SW8010431_HISTORICAL FILE_20050110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 pl 043
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zao5 o ! i o
YYYYMMDD

of WArFR Michael F. Easley, Governor
�Ot QG William G. Ross, Jr,, Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 10, 2005
Commander L.J. Readal, CDR/CEC/USN
Commanding General, MCB
1005 Michael Road
Camp Lejeune, NC 28541-0004
Subject: Stormwater Permit No. SW8 010431 Modification
Bachelor Enlisted Quarters Jackson Street
High Density Project
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for Bachelor Enlisted Quarters Jackson Street on November 12, 2004. 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 21-1.1000. We are
forwarding Permit No. SW8 010431 dated January 10, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until January 10, 2015, 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 sixty (60) 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
Regional Supervisor
Surface Water Protection Section
RSS/arl: S:IWQSISTORMWATIPERMIT1010431.jan05
cc: Joseph Avolis, P.E., Avolis Engineering
Linda Lewis
tWilmington'Regional-Office3
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] IntemeL h2o.enr.state.nc,us NorthCarolina
An Equal opportunity/Affirmative Action Employer -- 50% Recycled110% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW8 010431 Mod.
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
Cdr. L.J. Readal, MCB Camp Lejeune
Bachelor Enlisted Quarters Jackson Street
Onslow County
FOR THE
construction, operation and maintenance of 2 infiltration basins and 2 bio-retention
areas 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 January 10, 2015, 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 in Section 1.6 on page 3 of this permit. The stormwater
controls include two infiltration basins which discharge the 1.5" design storm to
the two bio-retention areas. Systems 1 & 2 have been designed to handle the
runoff from 115,433 square feet and 113,693 square feet of impervious area,
respectively. The excess design storm overflow from each system must pass
through a 50' vegetated filter prior to discharge.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 010431 Mod.
6. The following design criteria have been provided in the infiltration
basins and.bio-
retention areas and must be maintained at design condition:
System #1
System #2
a. Drainage Area, 9cres:
4.19
9.85
Onsite, it :
182,516
212,137
Offsite, ft2:
0
0
b. Total Impervious Surfaces, ft2:
115,433
113,693
C. Design Storm, inches:
1.5
1.5
d. Infiltration Basin Depth, feet:
1.8
1.6
e. Infiltration Bottom Elevation, FMSI_:
8.53
11.02
f. Infiltration Bottom Surface Area, ft2:
6,576
7,352
g. Infiltration Bypass Weir Elevation, FMSL:10.27
12.6
h. Infiltration Storage Volume, ft3:
14,486
14,715
i. Type of Soil:
Silty Sand
Silty Sand
j. Expected infiltration Rate, inlhr:
1.7
1.7
k. Seasonal High Water Table, FMSL:
6.47
9.0
I. Orifice size to bio-retention area:
1.25110
1.25" H
M. Bioretention Surface Area, ft2:
8,500
8,900
n. Bioretention Bottom Elevation, fmsl:
7.05
10.07
o. Bioretention Storage Elevation, fmsl:
7.80
10.82
P. Bioretention Volume, ft3:
6,375
6,675
q. Number of Trees:
49
51
r. Number of Shrubs:
147
154
S. Time to Draw Down, hours:
15
14
t. Receiving Stream/River Basin:
Courthouse Bay/ White Oak
U. Stream Index Number:
WOK02 19-36
V. Classification of Water Body:
"SA HQW"
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 010431 Mod.
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.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structures must be available at all
times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
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.
10. 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 010431 Mod.
11. 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 10th day of January 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P: ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 010431 Mod.
Bachelor Enlisted Quarters Jackson Street
Stormwater Permit No. SW8 010431
Onslow Count
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 010431 Mod.
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
fi. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWO Regional Office
Page 7 of 7

Bioretention Basin Design File Name: S:=QSIBIORETENTION1010431.WK1
Project Number: SW8 010431 Date 7-Jan-2005
Project Name: Bachelor Enlisted Quarters Courthouse Bay
Receiving Stream: Courthouse Bay Classification: SA
Drainage Basin: White Oak Index Number:
Minimum Surface Area
c=.95 for BUA, c=.25 for grass
Basin # Drainage Area BUA
Sum C x A
Minimum
BR Area
Provided Area
1 182516 115433
120660
8446
8500 sf
2 212137 113693
126935
8885
8900 sf
3
0
sf
4
0
sf
5
0
sf
Volume Reauired
_Basin #
Percent BUA Design Storm
Rv Value
Required
Volume
1
63.25% 1.5
0.62
14127
2
53.59% 1.5
0.53
14116
3
#DIV/O!
#DIV/0!
#DIV/O!
4
#DIV/Ol
#DIV/0!
#DIV/O!
5
#DIV/01
#DIV/O!
#DiV/O!
Volume Provided
Max. Ponded
Basin # Surface Area Depth, ft. Bottom Elev. Storage Elev. Provided Volume
1 8500 0.750 7.05 7.80 6375cf
2 8900 0.750 10.07 10.82 6675 cf
3 cf
4 cf
5 cf
Planting Guidelines
Ratio of
Basin # Min. # Plants Prov. # Trees Prov. # Shrubs Shrubs/Trees
1 195 49 147 3.00 (must be 2-3)
2 205 51 154 3.02 (must be 2-3)
3 (must be 2-3)
4 (must be 2-3)
5 (must be 2-3)
Comments

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
November 10, 2004
Mrs. Linda Lewis
Environmental Engineer
NCDENR
127 Cardinal Drive
Wilmington, NC 28405-3845
RE: DWQ Stormwater Project No. SW8 010431 Modification
Bachelor Enlisted Quarters - Jackson Street
AE Project No. 011 12
Dear Linda:
Enclosed please find the following in response to your add -info letter of'November 1, 2004:
• Signed and Notarized Original O & M plans for both bio-retention areas and two
copies.
• Thee copies of revised calculations for the new bio-retention areas of 8,500
(Bio-Retention Area #1) and 8,900 (Bio-Retention Area #2).
We appreciate your assistance with this project. Should you have any questions or need any
additional information or assistance, please do not hesitate to call.
RECEIVED
NOV 12 2004
BY:

OF WArF9 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
c Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: November 1, 2004 No. of Pages: 1
To: Joe Avolis, P.E. From: Linda Lewis
Company: Avolis Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431 Mod.
Project Name: Bachelor Enlisted Quarters -Jackson Street
MESSAGE:
Joe:
I received additional information regarding this application on August 2, 2004. Please
provide the following information prior to November 8, 2004, to continue the review:
1. Please provide original signatures on both operation and maintenance plans.
2. Please provide revised calculations using the new bio-retention areas of 8,500
and 8,900. The calculations you submitted were only as explanation for the C-
values.
RSSlarl: S:IWQSISTORMWATIADDINF0120041010431.nov04
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Sefvice1-877-623.6748 One
Wilmington Reg+onal Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NQrthCaroiina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Past Consumer Paper Naturally

P. 1
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COMMUNICATION RESULT REPORT ( NOV. 1.2004
FILE MODE OPTION
---------------------------
609 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
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Date:
To:
Company:
FAX #:
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ADDRESS (GROUP)
---------------
9-12526336507
1:36PM )
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NCDENR WIRO
PAGE
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E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William C. Ross, Jr,, Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
November 1, 2004
Joe Avolis, P.E. .
Avolis Englneering
252-633.6507 '
Alan W. Klimek, P.E. Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431 Mod,
Project Name: Bachelor Enlisted Quarters -.Jackson Street
MESSAGE:
Joe;
i received additional information regarding this application on August 2, 2004, Please
provide the following information prior to November 8, 2004, to continue the review:
1. Please provide original signatures an both operation and maintenance plans,
2. Please provide revised calculations using the new biorretention areas ^of 8,500

