SW8060810_HISTORICAL FILE_20061027

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM D D

State Stormwater Management Systems
Permit No. SW8 060810
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
John Melvin and Barker and Melvin, LLC
Campus Square
New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench 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 October 27, 2016, 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
control has been designed to handle the runoff from 48,941 square feet of
impervious area. This trench must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of -built -upon area indicated on page 3 of
this permit, and per approved plans. There.is no allotment for future built -upon
area at the site.
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 060810
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design conditions:
a. Drainage Area, acres: 1.30
Onsite, ft2: 56,618
Offsite, ft2 None
b. Total Impervious Surfaces, ft2: 48,941
Onsite Buildings, ft : 17,088
Onsite Parking/Pavement, ft2: 26,108
Onsite Sidewalks, ft : 1,014
OS Other (permeable pave.@60% of tot. amount), ft2: 4,731
C. Design Storm, inches: 1.0
d. Trench Dimensions, L x W x H, ft: 80 x 70 x 1.37
e. Perforated Pipe Diameter/Length: 15"012,160' L
f. Bottom Elevation, FMSL: 35.0
g. Bypass Weir Elevation, FMSL: 36.37
h. Permitted Storage Volume, ft3: 4,003
i. Type of Soil: Craven, Murville & Seagate
j. Expected Infiltration Rate, in/hr. 9.0
k. Seasonal High Water Table, FMSL: 33.0
I. Time to Draw Down, hours: 1.0
M. Receiving Stream/River Basin: Burnt Mill Creek 1 Cape Fear
n. Stream Index Number: 18-74-63-2
o. Classification of Water Body: "C; Sw"
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.
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, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060810
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 via appropriate
easements 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. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060810
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 component's 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 t e 27th day of October 2006.
NORT AROLINA IRONMENTAL MANAGEMENT COMMISSION
��-
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060810
Page 1 of 2
Campus Square
Stormwater Permit No. SW8 060810
New Hanover County
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 Stormwa#er Management Systems
Permit No. SW8 060810
Page 2 of 2
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 elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/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-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

k
WITHERS &' RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
September 26, 2006
NCDENR
Division of Water Quality
127 Cardinal Drive Extension''
g 2006 l
Wilmington, North Carolina 28405
c/o Mr. Paul Bartlett, PE
Re: Campus Square
Stormwater Application #SW8 060810; Request for Additional Information
Mr. Bartlett:
We have received your comments, dated September 12, 2006. The following notes
outline ourfresponses to your comments and address how the comments have been
address d, and identify the changes to the plan:
Please clarify the trench .storage elevation. 7'he supplement lists 36.37' and the
vi,eir elevation for Structure 42 is 36.47' per Sheet 912. The pipe OD plus 4" of
stone'on lop and bottom gives a storage elevation of 37.13 'for a 33.0' botloin
elevation.
Response: The supplement elevation of 36.37' is correct and the table on
sheet 12.0 has been revised to reflect the correct elevation. The Storage
Elevation is obtained from the Hydroflow Hydrographs program where the
volume of the trench is equal to or greater than the required volume for the
1" runoff. The required volume is 3,907 CF and the volume of the trench at
elevation 36.37' is 4,003 CF.
Z
Please note that a wetlands permit ii,ill be required since >0.1 acres are impacted
by the proposed pro ect. I'lease contact Joanne Sleenhuis at [phone] to
discuss b1 etland4 permit requirements.
Response: A copy of the wetlands permit is attached.
3. Plea'se provide f )r the proposed pervio its pavement: (a) an insiallalion detail of
the selected pavement and base per Figure 3.10-3 (rc cr to allached Section 3. Ill
of Drcrft I3M1' McnTual): (b) an original signed, dated and polarized Operation
crl�d Mcrinlencn�ce Agreement that includes the 8 bullet ileins of'7able 3.10-1 of'lhe
Drcrft I3MI' Manual (attached).
Response: (a) a detail has been added to sheet 12.0; (b) The 4&M
Agreement is attached.
70140 WrightsviRe Avenue, Suite i05 Wilmington, North Carolina 28403 tel: gio-256-9277 fax: [phone]
www.withersraveneI.com

