe as Orifice
Q = Cd A 2gh (orifice equation)
Cd = 0.6 (typical value)
h = 3.1
Q - 13.1
2g = 64.4
Solve For A = Q = 13.1 = 1.55 SF
Cd 2gh (0.6) (64.4)(3.1)
Solve for Riser pipe Diameter, "D".
A=1.55SF-nR2
R = 0.702 ft. = 8.43 inch
D = 16.86 inch
Use 24" Pie 36" x 36" Concrete Box OK
2. Riser Pige as Weir
Water Height before topping pond = 23 -19.9 = 3.1 feet
Q = CwL H32
Cw = 3.33
L = Length of Weir = 12 feet for 36" x 36" Box
h = 3.1 feet
Q - 3.33 (12) 3.1 3/2
218 CFS
36" x 36" Box OK
PAGE 05
ENG-4

06/03/2005 11:03
4553441
PARKER & ASSOCIATES
PAGE 06
ENG-5
C. Outlet Pipe
1. Check Orifice Equation
Q = Cd A 2gh (orifice equation)
Assume 24" pipe
A=n R2=3.14SF
h = Top of pond to center of outlet pipe
=23.0-(18.2+ 1.0)=5.8
Q = 0.6(3.14) 2(32.2)(5.8)
Q = 36 24" CMP, Will handle 10 year 1 hour flow
2. Check Gra-vityFlow
24" pipe installed at 1.0 %
Use Manning's Equation
Q= 1.49 X A R 2/3 S 1�2
n
For 24" CMP Q = 19.6 CFS
USE 24" CMP OUTLET PIPE
7. 100 Year Flood
Q = CiA
Composite C = 0.84
i 100 = 4.15 in 1 hr for 1 hour duration flood
A = 5.4 acres
Q= 0.84 (4.15) (5.4) = 18.8�
Design to handle 100-yr flood through riser and outlet pipes prior to topping pond

06/03/2005 11:03 4553441 PARKER & ASSOCIATES PAGE 07
ENG-6
A. Riser Pipe
As calculated before, 36" X 36" Riser Section can handle 76 CFS as
Orifice and 218 CFS as a weir, therefore is OK to handle 100 year 1 hour
flow of 18.8CFS
B. Outlet Pipe
As calculated before, the 24" outlet pipe can handle 19.6 CFS flowing full
and will accept 36.4 CFS as an Orifice. Both are greater than 100 year
1 hour flow of 18.8 CFS.
Therefore, riser and outlet pipe will handle 100 yr. storm. No spillway
required. Emergency spillway is shown to handle overflow if outlet pipe
becomes clogged.
8. Forebay Volume
Main Bay Area at Elevation 18.2 =
7595 SF
Main Bay Area at Elevation
Bottom of Vegetative Shelf 16.53 =
3915 SF
Average Area -
5755 SF
Volume = 5755 SF X 1.666 Ft. =
9592 CF
Main Bay Area at Elevation 16.53 =
3915 SF
Main Bay Area at Elevation
Bottom of Pond 11.2 =
870 SF
Average Area =
2392.5 SF
Volume = 2392.5 SF X 5.33 Ft. -
12760 CF
TOTAL MAIN BAY VOLUME
22352 CF
Forebay Area @ Elevation 18.2 - 1960 SF
Forebay Area @ Elevation 13.2 = 580 SF
Average Area 1270 SF
Volume = 1270 SF X 5 Ft. = 6350 SF

PARKER & ASSOCIATES, INC. ing Hor1�
�haP ons
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
STORAGE PLACE
JACKSONVILLE, NORTH CAROLINA
STORMWATER WET DETENTION POND C)i
ENGINEERING CALCULATIONS
� 4�e
1. AREA
Total Drainage Area 235,230 SF
Impervious Area:
Buildings, Drives, and Parking 123,408 SF
Future Impervious Area 88,299 SF
Percent Impervious = Impervious = 211,707 = 90 %
Total 235,230
2. PERMANENT POND SURFACE AREA
From Chart 4 - Appendix E from D.E.M. Report 87-05, for 90 % impervious,7.0
basin depth without Vegetative Filter (90% TSS Removal) Yields SA/DA = 3.9%
235,230 SF x 3.9 % = 9,174 SF surface area required
Top of permanent pond elevation is 18.2
Area at 18.2 elevation = 9800 SF provided
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN ♦ CONSTRUCTION PLANS