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
July 27, 2004
Mrs. Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Additional Information Submittal
Stormwater Project No. SW8 010431
Bachelor Enlisted Quarters, Jackson Street, Onslow County
N62470-99-R-9127
Dear Linda:
1004
As you requested by your letter of June 16, 2004, enclosed please find the requested additional
information in triplicate for the above -referenced project:
We have labeled the ponding level elevation and the underdrain invert on the
proposed bio-retention area overflow drop box for each bio-retention basin on
revised sheet SWM-2. Please see the "Bio-retention Cross-section with Overflow
Drop Box" detail and the "Typical Infiltration Pond Decant Structure".
2. Please see sheet SWM-2, "Typical Infiltration Pond Decant Structure" for orifice
invert elevations for each infiltration basin.
3. Sheet SWM-3 has been revised to show the additional trees and shrubs. The
minimum caliper size for all trees has been changed to 2 % ".
Pond # I is 8,500 square feet in size.
Required number of trees and shrubs combined:
(8,500 SF/43,560 SF/AC) * 1,000 = 195
49 Trees Provided/147 Shrubs Provided
Pond #2 is 8,900 square feet in size.
Required number of trees and shrubs combined:
(8,900 SF/43,560 SF/AC) * 1,000 = 205
51 Trees Provided/154 Shrubs Provided

4. We have enclosed the originally approved sheets C 104, C 107, C 108, C 109 and
L102 to make the new plan set.
5. Paragraph 3 has been added to the 0&M plans for each basin.
6. Separate, signed and notarized O&M documents are provided for each basin.
Additional information is attached clarifying our "C" value computations.
We appreciate your assistance with this project. We hope that the enclosed information will be
satisfactory to issue a revised permit.
Sincerely,
ti
p . A v o(Is' 4P..
Pres' en

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
July 16, 2004
Mrs. Linda Lewis
Environmental Engineer
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stormwater Project No, SW8 010431 Modification
Bachelor Enlisted Quarters, Jackson Street, Onslow County
A Project no. 01 1 12
Dear Linda:
RECEIVED
JUL 2 6 2004
BY:
We have completed the revisions to the above -referenced project as requested by your letter of
June 16, 2004. We forwarded the revised O &.M plans to Marine Corps Base, Camp Lejeune
but are still waiting for them. Please accept this letter as a request for an extension until I
receive those signed documents back.
I appreciate your patience. Should you have any questions relating to this matter, please do not
hesitate to call.
Sineerely.

�1�1']ul 16 04 08:41a Kevin Rvolis 252-633-6507
r.
VAX TRANSMISSION
AVOLis ENGINEERING, P.A.
P.O. Box 15564'
New Bern, NC 28562
[phone]
Fax: [phone]
[e-mail]
To: Linda Lewis
Fax 4 9 i 0-350-2004
From: Joseph C. Avolis, P.E.
Subject: Bachelor Enlisted Quarters .
COMMENTS:
Date: July 16, 2004
Pages: 2 including cover page
0
P.1

Jul 16 04 08:41a Kevin Rvolis 252-633-6507 P.2
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Caroline 28561 • [phone]
July 16, 2004
Mrs. Linda Lewis
Environmental Engineer
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Storrnwtiter Project No. SWS 010431 Modification
Bachelor Enlisted Quarters, Jackson Street, Onslow County
nL Project no. 01112
Dear Linda:
We have completed the revisions to the above -referenced project as requested by your letter of
June 16, 2004. We fors. arded the revised O &.M plans to Marine Corps Base, Carrrp Lejeune
but are still N aiting for them. Please accept this letter as a request For an extension until E
receive those siencd documents back.
appreciate your patience. Should you have any questions relating to this matter, please do not
hesitate to call,
Sincerely.

�F WAT6 Michael F. Easley, Governor
19 Q William G. Ross Jr., Secretary
G North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 16, 2004
Commander B. D. Pina, CDR/CECIUSN
Marine Corps Base
1005 Michael Road
Camp Lejeu' ne, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 010431 Mod.
Bachelor Enlisted Quarters Jackson Street
N62470-99-R-9127
Onslow County
Dear Cdr. Pina:
The Wilmington Regional Office received previously requested information regarding
the modification to the Stormwater Management Permit Application for Bachelor
Enlisted Quarters Jackson Street on April 21, 2004. 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 label the ponding level elevation, the outlet pipe invert, and the
underdrain invert on the proposed bio-retention area overflow drop box detail,
for each bio-retention basin.
2. Please specify the orifice invert on the decant structure detail for each
infiltration basin.
3. Please provide calculations of the minimum required number of plants to be
planted in each bio-retention basin, as indicated in Section 4.12 on page 53 of
the BMP Manual. These requirements, in short:
a. Provide 1000 trees per acre of bio-retention area. The planting plan
submitted provides only 42 trees.
b. Provide at least 3 different species of tree and 3 different species of
shrub to ensure diversity.
C. Provide a ratio of 2-3 shrubs for each tree. The planting plan
submitted provides only 104 shrubs.
d. Minimum tree caliper is 2.5". Please revise the Acer Ginnala caliper
to 2.5".
4. The details for the original bypass structures for each infiltration basin have
not been shown on the revised plan sheets. Please either add the bypass
details, or you will need to add the originally approved sheets C-107, C-108,
C-109 and L-102, which contain these and other necessary details, to the
new plan sheets that were submitted on April 21, 2004, to make the new
approved plan set.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

Cdr. Pina
June 16, 2004
Stormwater Application No. SW8 010431 Mod.
5. The Operation and Maintenance Plan is missing Section 3, regarding plant
materials. Please add those 3 paragraphs on pages 61-62 from the BMP
manual to the 0&M document.
6. Please provide a separate, signed and notarized O&M document for each
bio-retention basin. This is a requirement imposed on the Division by the AG's
office to eliminate confusion and ensure compliance.
7. Please provide information on the C value computation. Using the pre-
established C-values from the BMP manual, I am getting more minimum
required surface area for each bio-retention basin than is provided. The
minimum surface area for Basin #1 should be 8,446 ftz and for Basin #2,
8,885 ftz. Only 8,177 e and 8,167 ft2, respectively, have been provided.
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 July 16,
2004, or the application will be retumed as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new .originals must be provided. Copies are not
acceptable. If you have any questions conceming this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlad: S:IWQSISTORMWATIADDINF0120041010431.jun04
cc: Joe Avolis, P.E., Avolis Engineering
Linda Lewis
Page 2 of 2

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a
63
x 336,56
11 RECEIVED
AUG" 2 2004 -
_. ---DWQ
PROM #
t

�1
r
COURTHOUSE BAY BEQ'S MCB CAMP LEJEUNE (CONT'D)
BREAKDOWN OF DRAINAGE AREA SURFACES & RUNOFF COEFFICIENTS.
REF. TABLE 8.03a
A "C" YALUE 1.5" STORM RUNOFF
ON -SITE BUILDINGS
ON -SITE STREETS
ON -SITE PARKING
ON -SITE SIDEWALKS
ON -SITE GRAVEL DRIVE
OFF -SITE ASPHALTBLDGS.
PERVIOUS (GRASSED) AREAS
• . Sandy Soil, 2-7%
20,909 SF
0.95
2,483 FT 3
3,049 SF
0.90
343 FT 3 -
51,401 SF
0.90
5,783 FT 3
10,454 SF
0.90
1,176 FT 3
3,920 SF
0.80
392 FT'
25,700 SF
3,052 FT 3
SF
[0�.'95�
v• I�
1,258 FT 3
182,516 SF C= 0.635
TOTAL 1.5" STORM RUNOFF VOLUME = 14,487 FT 3
DETERMINE WATER LEVEL RISE IN FILTRATION POND #1 ASSOCIATED WITH THIS
RUNOFF VOLUME. POND BOTTOM ELEVATION = 8.53 FT (2.6 Meters).
CONTOUR
AREA
(S1)
INCREMENTAL
STORAGE (VP)
CUIVIlMIULATTVE
STORAGE
8.53' (2.6M)
6,576
0
0
9.84' (3.00M)
9,058
10240
10,240
10.99' (3.35M)
10,636
11,324
21,564
DETERMINE POND STAGE ASSOCIATED WITH 1.5" RUNOFF VOLUME.
VOLUME STORED BETWEEN 8.53' & 9.84' COUNTOUR = 10,240CF
VOLUME TO BE STORED ABOVE 9.84' = 14,487 - 10,240 = 4,247CF
POND RISE ABOVE 9.84' CONTOUR = 247 F I0.99' - 9.84) = 0.43'
11,324CF
:. 1.5" STORM POND STAGE = 9.84 FT + 0.43 FT =10.27 FT
10.27 FT = 3.13M
RECEIVED
AUG 6 2 2004
DWQ
PROD #