WITHERS &" RAVEN EL
ENGFNEERS I PLANNERS I SURVEYORS
I trust the responses to the continents will adequately address your concerns. Please
contact me immediately at 910-256-9277 or gpaue t wwithersravenel.com if you have any
questions or require additional information.
Sincerely,
WITHERS &-RAVENEL, INC.
Garry S. I' , P.
Project My ager
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: 9ioa56.9277 fax: 9io-256.2584
www.withersravenel.com

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ios
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Paul Bartlett, P.E.
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
LETTER OF TRANSMYTAL
DATE O '2 /2006
JOB NO. O O O .10
AriENnoN Paul Bartlett
PHONE #
6- 01
RE: Campus Square
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ® Other
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Revised sheet C-12
1
Copy of wetlands permits
1
Permeable Pavement 0&M Agreement
1
Comment/Response Letter
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For approval.
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints

A
P. 1
COMMUNICATION RESULT REPORT ( SEP.12.2006 12:46PM )
TTI NCDENR WIRO
FILE MODE OPTION
- ADDRESS .(GROUP) RESULT PAGE
-----------------------------------
108 MEMORY ---_ ------ - 92562584. OK P. 14/14
TX
REASON FOR ERROR BUSY
E-33 NO ANSWER
E-1) HANG UP OR LINE FAIL E-2) E-4) BUBU FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael R Easley, Governor
Date: 9112106 .
To: Garry Pape
Company: W & R
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER STET
No. of Pages; 14 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060810
Project Name: Campus Square
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Melvin, and a copy will be mailed. to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 9/12/06
To: Garry Pape
Company: W & R
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 14 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060810
Project Name: Campus Square
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Melvin, and a copy will be mailed to you.
ENBlptb: S:1WQSlSTORMWATERIADDINFO120061060810.sept06
127 Cardinal Drive Extension. Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Nlichacl F. Easley, Guvernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
a �
September 12, 2006
Mr. John Melvin, Manager
Barker and Melvin, LLC
6800 Wrightsville Ave., #7
Wilmington, NC 28403
Subject: Request for Additional
Stormwater Project No
Campus Square
New Hanover County
Dear Mr. Melvin:
Information
SW8 060810
Alan "'. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Campus Square on August 2, 2006, and a revised application on August 21, 2006. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review: �y+�
Please clarify the trench storage elevation. The supplement list . 7' and the
weir elevation for Structure#2 is 36,47' per Sheet #12. The pip plus 4" of
stone on top and bottom gives a storage elevation of 37.13' for a 33.0' bottom
elevation.
a�
-1 Please note that a wetlands permit will be required since >0.1 acres are impacted
7 by the proposed project. Please contact Joanne Steenhuis at [phone] to
� �L�-r�^�discuss wetlands permit requirements.
Please provide for the proposed pervious pavement: (aWn installation detail of
the selected pavement and base per Figure 3.10-3 (refer to attached Section
3.10 of Draft BMP Manual); .(l�n original signed, dated, and notarized O & M
Agreement that incorporate the 8 bullet items of Table 3.10-1 of the Draft BMP
manual (attached).
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 September 20, 2006, 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 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.
No thCarolina
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: WW"'.ncwa_tcr'qualily.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 501/6 Recycledlt 0% Post Consumer Paper

Mr. John Melvin, Manager
September 12, 2006
Stormwater Application No. SW8 060810
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].
Since ly,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120061060810.sept06
cc: Garry S. Pape, P.E., Withers & Ravenel, Inc.
Paul Bartlett