ENG-2
3. TEMPORARY DETENTION STORAGE VOLUME
Retain 1" of runoff from area draining to pond
Use Schueler "Simple Method" from Stormwater Best Management Practices
Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
I = Percent Impervious
RV = 0.05 + 0.009 (90.0) = 0.86 inch / inch
Find Temporary Storage Volume
V = (Design Rainfall) (RV) (Drainage Area)
= 1 inch X 0.86 inch / inch X 1 ft. X 235,230 SF/Ac
12 in.
= 16,558 CF Re ug fired
4. TEMPORARY DETENTION STORAGE VOLUME
Use 1.7 Ft. Temporary Pool
Area at 18.2 elevation (permanent pond) = 9,800 SF
Area at 19.9 elevation (temporary pond) = 12,444 SF
Average Area = 11,122 SF
Storage Vol.= 11,122 SF x 1.7 Height = 18,907 CF provided
18,907 CF provided > 16,858 CF required
5. RELIEVE TEMPORARY STORAGE VOLUME IN 2 TO 5 DAYS
Q = Cd A 2gh (orifice equation)

ENG-3
Q = 16,858 CF = 2 days = 0.09756 CFS
Q = 16,858 CF = 5 days = 0.03902 CFS
Cd = 0.60
g = 32.2 ftlsec
h = 0.85 average height
For 2 Day Release
Solve For A = Q = 0.09756 - 0,02198 SF
Cd 2gh (0.6) 2(32.2)(0.85)
Solve for Orifice Diameter, D
A=0.02198SF=rrR2
R = 0.0836 ft. = 1.00 inch
D = 2.00 inch
For 5 Day Release
Solve For A = Q -
Cd 2gh
Solve for Orifice Diameter, D
A = 0.00879 SF = rr R2
R = 0.0529 ft. = 0.635 inch
D = 1.27 inch
Use 1.5 inch diameter orifice
0.03902 = 0.00879 SF
(0.6) 2(32.2)(0.85)
6. SIZE OUTLET RISER PIPE AND OUTLET PIPE TO HANDLE 10 YR. 1 HR.
STORM
A. Storm Flow
Q = CiA
A = 235,230 SF OR 5.4 Ac.
C = 0.84
i = 2.88 in./hr. - 10 year, 1 hr. storm
Q = 0.84 (2.88) 5.4 = 13.1 CFS

ENG-4
B. Outlet Riser Pipe
Water height before topping pond
23 - 19.9 = 3.1 feet
1. Riser Pipe as Orifice
Q = Cd A 2gh (orifice equation)
Cd = 0.6 (typical value)
h = 3.1
Q - 13.1
2g = 64.4
Solve For A = Q = 13.1 = 1.55 SF
Cd 2gh (0.6) (64.4)(3.1)
Solve for Riser pipe Diameter, "D".
A=1.55SF=TTR2
R = 0.702 ft. = 8.43 inch
D = 16.86 inch
Use 24" Pipe
2. Riser Pipe as Weir
36" x 36" Concrete Box OK
Water Height before topping pond = 23 - 19.9 = 3.1 feet
Q = Cwt_ H"
Cw = 3.33
L = Length of Weir = 12 feet for 36" x 36" Box
h = 3.1 feet
Q = 3.33 (12) 3.1 3/2
- 218 CFS
36" x 36" Box OK

ENG-5
C. Outlet Pipe
1. Check Orifice Equation
Q = Cd A 2gh (orifice equation)
Assume 24" pipe
A=n R2=3.14SF
h = Top of pond to center of outlet pipe
= 23.0 - (18.2 + 1.0) = 5.8
Q = 0.6(3.14) 2(32.2)(5.8)
Q = 36.4 CFS 24" CMP, Will handle 10 year 1 hour flow
2. Check Gravity Flow
24" pipe installed at 1.0 %
Use Manning's Equation
Q= 1.49 X A R 2/3 S 1�2
n
For 24" CMP Q = 19.6 CFS
USE 24" CMP OUTLET PIPE
7. 100 Year Flood
Q=CiA
Composite C = 0.84
i ,co = 4.15 in 1 hr for 1 hour duration flood
A = 5.4 acres
Q = 0.84 (4.15) (5.4) = 18.8 CFS
Design to handle 100-yr flood through riser and outlet pipes prior to topping pond