COURTHOUSE BAY BEQ'S MCB CAMP LEJEUNE (CONT'D)
STORMWATER POND #2
TOTAL DRAINAGE AREA = 4.87 AC = 212,137 SF
t0�-I t -
ON -SITE IMPERVIOUS AREA = 2.61 ACRES = U,3�,O3 SF
OFF -SITE IMPERVIOUS AREA = 0.15 ACRES = 6,534 SF
PERVIOUS AREA GRASSED = 212 137 SF - 1OI.1 �93�F + 6,534 SF)
51
% BUILT -UPON AREA = I� 1
��F +�.534 SF = �6:7°j5 3. (v ak
212,137SF
• INCLUDES OFF -SITE AREA DRAINING INTO PROJECT
BREAKDOWN OF DRAINAGE AREA SURFACES & RUNOFF COEFFICIENTS.
REF. TABLE 8.03a ESCPDM
DESCRIMQN
ON-SITE BUILDINGS
AREA
20,038 SF
ON -SITE STREETS
13,504 SF
ON -SITE PARKING
57,935 SF
ON -SITE SIDEWALKS
8,712 SF
ON -SITE GRAVEL DRIVE
6,970 SF
OFF -SITE ASPHALTBLDG
6,534 SF
PERVIOUS (GRASSED) AREAS. 98.444 SF
212,137 SF
"C" VALUE
1 5"_STORM RUNOFF
0.95
2,380 FT'
0.90
1,519 FT'
0.90
6,518 FT'
0.90
980 FT'
0.80
697 FT'
0.95
776 FT'
4,_5
1,846 FT'
C=0.55
TOTAL 1.5" STORM VOLUME = 14.716 FT'

t
0� WAT Michael F. Easley, Governor
Q William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural kesources
OL— Alan W. Klimek, P.E.,Director
p .r Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: May 28, 2004
To: Joe Avolis, P.E.
Company: Avolis Engineering
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis Ao�
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431 Modification
Project Name: BEQ Phipps Road
MESSAGE:
Dear Joe:
l promised Jack Daft I would review this application this morning, however, several
emergencies arose that took my time. I have started the review, but will have to finish it
on Tuesday, or maybe even later. I am involved in an injunction action that will require a
lot of my time over the holiday weekend till June 3. Please be patient, and have a good
holiday.
P.S. Please convey this message to Mr. Daft. Thanks.
RSSlarl: S:IWQSIST0RMWATIADDINF0120041010431.may04
N. C. Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405
[phone]
[phone] Fax
Customer Service
1 800 623-7748

P. 1
COMMUNICATION RESULT REPORT ( MAY.28.2004 11:38AM )
FILE MODE
- - 128MEMORY TX
�.,T7I NCDENR WIRO
OPTION ADDRESS (GROUP) /RES?LT PAGE
--------------------------------------------------------------------------
8-2526356507 OK P. 1i1
----------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
0� \N'A P4 Michael F, Easley, Governor
Q William G. Ross Jr. Secretary
6-North Carolina Department of Environment and Natural resources
COW
> Alan W. �lvat
Klimek P,E.,Dire ctor
Q Division ofer Quality
Coleen H. Sullins, De uty Director
Division of Water Quality
FAX COVER SHEET
Date: May 28, 2004
To: Joe Avolis, P.E.
Company: Avolls Engineering
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWC Stormwator Project Number: SW6 010431 Modification
Project Name: BEQ Phipps Road
MESSAGE:
Dear Joe:
I promised Jack Daft I would review this application this morning, however, several
emergencies arose that took my time, I have started the review, but will have to finish if
on Tuesday, or maybe even later. I am involved in an injunction action that will require a
lot of my time over the holiday weekend till June 3. Please be patient, and have a good

AVQLIS ENGINEERING, P.A.
P.O" Box",16'6'64 1-' New", Bern, North Carolina 28561 • [phone]
0'tj iir,� i 1 AI i 4: Dn
March 25, 2004
Mrs. Linda Lewis
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stornnvater Permit No. SW8 010431 Modification
Bachelor Enlisted Quarters Courthouse Bay
Marine Corps Base Camp Lejeune, North Carolina
Dear Linda:
FAPR
ECEIVED
1 ZUU4
Enclosed please find three copies of the following in response to your add -info letter of February
13, 2004:
• Revised plan sheets proposing a bio-retention area versus an extended detention
wetland.
+ Revised calculations to include the proposed bio-retention area.
• Revised Operation and Maintenance Plan (signed and notarized).
• Revised Storrnwatcr Management Narrative.
As we discussed by telephone on March 24, 2004, we are abandoning the idea of seeking any
Stormwater credit for the infiltration trenches. We will leave the trenches in place. Therefore
item numbers 2, 3, 6, 8 and 9 of your comments are no longer applicable.
1 tern # 1
Since we are not using the infiltration trenches any longer, our original project drainage plan
sheets apply with no modifications. New drawings are provided which show the new bio-
retention area planned, cross-section and other details.
Item #4
We have proposed a bio-retention area in place of the extended detention wetland. Bio-retention
area sizing is provided in the calculations. Bio-retention area planting by a landscape architect is
provided on the plans.

Item #5
We have designated one location at each of the two infiltration ponds to receive a groundwater
monitoring well. We did not receive back the original infiltration basin supplement. ll'you need
anything initialed, please fax to me at [phone].
Item #7
A signed and notarized Operation and Maintenance Plan for the proposed bio-retention area is
enclosed.
Item # 10
The excavated and stabilized areas around the orifices of the two decent structures has been
added to the detail.
Item # 1 l
The flow into the draw -down pipe is controlled by the single I %4" orifice on the end of the pipe.
The several 3/4" holes are in the stand pipe and only get water to the primary orifice. The
numerous 1/4" holes will alleviate clogging as an issue.
I appreciate your assistance with this project and your time on the telephone. Should you have
any questions relating to this matter or need any additional information or assistance, please do
not hesitate to call.
Sincerely,
o is,
4sient

STORMWATER MANAGEMENT NARRATIVE APR 9, 1 COp4
L'Uy.
Bachelor Enlisted Quarters, Courthouse Bay
Marine Corps Base Camp Lejeune
Stormwater Project No. SW010431 Modification
This project proposes modifications to the original storrnwater treatment system which included
two separate storrnwater infiltration ponds. The site drains to SA waters. Tthe original ponds
were sized to hold the runoff from the one and one-half inch rainfall event. The infiltration
ponds have not been infiltrating quickly enough so additional storrnwater treatment measures are
proposed.
A bio-retention area is proposed to receive discharge from the two existing storrnwater
infiltration ponds. Decanting structures are proposed for each of the two existing storrnwater
infiltration ponds to draw down the stored runoff within a 5-day period. The bio-retention area
is seized in accordance with the NCDENR BMP manual. The bio-retention area is landscaped
with plant species as recommended by the BMP manual. The maximum water depth in the bio-
retention area will be 9 inches. A catch basin outlet structure is provided to limit the bio-
retention area maximum water depth to 9 inches. The catch basin outlets to a pipe equipped with
a previously permitted level spreader and vegetative filter.
The existing bypass structures for the two existing infiltration ponds will divert runoff around the
treatment system in the even of back-to-back design storms. This runoff will still discharge to
the previously permitted level spreader and vegetative filter. The two infiltration ponds will
decant to the new bio-retention area within a 5-day period so that the infiltration basins will be
available to receive additional storrnwater runoff.
Stormwater runoff from the site will receive the benefit of having some infiltration capacity in
the two infiltration ponds in addition to treatment in the proposed bio-retention area.

OPERATION AND MAINTENANCE PLAN RECEIVED
Bio-Retention Area
Bachelor Enlisted Quarters APR 2 1 2004
Courthouse Bay DwQ
Marine Corps Base Camp Lejeune PROD # i W-010431 MW
Stormwater Project # SW8 010431 Modification�'--
A bio-retention area is being provided for additional stormwater treatment downstream ofthe
two intiltration ponds on the site. The following minimum operation and maintenance criteria
will apply at the site.
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAR
SOIL
Inspect and Repair Erosion
Visual
Monthly
Monthly
ORGANIC LAYER
Remulch any void area
By Hand
Whenever Needed
Whenever Needed
Remove previous mulch layer before
By Hand
Once every two or
Spring
applying new layer (optional)
three years
Any additional mulch added
By Hand
Once a Year
Spring
PLANTS
Remove and replacement of all dead
See Planting
Twice a Year
3/15 to 4130 and
and diseased vegetation considered
Specifications
10/1 to 1 1/30
beyond treatment
Treat all diseased trees and shrubs
Mechanical or
NIA
Varies, but will
By Hand
depend on insect
or disease
infestation
Watering plant material shall take
By I -land
Immediately after
N/A
place at the end of each day for
completion of project
fourteen consecutive days and after
planting has been completed
Replacement of support stakes
By Hand
Once a Year
Only remove
stakes in the spring
Replace any deficient stakes or wires
By Hand
Whenever Needed
Whenever Needed
Removal of plant litter and other trash
By Hand
Whenever Needed
Whenever Needed
which may clog the bypass outlet

GUIDELINES
Planting Soil
Urban plant communities tend to become very acidic due to precipitation as well as the
influences of stormwater runoff. For this reason, it is recommended that the application
of an alkaline substance, such as limestone, be considered once or INvice a year. Testing
of the pH of the organic laver and soil should precede the limestone application to
determine the amount of limestone required.
Soil testing_ should be conducted annually so that the accumulation of toxins and heavy
metals can be detected or prevented. Over a period of time, heavy metals and other toxic
substances Nvill tend to accumulate in the soil and the plants. Data from other environs
such as forest buffers and Grass swales suggest accumulation of toxins and heavy metals
within five years of installation. However, there is no methodology to estimate the level
of toxic materials in the bio-retention areas since runoff, soil and plant characteristics
will vary from site to site.
As the toxic substances accumulate, the plant biological functions may become impaired,
and the plant may experience dwarfed growth followed by mortality. The biota within
the soil can also perish and the natural soil chemistry may be altered. The preventative
measures would include the removal of the contaminated soil. In some cases, removal
and disposal of the entire soil base, as well as the plant material, may be required.
?. Mulch
Bio-retention areas should be mulched once the planting of trees and shrubs has occurred.
Am.- around cover specified as plugs may be installed once the area has been mulched.
Ground cover established by seeding and/or consisting of grass should not be covered
with mulch.
r
0 o
B.D. Tina. CDR/CECiUSN
Date
1. Alice Bonnette , a Notary Public of the County of Onslow ,State of North Carolina ,hereby
certifv that B.D.Pina appeared before me this day and being duly sworn acknowledge that the
above form was executed by him.
N' itness my hand and notarial seal, this 0 day of 2004.
Notary
My commission expirest%�'u,r�

AVOLIS ENGINEERING, P.A.
—�i P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Via: fax [phone]
1 �
March 8, 2004 ��'� 0
Mrs. Linda Lewis
NC Division of' Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension iJ l V
Wilmington, NC 28405
RE: Stormwater Permit No. SW8 010431 Modification
Bachelor Enlisted Quarter Courthouse Bay, Onslow County
A Project No. 0 1112
Dear Linda:
In order to respond to your request for additional information for the above -referenced project, it
is requested that a time extension be provided from March 13, 2004 to March 31, 2004. 1 would
alos like to be able to talk with you via telephone regarding the acceptability of being able to use
a bio-retention system for this site.
Your assistance with this matter is appreciated. Should you have any questions relating to this
matter, please do not hesitate to call.
Sincerely,
cc: Applegate Architects

OF WArF9 Michael F. Easley, Governor
p William G. Ross Jr., Secretary
4 7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 13, 2004
Commander B.D. Pina, CDRICECIUSN
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 010431 Mod.
Bachelor Enlisted Quarters Courthouse Bay
Onslow County
Dear Cdr. Pina:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Bachelor Enlisted Quarters Courthouse Bay on December 1, 2003. A preliminary
review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
The submitted drawings do not contain a sufficient level of detail to act as
the modified plans. Sheet SWM-2 is a faded, partial copy of the approved
sheet C-104, the grading plan. I am unable to replace C-104 with SWM-2
since the grading has been altered and not all of the project is shown on
that sheet. In order for the Division to maintain a complete understanding
of what has been permitted, it is imperative that the new drawings be able
to replace existing drawings. Please provide an exact copy of all of C-104
with the appropriate revisions.
2. You are showing four separate runs of infiltration trench, therefore, there
should be 4 infiltration supplement forms. Only two have been submitted.
3. Please delineate the single drainage area for each of the four trenches
shown. The section arrows shown are not enough to convey this
information.
4. The BMP Manual for extended detention wetlands requires a 2-5 day
drawdown, which will not meet the SA classification design criteria for an
offline system. Perhaps bio-retention is more of what you had in mind,
since it is an off-line system like infiltration. Please provide sealed, bio-
retention sizing calculations. Design requirements are found in Chapter 4
of the Best Management Practices Manual. Simply stating the area and
volume provided in the bio-retention area is not sufficient. You must
calculate the minimum design requirements based on the criteria
described in Chapter 4 of the BMP Manual. Also, submission under the
alternative bio-retention option requires a planting plan to be prepared by
a licensed professional.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
ITAN
NCDENR

Cdr. Pina
February 13, 2004
Stormwater Application No. SW8 010431 Mod.
5. Since the original basins are not infiltrating as designed, the rules allow
the Division the flexibility to require monitoring wells to determine the
seasonal groundwater fluctuations. Please initial item (s) on the
supplement, and provide well locations on the plans in the vicinity of the
existing infiltration basins.
6. In order to allow the lowering of the bypass weirs in the infiltration ponds,
please provide verification that the trench bottom elevations are at least 2'
above the Seasonal High Water Table. If the trenches cannot meet this,
then we are permitting a similar situation as currently exists, which is not
what the Division wants to do. If the bottoms vary as the slope of the
swale above it, please make sure the revised plans show the inverts at
ebch end.
7. Please provide a signed and notarized Operation and maintenance plan -
for the bio-retention area.
8. Please initial item (p) on the supplement. The trench detail indicates that
geotextile fabric is provided around the trench.
9. Item (u) on the supplement must be initialed. Normal Operation and
Maintenance of the trench system will not be possible without knowing the
cleanout benchmark.
10. Please show the excavated area around the orifice of the decant structure.
This is necessary in order to prevent clogging.
11. The consultant has determined the orifice size based on a 5 day
drawdown, but the decant structure shows several 3/4" holes in addition to
the 1-1/4" or It does not appear that the flow through these orifices
been considered in regard to draw down time.
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 March 13,
2004, 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 need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Page 2 of 3

Cdr. Pina
February 13, 2004
Stormwater Application No. SW8 010431 Mod.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
r
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINFO120041010431.feb04
cc: Joe Avolis, P.E., Avolis Engineering
Linda Lewis
I
Page 3 of 3

LETTER OF TRANSMITTAL
Data:
To:
Address: D E V IZ
_ 1 Z7 Ci42 '9 1Iy 4 Z -. _rJ�
w i z- wt t -rvo rq • •zg 4o S
Pro=ect No.: Project Name:
GL22Gr✓7
we are sending you
n
the following items:
copy to
sign
remarks
attached O under separate cover via O
shop drawings O
copy of fetter O
prints O
change order O
copies
Applegate
architects
POST OFFICE ;BOX 399
NEW BERN NC 28563
}
ore I �..t_w Fl l
12 2?03 ;!
Ali
no. date description iz
samples O
specifications O
plans O
these are transmitted for bids due 19.__..___ O
these are prints returned after loan to us O
it encrosures are not as notea. Kmory noury us at once.

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OFFICE USE ONLY
Date Received Fee Paid Permit Number
114W
State of North Carolina
Department of Environment and Natural Resources
J �J
Division of Water QualityEC Z�Q3
STORMWATER MANAGEMENT PERMIT APPLICATION EU$M�,�—'_"_
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual. etc. who owns the project):
Commanding General, Marine Corps Base, Camp Lejeune, North Carolina
2. Print Owner/Signing Official's name and title (person Iegally responsible for facility and compliance):
BD Pina, CDR/CEC/USN
3. .Mailing Address for person iisted in item 2 above:
Commanding General (Code 405) /UU S Hlch2eI eb2c _
City: MCB Camp Lejeune T - - - State, NC zip. 28542-0004
Telephone Number: ( 910 i - 451-3238
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bachelor Enlisted Quarters Cct,# 4F1yq-� f3�
ggmp Lejeune North Carolina
5. Location of Project (street address):
Jackson Street
City: Cam Lejeune County: Onslow
6. Directions to project (from nearest major intersection):
From the intersection of Marines Road & NC highway 172 at the entrance to
Courthouse Bay_._ South 1500' on Marines Road. East on Grace Lane 1400'.
Site is on the right.
7. Latitude: 34' - 35-183' N Longitude: 77' - 21 .966' W of project
8. Contact person who can answer questions about the project:
Name: Joseph C. Avolis, P.E. Telephone Number: 252 633-0068
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number Sw8 010431 and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major X Sedimentation/Erosion Control �404/401 Permit _ _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
Stormwater runoff on the site is currently treated in two existing infiltration
ponds that are�not drying as intended. This project proposes a constructed
wetland to recieve decanted discharge from the two ponds.
2. Stormwater runoff from this project drains to the White Oak
3. Total Project Area: 9.06 acres 4. Project Built Upon Area:
5. How many drainage areas does the project have? 2
River basin.
58 0/
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Courthouse Bay
Courthouse Bay
Receiving Stream Class
SA
SA
Drainage Area
182,516 SF
212,137 SF
Existing Impervious` Area
25,700 SF
6,534 SF
Proposed Impervious`Area
115,434 SF
113,693 SF
% Impervious` Area'(total)
77. 3%
56. 7%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
20,909 SF
20,038 SF
On -site Streets
3,049 SF
13,504 SF
On -site Parking
511401 SF
57,'935 SF
On -site Sidewalks
10 454 SF
8 712 SF
Other on -site
3,920 SF
6,970 SF
_YIS I" J
25,700 SF
6,534 SF
Total: 115,433 SF
Total: 113,693 SF
Impervious area is defined as the built upon area Including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fonn SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? - it"F— V 1517- { ' [0F4;9AJrt\{C _ 5uRv1s{,
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided ds an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than _ 229,127 — square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. 5wales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff frorn outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form S 1X`U-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below, The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern
Phone: ( 252 ) 633-0068
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 28561
Fax: ( 252 ) 633-6507
1, (print or type name of person listed in General Information, item Z) BD Pina, CDR/.CBC/USN
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be corded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. � }
Sig
MOM.M,
Form SWU-101 Version 3.99 Page 4 of 4
Date: U

�! 4
P. 1
FILE NODE OPTION
408- MEMORY TX
COMMUNICATION RESULT REPORT ( NOV.25.2003 12.47PM )
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------- -----------
e-2526336793 OK P. 1/1
-
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
C� WATER Michael F. Easley, Governor
112
4) William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural resources
Alan W, Klimek PE.,Director
p Division ofWiter Quality
Coleen H. Sullins, De� puty Director
Division of Water Quality
FAX COVER SHEET
Date: November 25, 2003
To: Jack Daft, RLA
Company: Applegate Architects
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX ## [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431
Project Name: BEQ N62470-99-R-9127
MESSAGE:
Dear Jack:
Thanks for the original signature on the supplements, but I also need an original
signature for the application, which was also requested on November 14, 2003.
Have a good Thanksgiving)

Q� WATFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
vNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
.� Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: November 25, 2003
To: Jack Daft, RLA
Company: Applegate Architects
FAX #: [phone]
No. of Pages: 1 AO�
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431
Project Name: BEQ N62470-99-R-9127
MESSAGE:
Dear Jack:
Thanks for the original signature on the supplements, but I also need an original
signature for the application, which was also requested on November 14, 2003.
Have a good Thanksgiving!
Linda
RSSlarl: S:IWQSISTORMWATIADDINF0120031010431-2mod. nov03
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service Aw
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NOE".

LETTER OF TRANSMITTAL
Date:
To:
Address: p E fur & — .0 lA>
11L.7.C-A
w t fL 1 4 IT o to
Project No.: Project !Name: V N
K42'+70-ia-2•'IIz7
we are sending you
the loilowing items:
attached o under separate cover via o
shop drawings O
copy of letter
prints O
change order O
copies
samples O
specifications o
plans o
O
no. date description
these are transmitted for bids due 19 O
these are prints returned after loan to us O
applegate
architects
POST OFFICE BOX 399
NEW BERN NC 28563
copy to
signed a, tf enclosures are not as noted, kindly notify us at once.
remarks _ L,►.] G'L. 0 4i is [� i �j d KJ !n 1I✓,4 2_
I T iiA0vQ% L 14 a D -g�is?J T dTZI<R L
FS uT I r1A 5 w iLaNG. --

Z -I - ")
3.
:i,

LETTER OF TRANSMITTAL Cv IQ� 21C
Date:
To;12&---LLW-
Y
Address: ' 'P«.%
1-" «m IPI*t A,. W ■%. a l e ate
WIL.-A WGTarl �c- Z8gko� E" g
Project No.: 7� 71 Project Name: Z+: -A f.n architects
POST OFFICE BOX 399
NEW BERN NC 28563
S9 J goo EON
we are sending you attached ' V under separate cover via O
the following items: shop drawings O samples O
copy of fetter O specifications O
copy to
signed
remarks
prints gy
change order O
copies
.S
plans p,
Gp4.av"q&pe4`r
no. date description
these are transmitted for bids duo 19- O
these are prints retumed after loan to us O
tiZ LAI,
_ 2003
L
enclosures are not as noted, kindly notify us at once.
3

<41'WA.1 Af'.O ;i :.:.r���
..tit' -lt=z;•�'.'�'�.:�• 1�.•t•,

O� W A T �9QG
� r
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: September 30, 2004
To: Jack Daft
Company: Applegate Architectects
FAX #: [phone]
Alan W. Klimek, P.E. Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431
Project Name: BEQ N62470-99-R-9127
MESSAGE:
Jack:
The Division has carefully considered your request to eliminate the permitted
infiltration system and convert the area to bio-retention. A permit modification was
received on December 1, 2003, after the infiltration basin had failed to function
adequately in accord with the drawdown requirements of the stormwater rules.
The Division is of the opinion that simply replacing the infiltration system with the
bio-retention system will not improve the situation. We recommend continuing with
the modification as submitted, with the infiltration basins overflowing into newly
constructed bio-retention areas.
If you have any questions, please do not hesitate to call Rick Shiver at (910) 395-
3900.
RSSlarl: S:IWQSISTORMWATIADDINF0120041010431.sep04
M. Kevin Avolis, P.E., Avolis Engineering (FAX [phone])
I
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
One
An Equal OpportunitylAffirmafive Action Employer — 50% Recycledl10% Post Consumer Paper XhCarolina
turallty

FILE MODE
— 209 MEMORYTX
P. 1
COMMUNICATION RESULT REPORT ( SEP.30.2004 10:02AM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
----------------___-----------------------------------------------------------
8-2526336507 OK P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
O�QF 1NAT ,4 � Michael F. Easley, Govemar
� p William G. Ross, Jr,, Secretary
f- North Carolina Department of Envtronment and Natural Resources
p Alan W. Kllmek, P.E. Director
Division of Water Quality
FAX OVER SHEET
Date: September 30, 2004
To: Jack Daft
Company: Applegate Archit etects
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SWS 010431
Project Name: BEQ N62470-99-R-9127
MESSAGE:
Jack;
The Division has carefully considered your request to eliminate the permitted
infiltration system and convert the area to bio-retention. A permit modification was
received on December 1, 2003, after the infiltration basin had failed to function
adequately in accord with the drawdown requirements of the stormwater rules,

P. 1
FILE MODE_____
208 MEMORY TX
COMMUNICATION RESULT REPORT ( SEP.30.2004 10:01AM )
TTI NCDENR WIRO
OPTION i —� ADDRESS (GROUP) ---------------RESULT
PAGE
--
---------------------- —8-2526336793 --�--------------- OKP. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
��� war�RQ
,4
D Y
I
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
Alan W. Klimek, P,E, Director
Division of Water Quality
FAX COVER SHEET
Date: September 30, 2004
To: Jack Daft
Company: Applegate Architectects
FAX #: [phone]
No, of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Protect Number: SW$ 010431
Protect Name: BEQ N62470-99-R-9127
MESSAGE:
Jack:
The Division has carefully considered your request to eliminate the permitted
infiltration system and convert the area to bio-retention. A perm4 modification was
received on December 1, 2003, after the infiltration basin had failed to function
adequately in accord with the drawdown requirements of the storrnwater rules.

P. 1
1P
FILE MODE
135--MEMORY TX
* * * COMMUNICATION RESULT REPORT ( NOV.14.2003
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
- 02526336793
5:41PM )
TTI
RESULT
-----------
OK
NCDENR WIRO
PAGE
---------- - P. 11
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
WA11, Michael F. Easley, Governor
William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural resources
Alan W. Nimok P.E,�Director
Division ofW ater Quality
Caleen H, Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: November 14, 2003
To: .lack Daft, RLA
Company: Applegate Architects
FAX #; 252-633-6793
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # 910.,350-2004
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431
Project Name: SEQ N62470-99-R-9127
MESSAGE:
Dear Jack:
I am unable to accept a photocopied signature on the application and supplement.
Please submit originals only.
Thanks.

OF V A TFR Michael F. Easley, Governor
O� p� William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: November 14, 2003
To: Jack Daft, RLA
Company: Applegate Architects
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010431
Project Name: BEQ N62470-99-R-9127
MESSAGE:
Dear Jack:
I am unable to accept a photocopied signature on the application and supplement.
Please submit originals only.
Thanks.
RSSlarl: S:IWQSISTORMWATIADDINF0120031010431 mod.nov03
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
[phone] Fax
Customer service
1 800 623-7748
;I4CUE-NR

Status Report - BBQ Le.leune
Subject: Status Report - BE LeJeune ���
J P Q 0
From: "Steven Kent" <[e-mail]>
Date: Thu, 9 Oct 2003 09:51:15 -0400
To: "Linda Lewis" <Linda.Lew [e-mail]>, "Tommy Hayes"
<[e-mail]>, <[e-mail]>, "Jack Daft"
<jdaft@applegatearch itects.com>
Ms. Lewis -
We have completed the topogarphic survey and soils investigation.
We have also completed preliminary design and are developing final calculations
and are revising the permit application. The hurricane has delayed our schedule.
We plan to submit drawings -and calculations by October 30th.
Jack Daft, RLA..
Steven J. Kent, AIA Associate
Senior Project Manager
Applegate Architects
P.O. Box 399 New Bern, NC 28563
Ph:252.633.5603 Fx:252.633.6793
skent(cD-applegatearchitects.com
www.applegatearchitects.com
Established 1978 - Celebrating 25 years
1 of 1 10/9/2003 2:54 PM

BEQ Alternative
Subject: BEQ Alternative
From: Linda Lewis <Linda.Lewis @ncmai1.net>
Date: Fri, 05 Sep 2003 12:34:51 -0400
To: Ashton GS12 Brynn T <[e-mail]>, Joe & Kevin Avolis
<[e-mail]>
Dear Brynn and Joe:
I received comments back from Raleigh regarding use of a constructed wetland.
As I expected, it is an allowable option butonly if it does not discharge in
response to the 1.5" design storm. That means that when it rains, all the runoff
from the first 1.5" is contained and stays in the wetland and is not discharged
except via infiltration through the bottom. If it rains more than 1.5", only the
excess is allowed to bypass through a 50' vegetated filter.
Linda
1 of 1 9/5/2003 12:35 PM

BEQ_ Stormwater
Subject: BEQ Stormwater
From: Ashton GS12 Brynn T <[e-mail]>
Date: Thu, 4 Sep 2003 16:06:22 -0400
To: "'[e-mail]"' <[e-mail]>
CC: Marshburn GS 13 David V
<[e-mail]. navfac.navy. miI>, Paul GS 13 Neal N
<[e-mail]>
Linda
I received your voicemail from yesterday. We have instructed Joe
Avolis to
complete a permit modification for the various infiltration
alterations that
Jack instituted at the BEQ site. He will have that to you next
week.
However, we would also like Joe to design any additional changes to
the
permit that are required to provide acceptable treatment of
stormwater. Joe
has recommended two possible solutions: 1) creation of a wetlands
downstream
of the outfall of the existing infiltration basin, and 2)
converting the
existing infiltration basin into a wet detention pond and pumping
the
outfall effluent to an area that is classified as SC. Joe thought
that you
wanted to check with Raleigh to get more information on these
options, prior
to his initiating the design. Our preference is to create a
wetlands, since
we would like to avoid the need for pumps. If this is definitely a
non --starter, we will have the consultant initiate alternative 2.
As Vann
Marshburn mentioned in the conference call in July, the contractor
is very
anxious to resolve this problem, since we have with held a large
amount of
money until all issues are resolved.
Brynn Ashton
Environmental Engineer
Environmental Management Division
Marine Corps Base, Camp Lejeune, NC
Phone: [phone] (DSN 751)
e-mail address: [e-mail]
1 of 2 9/5/2003 12:37 PM

DEPARTMENT OF THE NAVY
r RESIDENT OFFICER IN CHARGE OF CONSTRUCTION
I NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS
1005 MICHAEL ROAD
CAMP LEJEUNE NC 28547-2521
C Construction Company, Inc.
P. 0. Box 8270
Jacksonville, NC 28541
Re: N52470-99-C-9127/AWD - BEQ, COURTHOUSE BAY
Gentlemen:
TEL. [phone]BiX2
DSN. 751-25B1
IN REPLY REF ER TO:
Ctrl No. 2977
N4247099C91271AWD
18 MAR 2003
The Sedimentation Inspection Report documenting disrepancies found 12 March 03 by state inspectors is
attached for your review. Specifically, the small pond and the area below the small pond need additional
ground cover. The silt fence downslope of both small and large ponds needs to be cleaned out. The large
pond does not have sufficient capacity. The drainage on site has been an issue of concern for many months.
Please notify the ROICC in writing on how and when these disrepancies will be corrected.
Your continued cooperation toward completion of this contract is appreciated.
Sincerely,
Tabitha Pierzchala
LT, CEC, USN
Assistant Resident Officer
In Charge of Construction
Copy to: Vann Marshburn
Enclosure: Sedimentation Inspection Report
Quality Performance... Qualify Results

#
SEDIMENTATION INSPECTION REPORT
- NORTH CAROLINA. DEPAR.T&ffl iT OF-ENHJ?ONhBNT ANTI NA7 UPaL RESOURCES —
*` IlND QU�iL1TY5ECTI0N,Jr27 Cardi>Fal Drive, ssr., jfrimingtor�, N . 28d05-3843 (91t7J 395-39t70, r aj f ,
County `d 'i 1 i ; Project: �f / / /f` (, I iC l rt_ i River Basin {u �
:Person Financial) Rcsponsiple:l ',_ 1c i�"" ' L_ Project #
.Address: r,�; ,� 1i;1 l� t.1L. +� r��
I. Project Location!; - ( " .. 'i i k� / . Pictures: No 01" Yes ❑ J Prints Q Slides ❑ " Digital- -Cl
: 2_ Weather and Sod Conditions I r' 4- 4 .l ?.a
3. Is',sitcxurrently.under notice of violation? Yes" 0 No lIq-
4. Is the -site in compliance with the S.P.C.A. and.the-rules? - - Yes, Cl - No Cp- If no, check violations:below:
5. Violations:
❑ a: 'No, approved plan,.G.S.,113A-5.7(4);and-l5A-NCAGD4B.0I07(c) 0-g.- Inadequate, buffer zone, G.S. 113A-57(1)
❑:b.. Failure to:follow approved plan, G.S. 113A-61.1 ❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
❑ c: Tailure,to submit revised.plan, G.S. 113A-54.1(b) and nor I 5A NCAC 04&0124 (d)
,,-fSA NCAC 04$.0118(a) Cd'f nprotected exposed slopes, G.S. 1 I3A-57(2)
_02"d. Failure to provide adequate groundcover, G.S. 113A-57(3) and f�failure to maintain erosion control measures,
15-A-NCAC 04B.01.07(b)-or ISA-NCAC 04B:0124(e) ISA NCAC 04B.0I 13-
❑ c. Insufficient measures to retain sediment on site, G.S. 113A-57(3) ❑ k. Other(describe)..
❑ f. Failure to take all reasonable meastues,.ISA NGAC 048:0105.:.... _'
6. Potential:NPDE$;Perinit_VjoIation�es i } Na�1Describe
7. Has sedimentation damage occurred since last inspection? `Yes❑ If yes, where? (check all that apply): No Q�--
Lake/natural watercourse on the tract 0.._. Lakeinatural-wawcourse-eff-the-tract--O--.-Other properly. ❑
Description:
• ' ' Degnt:c of damage: Slight ❑ _Moderate ❑ Severe ❑ .
onrad a wt ame { Yv 1 { rt?�t r �f..tiJ Iytle
InspectionReport::gir+emCl r' or senr:L7 to Person Frraricially Rcapoiistble ' " " Date givert/scnt i
9=. Corrective: acnonsmeeded.'
Wahl
rill
VV
1a. comtrtonts: ..rf �(_ i re [}� 1�t
,,, n � �'.�f' -f �^} U �? t� i r' ` �-! i•. � r� �-!'„. : � �t � I ± r`.' l.. �� � 'U �! �'
.',Rtportby' - v.G C i ,I� / Y ;f ai1V _ _ Qthers.present r .:VL
Date:of.Inspecrion: �`/ 1:�✓'� Time arriving at site:_ �! ! �,` �� Time leaving site: /'' 4

Alf"q
COt+fSrSWrM
CVNPANY
INCOHPOOATED
I"
PLEASE REPLY TO:
P.O. Box 159
Jacksonville, NC 28541
919.347.4160
FAX 919 . 347 . 2107
Resident Officer in Charge of Construction
NAVFACENGCOM Contracts
1005 Michael Road
Camp Lejeurie, NC 28547-2521
Attn: LT. Tabitha Pierzchala
Dear Lt. Pierzchala:
March 25, 2003
Re: Bachelor Enlisted Quarters
Contract No. N62470-99-C-9127
MCB, Camp Lejeune, NC
3212 Chandler Highway
Tyler, TX 75702
903 • 597 • 1500
We are in receipt of your letter dated 18 March 2003 concerning a Sedimentation Inspection Report on y
the above referenced project.
On or before March 26'h all of the erosion items will have been completed. In response to the comment
relative to the large pond not having sufficient capacity we are contacting the state to find out the
meaning of this comment. The following is a brief history of both of these ponds and our efforts in
complying with the requirements of the contract and the state on a marginal site.
1 • We employed a licensed North Carolina professional to design these ponds in accordance with
the requirements of the State of North Carolina.
2. The State of North Carolina reviewed the design and issued a permit for the construction of
these ponds as they are presently constructed.
3. Approximately six months ago a verbal comment was made that the ponds were not infiltrating
within a period of five days.
4. We at that time requested that the designer of record come back in and review the ponds and
provide us with his comments. Mr. Joseph Avalis and Mr. Jack Daft, RLA reviewed the
infiltration ponds and had soil samples taken both inside and outside the pond and reported their
findings to us. We passed these on to ROICC in our letter dated November 18", 2002.
5. Their findings indicate that we had constructed the ponds in accordance with his design.
6. Subsequent to that report Mr. Vann Marshburn arranged a meeting with the state on site for us
to again review the status of the ponds and go over that report with the state. We convened on
the site and looked at the ponds and in fact toured the entire site with the state.
7. There was much discussion as to why the ponds did not appear to be infiltrating into the soil
over the period of five days. The state person explained that the ponds were to receive the first
inch and a half water from the covered area and that it should infiltrate over a period of five
days assuming no additional rain or water was added. It was quite obvious to all there that the
ponds were not infiltrating at that particular rate.

ROICC -- Attn: Lt. Tabitha Pierzchala March 25, 2003 Page 2
8. We then reviewed the remainder of the site with the person from the state and discussed some
other measures that we might take as soon as the extremely wet weather that we have had over
the last one hundred plus days returned to some norm.
9. Since that meeting we have installed approximately one thousand LF of infiltration trenches
around the site and we have installed three smaller ponds located at various places around the
site. These should help the two ponds in that they will take a portion of the water from the site
in lieu of it going into one of the two ponds.
10. In general the ideal situation for infiltration ponds is that the bottom of the pond be two foot
above the water table. On the BEQ site over the last six to eight mouths we have not had a
time when the water table anywhere on site was more than about thirty inches below finish
grade. This includes the point highest on the site which is next to the office trailer.
Regardless of the fact that the designer has attested that we build the ponds according to the design and
the state in our last meeting and other conversations have not indicated any different. In fact the state
concurred that they believe that we did build them in accordance with the design even though it is not
working as it relates to infiltrating the contents of the pond into the soil over a five day period. We
have however and in order to assure ourselves and all other parties as to the proper construction of
these ponds employed Parker & Associates to review all information as it relates to the ponds,
including the original permit and all other information that has been accumulated relative to these
ponds.
We also wish to comment that no one from the state that I have talked to over the past six to eight
months has ever indicated in any way that there was not enough capacity in the ponds. We are asking
Parker and Associates to discuss this with the state and make recommendations back to us. We will
provide you with their recommendation as soon as they are received.
Should you have any questions please feci. free to call me.
Sincerely,
C CONSTRUCTION CO., INC.
To �L. Hayes
Vice President of Eastern Office
TLH :j
cc: Tyler
cc: File

STORMWATER MANAGEMENT NARRATIVE
BACHELOR ENLISTED QUARTERS
COURTHOUSE BAY
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
THIS PROJECT CONSISTS OF STORMWATER TREATMENT SYSTEM
MODIFICATIONS TO THE TWO COURTHOUSE BAY BEQ INFILTRATION PONDS
CONSTRUCTED UNDER DWQ PERMIT #SW8 010431. THE ORIGINAL PROJECT
CONSISTED OF TWO MULTI -STORY BEQ QUARTERS AND ASSOCIATED ASPHALT
PARKING AREAS. THE ORIGINAL SITE BUILT -UPON AREA OF 58% WILL REMAIN
THE SAME. THE 1.5 INCH DESIGN STORM WILL REMAIN THE SAME.
THE TWO EXISTING INFILTRATION PONDS HAVE NOT FULLY INFILTRATED
FOLLOWING THE 1.5 INCH RAINFALL EVENTS. TO REDUCE THE RUNOFF LOAD ON
THE POND, A TOTAL OF 1,240 LINEAR FEET OF 2' x T INFILTRATION TRENCHES
WERE EXCAVATED WITHIN THE SHALLOW GRASS PARKING LOT SWALE SYSTEM
AT THE FRONT OF THE SITE. THE TRENCHES DO NOT HAVE AN OUTLET
DISCHARGE TO EITHER OF THE TWO EXISTING PONDS OR ANY OTHER DRAINAGE
POINT. THE INFILTRATION TRENCHES ARE CONSTRUCTED IN SANDY SOIL.
THE MODIFICATION ALSO PROPOSES THE EXCAVATION OF A CONSTRUCTED
WETLAND DOWNGRADIANT OF THE TWO INFILTRATION PONDS. THE
CONSTRUCTED WETLAND WILL PROVIDE ADDITIONAL SURFACE AREA (216%
INCREASE) ON THE SITE FOR STORMWATER TREATMENT. ORIFICE DRAW DOWN
DEVICES ARE PROPOSED FOR EACH OF THE TWO EXISTING INFILTRATION
PONDS. THE STRUCTURES ARE DESIGNED TO DRAIN DOWN EACH OF THE TWO
EXISTING PONDS WITHIN A PERIOD OF 5 DAYS. THE CONSTRUCTED WETLAND
WILL BE VEGETATED WITH A VARIETY OF WETLAND PLANTINGS. STORMWATER
TREATMENT IN THE CONSTRUCTED WETLAND WILL OCCUR BY INFILTRATION,
EVAPORATION AND EVAPOTRANSPIRATION.
THE EXISTING INFILTRATION PONDS ARE ANTICIPATED TO PERFORM BETTER
GIVEN THE REDUCTION IN HYDRAULIC LOADING OFFERED BY THE
INFILTRATION TRENCHES AND THE CONSTRUCTED WETLAND.

DEPARTMENT OF THE NAVY
TR4EPEI0N4:
- •Iff
OFFICER IN CHARGE OF CONTRACTS
910-451-2581
j
RESIDENT OFFICER IN CHARGE OF CONTRACTS
FAX [phone]
NAVAL, FACILITIES ENGINEERING COMMAND CONTRACTS
IN REPLY REFER TO:
1005 MICHAEL ROAD
N62470-99-C-9127
CAMP LEJEUNE, NC 28547-2521
JAX/Al/vm
State of North Carolina
Department of Environment
Health and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Noelle Lutheran
oCT �
Re: Contract N62470-99-C-9127, Bachelor Enlisted Quarters, Courthouse
Bay, Camp Lejeune, North Carolina (Permit SW8 010431)
Gentlemen: °
Reference our phone conversation with your Ms.�Noelle Lutheran concerning the construction of
the referenced stormwater pond. As discussed, the construction contractor will be cleaning out
the pond during the week of 28 October 2002 (weather permitting). Following this procedure the
designer will inspect the construction to ensure compliance with the permit. The designer will
then provide written documentation as to his findings. Your office will be provided a copy of
that letter.
If you have any further questions relative to this matter please contact the undersigned at 910-
451-2583 ext.245.
Sincerely,
'E 1
0
Vann Marshburn PE
e
Quality Perfortnance ... Quality Results

NC DENR - DIVISON OF WATER QUALITY
0312 WHITE OAK RIVER BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
Cowhead Creek
From source to Frenchs Creek
SC;NSW
08/01/91
19-24-2
Duck Creek
From source to New River
SC;NSW
08/01/91
19-25
Whitehurst Creek
From source to New River
SC;HQW,NSW
08/01/91
19-26
NEW RIVER
From a line extending across
SA;HQW
06/01/60
19-{27)
New River from Grey Point to
a point of land
approximately 2200 yards
downstream from mouth of
Duck Creek to Atlantic
Ocean; including all unnamed
bays, creeks, and other
waters except restricted
areas # 1 and # 2
described below.
Goose Creek
From source to New River
SC;HQW
06/01/90
19-28
Two Pole Branch
From source to New River
SC;HQW
08/01/90
19-29
Stones Bay
Entire Bay
SA;HQW
06/01/56
19-30
Mill Creek
From source to Stones Bay
SA;HQW
06/01/56
19-30-1
Muddy Creek
From source to Stones Bay
SA;HQW-
06/01/56
19-30-2
Stones Creek
From source Co Stones Bay
SA;HQW
06/01/56
19-30-3
Millstone Creek
From source to Stones Creek
SA;HQW
06/01/66
19-30-3-1
New River Restricted Area
All waters within 1,000
SC
06/01/56
19-31
# 1
yards of earthen dock at the
United States Marine Corps
Rifle Range
Everett Creek
From source to New River
SA;HQW
06/01/56
19-32
Ellis Cove
Entire Cove
SA;HQW
06/01/56
19-33
Sneads Creek
From source to Ellis Cove
SA;HQW
06/01/56
19-33-1
Bay
Fannie Creek
From source to New River
SA;HQW
06/01/56
19-34
Wheeler Creek
From source to New River
SA;HQW
06/01/56
19-35
Courthouse Bay
Entire Bay
SA;HQW
06/01/56
19-36
New River Restricted Area
All waters within a line
SC
06/01/56
19-37
# 2
beginning at the
Government Dock in front
of U.S. Coast Guard
Detachment Barracks at
Marines and running a
southwest course 1,000 yards
to Channel Marker 413,
thence a southeasterly
course 1,000 yards to
Flash Beacon # 11, thence
a northeasterly course 500
yards to al point on the
mainland at Wilkins'
Bluff, thence following
the shoreline to the
Government Dock
3

02:59P Perini/Jones
910 451 9362
DEPARTMENT OF THE NAVY
OFFICER IN CHARGE OF CONTRACTS
RESIDENT OFFICER IN CHARGE OF CONTRACTS
NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS
1005 MICIIAEL ROAD
CAMP LEJEUNE, NC 28547.2521
State of North Carolina
Department of Environment
Health and Natural Resources
Division of Water Quality
127 Cardinal Dave Extension
Wilmington, NC 28405
Attn: Noelle Lutheran
Gentlemen:
P-01
TELUHONs:
910.451-2581
FAX [phone]
IN REPLY REFER TO,
N62470-99-C-9127
JAX/Altvm
Re: Contract N62470-99-C-9127, Bachelor Enlisted Quarters, Courthouse
Bay, Camp Lejeune, North Carolina (Permit SW8 010431)
Reference our phone conversation with your Ms. Noelle Lutheran concerning the construction of
the referenced stormwater pond. As discussed, the construction contractor will be cleaning out
the pond during the week of 28 October 2002 (weather permitting). Following this procedure the
designer will inspect the construction to ensure compliance with the permit. The designer will
then provide written documentation as to his findings. Your office will be provided a copy of
that letter.
If you have any further questions relative to this matter please contact the undersigned at 910-
451-2583 ext.245.
Sincerely,
ftooc�
Vann Marshburn PE
Quality Performance ... Quality Results