WITHERS &" RAVEN EL.
ENGINEERS I PLANNERS I SURVEYORS
August 21, 2006
NCDENR 2 X 2066
Division of Water Quality
127 Cardinal Drive Extension �y
Wilmington, North Carolina 28405
c/o Mr. Paul Bartlett, PE
Re: Campus Square
Storinwater Application 4SW8 060810; Request for Additional Information
Mr. Bartlett:
We have received your comments, dated August 11, 2006. The following notes outline
our responses to your comments and address how the comments have been addressed,
and identify the changes to the plan:
1. Ple e eit11L'i' toilet the ttfellLI17L�S line on the plans or provide a syirzbal for the
Wetlands in the legend.for the plans.
Response: A symbol signifying the wetlands has been added to the Legend
on the cover sheet.
2. lease add the 15" pipe front Structure 7 in the plan vieit, and the Section A -A
Detail for the bypass rnarzhole on Sheet 412.0.
Response: Pipe "C" from Structure 47 has been added to the detail.
3. Please add the roof leader connection to the .storimi ater collection system on
Sheet 47. 0 and with a label that references the detail on Sheet #10. 0.
Response: Roof drains have been shown on sheet 7.0.
Please clarify the seasonal high waler !able. A .spot elevation af'37.12' i.s
illustrated on the plans at test location #1 and the test report states that the SHWT
ii,as 30" fi-om the surface al Lo ' •on #1. The SHWT elevation is therefore 34.6'
t C at Location #1 and varies fr•ozn 33. to 35.5'over the selected infiltration area
(say 34.5' average), not ze 3�listed on the supplement and plans. Please
modify the design actor• ugly and illuslr•ale/label the SH T on the trench cro.ss-
section detail on Shee 12.0.
7040 Wrightsville Avenue, Suite tot Wilmington, North Carolina 28403 tel: 910•256•9277 fax: [phone]
www.withersravenel.com

WITHERS & RAVED!
ENGINEgR}5 I PLANNERS I SURVEYORS
66n`f V- CA
Response: The seasonal hi water table elevation used in the design was
taken from a field inspecti by Vincent Lewis with NCDENR and Brian
Campbell with With d Ravenel. This field inspection indicated that the
SHWT elevatlo
was 4 " t the infiltration trench location. These test
locations are n_a eet I.O.
S. Please clarify the trench height. The height is listed as 1.47' on page 1 is. 1.96'
listed on page 2 of the supplement, based on the bottom and overflow entries on
page I of the supplement..
Response: All trench dimensions have been revised.
6. Please provide a 30' vegetatedfiller (not jnst a Swale) for the infiltration system
bypass per Section 211.1008(4) of the stornrtvater regulations.
Response: The label on Sheet 7. Atas-b en revise ter -indicate a Vegetative
Filter. This Filte�l-eonsis of natural overland sheet w across the
natural drainag of the site into the existing wetlands.
I trust the responses to the comments will adequately address your concerns. Please
contact me immediately at 910; 256-9277 or gpape a,withersravenel.com it you have any
questions or require additional information.
Sincerely,
WITHERS &-RAVENEL, INC.
G S.Pp,'
Project M alter
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www,withersravenel.com

WITHERS & RAVENEL
ENGINEERS f PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite 1o1
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Paul Bartlett, P.E.
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
LETTER OF T° ° U` SMMAL
DATE ' 08/21/2006
JOB NO. O 0 0 .10
ATTENTION Paul Bartlett
PHONE
796-73ol
RE: Campus Square
❑ Under separate cover via
® Plans ❑ Samples
❑ Diskette ® Other
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Revised Sets of plans for stormwater permit
2
Revised Copies of stormwater narrative and calculations
1
Revised Stormwater Management Permit Application Form (Page 2 of )
1
Revised Underground Infiltration Trench Supplement Form SWU-i07 for Basin #1 (Pages 1 & 2 of )
1
Comment/Response Letter
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
❑ Resubmit
❑ Submit
❑ Return
SIGNED:
copies for approval
copies for distribution
corrected prints
- G a rN S. Pape, P.E.
If enclosures are not as noted, kindly not/fy as at once.

P. 1
FILE MODE
--- 487 MEMORY TX
COMMUNICATION RESULT REPORT ( AUG.11.2006 2145PM )
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
OPTION ------------
------ 92562584
----- --------------------
PEAS�]N FOR ERROR E-2) BUSY
E-1) HANG UP OR LINE FAIL E-4) NO FACSIMILE CONNECTION
E-3) NO ANSWER
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 8/11/06
To: Garry Pape
Company: W & R
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060810
Project Name: Campus Square
(MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Melvin, and a copy will be mailed to you.
/// fi

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 8/11 /06
To: Garry Pape
Company: W & R
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060810
Project Name: Campus Square
MESSAGE:
Garry,
A Request for Additional Information is attached for the subject project.
be mailed to Mr. Melvin, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060810.aug06
The original will
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

w A
August 11, 2006
Mr. John Melvin, Manager
Barker and Melvin, LLC .
6800 Wrightsville Ave., #7
Wilmington, NC 28403
Subject: Request for Additional information
Stormwater Project No. SW8 060810
Campus Square
New Hanover County
Dear Mr. Melvin:
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
The Wilmington Regional Office received a Stormwater Management Permit Application for
Campus Square on August 2, 2006. 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 either label the wetlands line on the plans or provide a symbol for the
wetlands in the legend for the plans.
2. Please add the 15" pipe from Structure 7 in the plan view and the Section A -A
Detail for the bypass manhole on Sheet #12.0.
l
3. lease add the roof leader connection to the stormwater collection system on
Sheet #7.0 and with a label) tlaat referenc s the ydetail on Sheet #10.0.
4. Please clarify the I high water table. A spot elevation of 37.12 is
illustrated plans at Test Location #1 and the test report states that the
SHWT wa I rom the surface at Location #1. The SHWT elevation is
therefore 3 . at Location #1 and varies fro P'ted
to 35.5' over the selected
infiltration area (say 34.5' average), not th 3on the supplement and
plans. Please modify the design accordingly ustrate/label the SHWT on
he trench cross-section detail on Sheet #12.0, K (46`4-0 tl Lt) j .
Please clarify the trench height. The height is listed as 1.47' on page 1 vs. 1.96'
listed on page 2 of the supplement, based on the bottom and overflow entries on
page 1 of the supplement.
,6 Please provide a 30' vegetated filter (not just a swale) for the infiltration system
-bypass per Section 2H.1008(4) of the stormwater regulations.
r
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to August 21, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
NorthCarolina
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwate[gtiality.org Fax [phone]
An Equal Oppodunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mr. John Melvin, Manager
August 11, 2006
Stormwater Application No. SW8 060810
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 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 concerning this matter please feel free to call me
at [phone].
Since ly,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120061060810.aug06
cc: Garry S. Pape, P.E., Withers & Ravenel, Inc.
Paul Bartlett

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http://www.topozone.com/print.asp?z=18&n=3 791554&e=234002&s=48&size=m&u=6&... 8/11 /2006

pt
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
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Print
•Printable Page
PO Box 29622 Raleigh, NC 27626-0622 (919)8D7-2000
Date: 8/11 /2006
Click here to:
View Document Filings
78-1 Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
NC Barker and Melvin, LLC Legal
Limited Liability Company Information
SOSID:
0786130
Status:
Current -Active
Date Formed:
6/7/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Barker, Phillip R.
6800 Wrightsville Avenue, Unit 7
Wilmington NC 28403
6800 Wrightsville Avenue, Unit 7
Wilmington NC 28403
6800 Wrightsville Avenue, Unit 7
Wilmington NC 28403
6800 Wrightsville Avenue, Unit 7
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=7759379 8/11/2006

w �w
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIlV = LIABILITY COMPANY: Barker rod Melvin, ll,C
SOSID:0786130 `
Date Filed: 2/16/2006 10:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2006 026 00303
3-606-14259360
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0786130 FEDERAL EMPLOYER 11) NUMBER: J��+ v 5- - q 7 FO
NATURE OF BUS24ESS: Za"41 Ze n6t"@A-7 —
REGISTERED AGENT: Barker, Phillip R
REGISTERED OFFICE MAILING ADDRESS: 6800 Wrightsville Avenue, Unit 7
Wilmington, NC 28403
REGISTERED OFFICE STREET ADDRESS: 6800 Wrightsville Avenue, Unit 7
Wilmington, NC 28403 New Hanover County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE UWSTTn n?S CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: q lC. - 5C cl -�2 L I -q
PRINCIPAL OFFICE MAILING ADDRESS: 6800 Wrightsville Avenue, Unit 7
Wilmington, NC 28403
PRINCIPAL OFFICE STR.ECT ADDRESS: 6800 Wrightsville Avenue, Unit 7
Wilmington, NC 28403
MAN Sf/MEjMBERSIORGAMZERS:
Name, /--�►���r Name: �" �/v I N.:
Title: lnq r Title:'17e-M Title;
Addmss: pe q 5 Address: _ n7 • Addtm:
City: —, 1 dam— City: City:
State: Zip: A State: Zip: State: Zip:
y0 F AL REPAT MUST BE COMPLETED BY ALL LIMITED 1LTT7cgwANIEs
46
MU BE S[ BY A DATE
FA00UMENMR _ _
TYPE OR PRINT NAME — ^ " TYPE OR PRINT TTriE --' '-
ANNUAL REPORT FEE: $200 MAIL TO; Soavtuy of Slats • CwpormAam Divisian • Post O9'ioa Box 29525 • Raleigh, NC 276264525

Q
SOSID: 786130
Date Filed: 6/7/2005 4:13:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200515400002
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to Section 57C-2-20 of the General Statutes of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited liability
company.
The name of the limited liability company is Barker and Melvin, LLC.
2. The latest date on which the limited liability company is to dissolve is: There
shall be no limit on the duration -of the limited liability company.
3. The name and address of each organizer executing these Articles of Organization
is as follows:
Jerry A. Mannen, Jr. - Organizer
Yaw, Fox & Mannen, LLP
102 N. Fifth Avenue
Post Office Box 479
Wilmington, NC 28402
4. The street address and county of the initial registered office of the limited liability
company is: 6800 Wrightsville Avenue, Unit 7, Wilmington, NC, New Hanover County,
28403.
5. The mailing address is identical to the street address set out in paragraph 4 above.
6. The name of the initial registered agent is Phillip R. Barker.
7. The principal office address of the company is: 6800 Wrightsville Avenue, Unit
7, Wilmington, NC, New Hanover County, 28403.
8. Check one of the following:
X 1. Member - Managed LLC: All of the members by virtue of their status as
members shall be managers of this limited liability company.
2. Manager - Managed LLC: Except as provided by North Carolina General
Statute Section 57C-3-20(a), the members of this limited liability company shall not be managers
by virtue of their status as members.
-1-

9. The names and addresses of the initial members of the limited liability company
are as follows:
John C. Melvin
905 Wild Cat Road
Harrells, NC 28444
Phillip R. Barker
6800 Wrightsville Avenue
Unit 7
Wilmington, NC 28403
10. Any other provisions which the limited liability company elects to be included are
attached.
11. These Articles will be effective upon filing.
This the . ? ►- day of May, 2005.
-2-

I� 'r
,1
W HERS & RAVE NEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
COTTER OFT° ° NSWTTQL
DATE 08/02/2o06
IOBNO. O O 0 .10
I
ATfENnON
Cameron Weaver
PHDNEA
2
RE: Campus Square
❑ Attached ❑ Under separate covervia the following items:
❑ Prints E Plans ❑ Samples ❑ Specifications
❑ Change order ❑ Diskette ® Other 4 ' ,1 „ -
COPIES
DESCRIPTION '
2
Sets of plans for stormwater permit ✓
2
Copies of stormwater narrative and calculations
2
Stormwater Management Permit Application Form (one on inal, one co )
2
Underground Infiltration Trench Supplement Form SWU-10 (one on ink one copy)
1
USACOE Wetland Determination e�
I
F a nac k L r E,c p r* u* Pe• r"' 44; _ 4 aoa I.
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File
SIGNED:
- Garry S. Pane. P.E.
C,
3)
d
ifenclosures are not as noted, kindly notify us at once.

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