ENG-6
A. Riser Pipe
As calculated before, 36" X 36" Riser Section can handle 76 CFS as
Orifice and 218 CFS as a weir, therefore is OK to handle 100 year 1 hour
flow of 18.8CFS
B. Outlet Pipe
As calculated before, the 24" outlet pipe can handle 19.6 CFS flowing full
and will accept 36.4 CFS as an Orifice. Both are greater than 100 year
1 hour flow of 18.8 CFS.
Therefore, riser and outlet pipe will handle 100 yr. storm. No spillway
required. Emergency spillway is shown to handle overflow if outlet pipe
becomes clogged.
8. Forebay Volume
Main Bay Area at Elevation 18.2 =
7595 SF
Main Bay Area at Elevation
Bottom of Vegetative Shelf 16.53 =
3915 SF
Average Area =
5755 SF
Volume = 5755 SF X 1.666 Ft. =
9592 CF
Main Bay Area at Elevation 16.53 =
3915 SF
Main Bay Area at Elevation
Bottom of Pond 11.2 =
870 SF
Average Area =
2392.5 SF
Volume = 2392.5 SF X 5.33 Ft. =
12760 CF
TOTAL MAIN BAY VOLUME
22352 CF
Forebay Area @ Elevation 18.2 = 1960 SF
Forebay Area @ Elevation 13.2 - 580 SF
Average Area 1270 SF
Volume = 1270 SF X 5 Ft. - 6350 SF

ENG-7
Forebay Volume shall contain approximately 20% of the total permanent
pond volume.
Permanent Pool Volume = Mainbay & Forebay = 22352 CF + 6350
CF = 28702 CF
Forebay Volume = 6350 CF
FOREBAY VOLUME 1 PERMANENT POOL VOLUME
= 6350 CF 128702 CF = 22.1 % O.K.
C2.JAH. Lairds.CAL.05.16.05

03/08/2005 11:54 4553441
PARKER & ASSOCIATES
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bri ige Street + P.O. Box 976
Jacksor,ville, NC 28541-0976
[phone] + Fax: [phone]
FACSIMILE TRANSMISSIou
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REMARKS: i'� �'; Co
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WE REQUEST THAT YOU CO HFIRM RECEIPT: YES: NO:
coMDENrr acrrY
The Information contained In thisfacsimilefsprivilegedandconfrdentlal,Intendedonlyfortheuseoftheaddressee. if the Mader isnot the intended
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by telephone and return the odlglnal to the ,sender at the above address. Thank you.
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ENVIRONMENTAL ENGINE ?RING ♦ STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPWNT CONSULTiNc + PEASIBILrrY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

08/08/2005 11:54 4553441
PARKER & ASSOCIATES PAGE 02
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Show with Larger Font
1 of I , 8/8/2005 11.45 AM

�OF WATE9Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
17 Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: June 3, 2005
To: Jason Houston
Company: Parker & Associates
FAX #: [phone]
No. of Pages: 'I
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 not assigned
Project Name: Storage Place
MESSAGE:
Jason:
The Division received a stormwater application for the subject project on June 1, 2005. The
application will be placed on hold and cannot be accepted for review until the following
information is submitted:
1. Please seal the pond design calculations. You can fax this to the Division at 910-
350-2004,
Thanks,
Linda
ENBlarl: S:IWQSISTORMWATIADDINF0120051storage place.jun05
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
None
rthCarolina
Naturally

P. 1
FILE MODE
516 MEMORY TX
COMMUNICATION RESULT REPORT ( JUN. 3.2005 8:31AM )
TTI NCDENR WIRO
___QPTION --------------------ADDRESS-(GROUP)-------_-_--_--_--�-_-----_PAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
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919104553441
P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G, Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: June 3, 2005
To: Jason Houston
Company: Parker & Associates
FAX #: [phone]
Alan W. KlimeX, P,E. Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWO Stormwater Project Number: SW8 not assigned
Project Name: Storage Place
MESSAGE:
Jason:
The Division received a stormwater application for the subject project on June 1, 2005. The
application will be placed on hold and cannot be accepted for review until the following
information is submitted:

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
May 31, 20
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Storage Place
Onslow County, NC
Stormwater Submittal
Dear Ms. Lewis:
Please find enclosed the following items related to the stormwater submittal
package.
- Two (2) sets of plans sheets 1 - 3 of 3.
- One (1) original and one (1) copy of the stormwater management permit
application form.
- Wet detention basin supplement form.
- Stormwater wet detention pond engineering calculations.
- Stormwater delineation plan.
- One (1) review fee check #7692 in the amount of $420.00.
- Stormwater narrative.
If you have any questions or need any additional information, please contact me.
xc: Roy Laird with enclosures
CF (P), LAM
JAHlsws
c2.JAH.1ewis.1tr.5.13.05
Sincerely,
PARKER & ASSOCI TES, INC.
J/son Houston. E.I.
RECEIVED
JUN 0 1 2005
��Ts�vs OS4bo'f
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS