SW7071211_APPROVED PLANS_20210728

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW j �l�G
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE,
�y
YYYYMM DD

V]a(�
ROY COOPER
Governor
ELIZABETH S. BISER
Se-etary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 28, 2021
Outer Banks Blue, LLC
Attention: Timothy M. Cafferty, Manager
3732 N. Croatan Hwy
Kitty Hawk, NC 27949-9208
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7071211
Outer Banks Blue, LLC
Dare County
Dear Mr. Cafferty:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7071211 for a stormwater treatment system consisting of two
infiltration basins serving Outer Banks Blue, LLC located at 3732 N. Croatan Hwy., Kitty
Hawk, NC expires on December 28, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal within the required time. Permit application forms for renewal can be
found on our website at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. thorpe(d,)ncdenr.gov.
Sincerely,
C'q- - /
Roger K. Thorpe
Environmental Engineer
—IAM�03
Z North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.9466481

Energy, Mineral
and Land Resources
ENVIRONMENTAL OOALITY
July 11. 2016
Mr. Timothy M. Cafferty
Outer Banks Blue, LLC
P.O. Box 1220
Kitty Hawk, NC 27949
WAO
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Subject: Stormwater Permit Inspection
Stormwater Management Permit SW7071211
Outer Banks Vacation Rentals
Dare County
Dear Mr. Cafferty:
Director
On July 7, 2016 a stormwater compliance inspection was conducted at the Outer Banks Vacation Rentals
site at 3732 N Croatan Hwy in Kitty Hawk, NC. State Stormwater permit SW7071211 was issued on
December 28, 2007 for the construction and operation of two infiltration basins systems to treat
stormwater runoff from impervious surfaces on the site for a proposed bank. The permit was originally
issued to R&E Development, LLC. A search of the Dare County tax records shows that the property
covered under this permit is now owned by Outer Banks Blue, LLC. A search of the North Carolina
Secretary of State's website lists you as Manager of this LLC. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater permit.
Please submit a completed permit ownership change application. There is no fee required for the first
ownership change application. Permit application forms for ownership change can be found on our
website at http://deg.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
perm its/stormwater-permits/forms.
North Carolina General Statutes and the Coastal Stormwater rules require that this property be covered
under a stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil
penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to discuss this by
phone or meet with you.
Sincerely,
Roger K. Thorpe
Environmental Engineer
State of North Carolma I Environmental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-946-6481 T

State of North Carolina S W 70 6 1a 1
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW-707 IZ1 1
2. Project Name: K5v7k-
3. Current Permit Holder's Company Name/Organization: fztE V-�?V,6Q nr* (4-C..
4. Signing Official's Name: Title:
5. Mailing Address:
City: State: Zip:
6. Phone: ( ) Fax: ( )
ED
II. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMA10CEIV
This request is for: (please check all that apply) JUL 19 2016
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below) �t�
,� Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 6e ) R+
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: oukcc ZonICS -r9LR I L.L.C..
2. Proposed permittee's signing official's name: I IPA CAf-9-, rt�
3. Proposed permittee's title: � � �ZSic�51f`�
4. Mailing Address: P 0 l'UO?C I2ka
City: V,�n 00j'A State:- Kk Zip: ZiQ L4 �i
Phone: ( ZsZ) ZSS — IZ--tQ Fax: (Zg�2)
5. New Project Name to be placed on permit: nuu 3GnkS LLC
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
__,POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
he property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. ;This certification must be completed and signed by both the,
c rur enf permit holder and w the neapplicant if this is a change of ownership i'
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, , the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections 11 and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature:
7/iy/1C
I, 7 adO a Notary Public for the State of
Nb(TvCoo (nG County of Dare— do hereby certify that
1rr\ M • CctfKe personally appeared before me this the
Cif day of 20_L(o, and ackpbWfPcff�tjp due execution of the
o
forgoing instrument. Witness my hand and official seal, ����`°ssfo„� ary Seal)
N cPNotery
m
Notary Signature
ublt o
SSW N/O Change Rev24Sept2012 Page 2 of 4

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W0.:R d
o�QF W ATF9oG Michael F Easley, Governor
0 r William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 28,
Raju Uppalapati
R&E Developments, LLC
821 Ocean Trail, Suite 4
Corolla, NC 27927
Subject: Permit No. SW7071211
Bank of Commonwealth, Kitty Hawk
High Density Stormwater Project
Dare County
Dear Mr. Uppalapati:
The Washington Regional Office received a completed Stormwater Application for the subject project on
December 13, 2007. 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.
SW7071211 dated December 28, 2007 to R&E Developments, LLC. for the construction and operation of two
infiltration basins to serve the Bank of Commonwealth, Kitty Hawk development located on southwest corner of the
intersection of US 158 and First Flight Run in Kitty Hawk, North Carolina.
This permit shall be effective from the date of issuance until December 28, 2017, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 me or Samir
Dumpor at [phone].
incet' ,
i
AI Hodge, Regiona ptf ervi�or
Surface Water Protection Section
Washington Regional Office
AH/sd J:\WPDATA\WQS\Samir - State SW\Permits - Infiltration
cc: Victor White, PE, Landmark Engineering and Environmental, P.C.
Wre County Building Inspections Department
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internet wwwncwateroualitvore One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
� atf rallJ/
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper �/�K �l` [s�/

State Stormwater Management Systems
Permit No. SW7071211
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
R&E Developments, LLC
Bank of Commonwealth, Kitty Hawk
Dare County
FOR THE
construction, operation and maintenance of stormwater management systems 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 for two infiltration basins to serve the Bank of Commonwealth, Kitty Hawk
development located on southwest corner of the intersection of US 158 and First Flight Run in Kitty Hawk, North
Carolina.
This permit shall be effective from the date of issuance until December 28, 2017 and shall be subject to the following
specified conditions and limitations:
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
of this permit. The stormwater control has been designed to handle the runoff from 30,723 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in this permit, and per approved plans.
4. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the
permitted stormwater control system.
5 The following design criteria have been provided in the infiltration basins and must be maintained at design
condition:

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Bank of Commonwealth, Kitty Hawk
Permit Number:
SW7071211
Location:
Dare County
Applicant:
RSE Developments, LLC
Mailing Address:
821 Ocean Trail, Suite 4, Corolla,
NC 27927
Receiving Stream and index No.:
Kitty Hawk Bay, 30-19
Classification of Water Body:
SC
Total Site Area:
1.18 ac
Design Storm, inches:
1.0
INFILTRATION BASIN #1
INFILTRATION BASIN #2
Drainage area to Basin:
0.23 ac
0.95 ac
Impervious area in drainage basin:
5,875 sf
24,848 sf
Infiltration Basin Depth:
1.50 ft
3.50 ft
Basin bottom elevation, FMSL:
9.0
7.0
Bypass Overflow Elevation, FMSL:
11.50
11.50
Type of Soil:
Newhan fine sand
Newhan fine sand
Provided Storage Volume:
518 cf
7,594 cf
Time to Draw Down:
3 days
3 days
Expected Infiltration Rate, in/hr:
20.0
20.0

`!
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for'construction and maintenance of the stormwater
management system.
a. The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
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. 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 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. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.

III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
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-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permitee 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. An application for permit renewal must be submitted at least 180 days prior the expiration of this permit along
with the appropriate processing fee.
Permit issued this the 28th day of December, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7071211

R&E Developments, LLC — Bank of Commonwealth, Kitty Hawk
Stormwater Permit No. SW7071211
Designers Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature
Registration Number
Date
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet/bypass structure is located per the approved plans.
7. 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.

Search/View/Find - Inquiry by Parcel Number Results
Page 1 of 1
Search by Parcel Number Results
• PARCEL DATA SHEET
• BuiLDING PHOTOS
• TAX BILL
• TAX CERTIFICATION
Parcel:018269035
PIN:987508777761
Location: 3732 N CROATAN HWY
District: [o8] KITTY HAWK
Subdiv: [F057] FIRST FLIGHT RIDGE
Lot -Block -Sect: LOT: C-iR BLK: 1 SEC:
Multiple Lots: -
Living Units: o
Plat -Cab -Slide: PL: H SL: 18o
Status: ACTIVE
Owner: OUTER BANKS BLUE, LLC
Owner: ATTN: TIMOTHY M CAFFERTY,
MANAGER
Address: PO BOX 1220
KITTY HAWK NC 27949
Ownership: PRIMARY- t00%
Nature of Ownership:
Deed Date: 05/25/2012
Bk/Pg: 1913/0261
PUSE: [5500] PROFESSIONAL
Billing Values
Next Year Values*
Land: 512,600
Land: 512,600
Building: 2,037,600
Building: 2,037,600
Misc: 28,200
Misc: 28,200
Total: 2,578,400
Total: 2,578,400
********** END OF RECORD ••*•**••**
(data file last updated on 7/1/2o16)
*Next year values on file as of 7/1/2016
Dare County Government
954 Marshall C Collins Dr
PO Box l000 Manteo NC 27954
Phone: [phone]
http://www.darene.com/public/TaxingParceIRslts.asp?ParcelNumber=018269035 7/7/2016

Corporations Division
Page 1 of 1
Click Here To:
North Carolina
Elaine .. Marshall DEPARTMENT olrTwe
Secretary SECRETARY of STATE
Po Box 29M Ralelgh, NC 278W4= (919)SD7-2000 Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Outer Banks Blue, L.L.C.
Limited Liability Company Information
Sosld: 0785598
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 6/3/2005
Fiscal Month: December
State of Incorporation: NC
Registered Agent: Cafferty, Timothy M
Corporate Addresses
Reg Office: 3732 N. Croatan Highway
Kitty Hawk, NC 27949-9208
Principal Office: 3732 North Croatan Highway
Kitty Hawk, NC 27949-9208
Reg Mailing, 4628 Seascape Drive
Kitty Hawk, NC 27949-6071
Mailing: P.O. Box 1220
Kitty Hawk, NC 27949-1220
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Timothy Michael Cafferty
4628 Seascape Drive
Kitty Hawk NC 27949
https://www.sosnc.gov/Search/profcorp/7757895 7/11/2016

�F9
Michael F. Easley, Governor
&A
R&E Development, LLC
Arm.: Raju Uppalapati
821 Ocean Trail, Suite 4
Corolla, -NC 27927
41
Subject:
Dear Mr. Uppalapati:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 20, 2007
Stormwater Review SW7071211
Bank of Commonwealth, Kitty Hawk
Dare County
Coleen H Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on December
13, 2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
�1
fol wing additional information is needed.
. Revise page 2 of 4 of the Stormwater Management Permit Application Form for receiving stream.
Receiving stream appears to be Kitty Hawk Bay with Classification SC (while the Albemarle Sound has
classification SB);
V 2. The North Arrow is shown on Vicinity maps, but not on plans. Provide new set of plans with north arrow
shown;
V -' The Bypass structure is not required since this project stores more than double the required volume,
however the vegetative filter is still required. Please provide on somewhere on downslope of the Basin
number 2;
V 4. Both Infiltration basin supplements are filled out by hand. These are the new interactive supplements and
they have to be filled out electronically and than printed out. Please provide new ones;
5. Provide two sets of signed and sealed corrected sheets and documents.
The above requested information must be received in this office prior to January 1, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Victor White, PE, Landmark Engineering & Environmental, PC
Washington Regional Office 0.
-- - •-� NorthCarolina
Naturally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2oenrstate nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10% Post Consumer Paper

$A LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P0. Box 1
KITTY HAWK,,NC 27949
PHONE: [phone]
FAx: [phone]
December 24, 2007
9L—f�' °.�.d
Mr. Samir Dumpor '�`.7 t
NCDE&NR
Division of Water Quality DEC 2 7 2uU7
943 Washington Square Mall
Washington, NC 27889 DM dVAR0
Re: Bank of Commonwealth, Kitty Hawk Branch
Kitty Hawk, Dare County, NC
Expedited Review Stormwater Management Plan Permit Application Package
Additional Information Requested
Dear Mr. Dumpor: `
On Behalf of R & E Investments, LLC, Landmark Engineering & Environmental, P.C. submits for your
review and approval, a the additional information you requested in your letter dated 12/20/2007.
The additional information is as follows:
1.) Two sets of revised plan sheets and details (Sheets C 1, C2 and C3)
2.) An original and one copy of revised page 2 of the Stormwater Management Plan Application
Form.
3.) An original and one copy of the revised Infiltration Basin Supplement for Basin 1.
4.) An original and one copy of the revised Infiltration Basin Supplement for Basin 2.
Thank you for your time and attention to this matter. If you have any questions or require additional
information please contact me at [phone].
Respectfully submitted,
Landmark�mg & Environmental, P.C.
Victor E. White, P.E.
cc: Mr. Eric Avery - R & E Investments, LLC

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P O. Box 1190
KITTY HAWK. NC 27949
PHONE: [phone]
FAx' 252 255.0992
DEC 13 2007
Bank of Commonwealth, Kitty Hawk Branch
Stormwater Management Plan
Design Narrative
November 4, 2007
The above referenced project is a redevelopment of an existing Real estate office into a financial
bank with bank offices on the second floor and leased offices on the third floor, with associated
parking and infrastructure. The site is located off of US Highway 158 in Kitty Hawk, Dare
County, North Carolina.
The stormwater management plan is broken down into two sub -drainage areas. The first consists
of an infiltration basin near the corner of US 158 and First Flight Run. This infiltration basin
recieves runoff from the eastern and northern portion of the proposed building and a small
portion of asphalt near the entrance to the site from First Flight Run. The Second Drainage area
consists of an infiltration building at the rear (western edge) of the property. This basin receives
runoff from the remainder of the proposed building and the majority of the asphalt/curbing from
the site. Stormwater runoff from proposed impervious surfaces will be conveyed to the
stormwater retention system via a combination of sheet flow and stormwater catch basins/pipes.
The proposed Stormwater management system also incorporates pipes to provide hydraulic
connections, providing equalization of the basins. The entire system provide in excess of the ten
year two hour storm, conservatively assuming that 95% of all stormwater is conveyed to the
proposed basin system. Stormwater in excess of the proposed detention basins capacity will
overflow out of catch basins at the entrance to the site off of US Highway 158 and into the
NCDOT highway drainage system adjacent to U.S Highway 158. The soils present at the site
(Newhan Fine Sand) provide very high rates of infiltration which are more than adequate to meet
the criteria for the required draw down of the basins. Listed depths to the seasonal high water
table for Newhan fine sands are listed in the UDSA's Soil Survey of Dare County North Carolina
as in excess of six feet below the land surface. Soil borings conducted at the site agreed with this
published data Based on existing elevations at the site and both published and soil boring
information, a seasonal high water table elevation of 3.5 msl (NAVD 88 datum) was calculated
and used for design purposes.
'3 t/o11,,
ati'� ��SS3�✓'�p�
z�OtJVO t�� o`�•

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
Fax: 252,255.0992
Bank of Commonwealth, Kitty Hawk Branch
STORMWATER MANAGEMENT PLAN CALCULATIONS
Storage volume required to retain 1" storm per DWQ requirements:
30,723 sq. ft. x 0.0833 ft = 2,560.25 Cu. Ft. storage volume required
Storage volume required to retain 4.3" storm per Town of Kitty Hawk requirements:
30,723 sq. ft. x 0.35833 ft = 11,009 Cu. Ft. storage volume required
DRAINAGE AREA 1
Infiltration Basin 1 Contour Areas (Calculated by Autocad)
10.5' - 815.4 sq.ft. (Top of Storage @ Overflow Elevation)
10.0' - 349.1 sq. ft.
9.0' - 104.5 sq.ft. (Bottom of infiltration basin)
Direct Basin Volume
10.5' to 10.0' 0.5 ft x ((815.4 sq. ft. + 349.1 sq. ft.)/2) = 291 cu. ft.
10.0' to 9.0' 1.0 ft x ((349.1 sq. ft. + 104.5 sq. ft.)/2) = 226.8 cu. ft.
Direct Storage Infiltration Basin #1 = 517.8 cu. ft.
Indirect storage (storage in soil voids below basin and above the SHWT)
815.4 sq. ft. x 0.2 x 5.5 ft = 896.9 cu. ft.
Total Storage Infiltration Basin #1 = 1,414.7 cu. ft.
DRAINAGE AREA 2
Infiltration Basin 2 Contour Areas (Calculated by Autocad)
N CA
. z
�```OR�FL3S
o
10.5' - 3,886.4 sq.ft. (Top of Storage @ Overflow Elevation)
Qu,SEA1.
10.0' - 3,341 sq. ft.
_
s ••/�
14�
9.0'- 2,343.5 sq.ft.
8.0' - 1,479.3 sq.ft.
ci�
$o"t<*, "••--••' ,�C �:
7.0' - 587.2 sq.ft (Bottom of Infiltration Basin)R
w i•`��
##Y#tYMNY�

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAX: [phone]
Basin Volume
10.5' to 10.0' 0.5 ft x ((3,886.4 sq. ft. + 3,341 sq. ft.)/2) = 1,806.8 cu. ft.
10.0' to 9.0' 1.0 ft x ((3,341 sq. ft. + 2,343.5 sq. ft.)/2) = 2,842.2 cu. ft.
9.0' to 8.0' 1.0 ft x ((2,343.5 sq. ft. + 1,479.3 sq. ft.)/2) = 1911.4 cu. ft.
8.0' to 7.0' 1.0 ft x ((1,479.3 sq. ft. + 587.2 sq. ft.)/2) = 1,033.2 cu. ft.
Direct Storage Infiltration Basin #2 = 7,593.6 cu. ft.
Indirect storage (storage in soil voids below basin and above the SHWT)
3,886.4 sq. ft. x 0.2 x 3.5 ft = 2,720.5 cu. ft.
Total Storage Infiltration Basin #2=10,314 1 cu ft.
Total Storage Infiltration Basins #1 & #2 = 1,414.7 cu. ft. + 10,314.1 cu. ft.=11,728.8 cu. ft.
Total impervious coverage = 30,723 sq. ft.
Assume 95% of runoff from impervious coverage reaches infiltration basins
11,728.8 cu. ft. /(0.95 x 30,723 sq. ft.) = 0.40185 ft. or 4.82 inches
Therefore storage is provided in excess of ten year, two hour storm (4.3 inches)
Even if we conservatively assume 100% of runoff reaches basins
11,728.8 cu. ft. / 30,723 sq. ft. = 038176 ft. or 4.58 inches `` %111111r1„100�**
AF?
Which is still in excess of the ten year, two hour storm (4.3 inches) �'���e- ESSi ' %

n

LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
PO Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAx: [phone]
Subject: Field evaluation of soil characteristics for Bank of Commonwealth, Kitty Hawk
Branch, located off of U.S. 158 (Croatan Highway), Kitty Hawk, Dare County,
North Carolina.
The above site was visited by representatives of Landmark Engineering & Environmental, P.C.
to obtain information on soil profile characteristics in selected areas throughout the site. The
findings are as follows:
The soils in site area are mapped on the attached Figure 1 which is a portion of sheet 3 of
the USDA Soil Conservation Service's, "Soil Survey of Dare County North Carolina".
According to this Survey the soil series located in the site is mapped as a Newhan Fine
Sand:
Physical observation and written profiles of the soils were completed during two soil borings
advanced at the site. The Soil profiles encountered during the borings are listed below as follows:
Boring #1 (ground Elevation 11.5' msl +/-)
0"44" Lt. Yellowish Brown med. fine to fine sand - (10 YR 6/4), (SP).
44"-72" Lt. Yellowish Brown med. fine sand - (10 YR 6/4). Well -sorted
(SP)
CAFiQt��
No SHWT indicators detected .r%oFESSipy.'9
End of Boring #1
L®'I�.trc
Boring #2 (ground elevation 10.5' msl +/-) y'acTOR E `N�•��,
W-36" Lt. Yellowish Brown med. fine to fine sand - (10 YR 6/4), (SP).
36"-72" Pale Brown med. fine sand - (10 YR 7/4). Well -sorted (SP)
No SHWT indicators detected
Based on site investigations, the soils are consistent with the soil mapping in the USDA Soil
Conservation Service's, "Soil Survey of Dare County North Carolina". A Seasonal High Water
Table, (SHWT) elevation of 3.5' msl, (NAVD 88 Datum), was determined from a boring done
off site in a lower area, allowing a 6 foot augur to reach SHWT indicators and the static water
table.

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LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.
P.O. Box 1190
KITTY HAWK, NC 27949
PHONE: [phone]
FAx: [phone]
Bank of Commonwealth, Kitty Hawk Branch
STORMWATER MANAGEMENT PLAN CULVERT SIZING CALCULATIONS
End Culvert needs to handle runoff from entire site during 10 year 2 hour storm
Q = ciA
c = 100% = 1
i = 2.15 inches/hr
A = 30,793 sq. ft./43560 sq. ft. = 0.70691
Q = 1 x (2.15in/hr) x 0.70691 = 1.52 cu. ft/sec
pipe slope is above min. for scour velocity however use v = 211/s to be conservative
for 15 inch pipe
Q pipe capacity = cross sectional area x velocity = 1.227 sq. ft. x 2 ft/s = 2.54 cfs
This is above the required 1.52 cfs
like to have a factor of safety of 2 which would mean pipe needs to handle 1.52 x 2 = 3.04cfs
Increase size of last 2 pipe segments to 18 inches, then pipe capacity is conservatively calculated
at 3.53 cfs which gives a factor of saftey of 2.325
Plans revised to show last 2 pipe segments at 18 inches ,`011111111trt�,,
�O :F�SSi '•�2
Q O ;9
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L':'{GINE,. CMG

Mr.
L 1
. . . . . . . . . .
. . . . . . . . . . .
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T1 5A:02H. 1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness". "Project Types and
Supplements" follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state.nc.us/su/Forms Documents.htm.
APPLICATION COMPLETENESS
1) Stor `water Permit Application Form SWU-101
a. V Original and one copy are provided. The copy will be returned to the applicant with the
ggeermit.
b. V All items of the application are completed
c. V/ Named applicant is an owner or corporation
d. 1/ For corporations, registration with the Secretary of State is verifiable on the online
e. t�database.
Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
signer
`L f. )' Receiving stream classification is correct.
g. ►";� Submittal requirements are initialed by hand.
h. V _ Original signature is provided under applicant certification.
2) Plans
a. Two copies are provided. The copy will be returned to the applicant with the permit.
b. Plan is based on a topographical survey.
c. Development / project name is consistent with the application form.
d. Engineer name, firm and seal are located on each page of the plans. For low density
projects not requiring engineered stormwater controls, the plans need not be sealed.
e. Legend is provided including north arrow, scale, and plan details.
f. � Location map is shown with named streets or NCSR numbers and distance to nearest
own or city.
9. Date is listed.
h. Revision number & date are listed, if applicable.
i. Property and project boundaries are included.
j. Wetlands are delineated, or a note on the plans states that none exist.
k.lji (Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
I. �a 1AMean high water line is identified, if applicable.
M. Drainage areas are delineated, including all off -site contributions.
n. ✓ V-7 Existing contours, proposed contours, spot elevations, and finished floor elevations are
"early shown.
o. _ Built -upon areas, existing and planned and including buildings, roads, etc. are shown.
p. Lots and or building numbers are labeled.

q.v/ Stormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r. — rlA For wet ponds, average depth is consistent with maximum depth.
s.✓i�jj Monitoring wells or benchmarks are located.
t. _ Drainage easements and pipe sizes are identified.
u.— Olt Vegetated buffers (where required) are labeled.
2 v. Vegetated filters (where required) are identified.
w_ r`QPi-evel spreaders (where required) are identified.
x._tjJp, Dimensioned typical unit footprint for multi -unit developments are given.
y. Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
zV Details of stormwater control measures are included.
Vegetative stabilization plan is included.
3) Supplement Forrn(s) — these are general supplement requirements; see the following page for
further' formation on specific project types.
a. V One original and one copy are provided. The copy will be returned to the applicant with the
�rmit.
b. V V Correct supplements are provided for each drainage area.
c. ✓V All items on the supplement(s) are completed.
d.� Project information is consistent with the application and plans.
e. Operation and Maintenance agreement for engineered stormwater systems including curb
outlet systems is signed and notarized.
V ,)crnvo u(- {+tj(Cfr6
\ 4) �e - made payable to NCDENR is enclosed.
N5) (Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
a. '`/ Supporting calculations are provided for the numerical data submitted in the application
V ,end supplements.
b. V For engineered stormwater controls, supporting calculations are signed and sealed.
7) SoilsjReport
a. /_v For projects with engineered stormwater controls, a soils report is provided.
b. 1/ �_ On -site soil borings at the location of the proposed treatment system are included.
C. t/ v A soil profile and characteristics including the depth to the seasonal high water table
�HVVT) is given.
d. ngs are related to the NRCS County Soils map, an 8%. x 11 inch copy of the county
soils map with the project location shown is provided.
8) Veggfgtion Plan
a. 'Temporary and permanent grass seeding specifications are provided.
b. V \\)-For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
9) / Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
J These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATA\WQS\State SW-TMA\SW Application Review Checklist revised (Updated 6/18/07)

PROJECT TYPES AND SUPPLEMENTS
A. Low Density: Supplement SWU-104 or SWU-105
Applicability:
• Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
• In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
• No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
• Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 3:1 (horizontal to vertical) or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SWU-104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
Deed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01, SWG02, SWG03, SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
• For these types of projects, a Notice of Intent should be submitted. Upon review and approval, a
Certificate of Coverage will be issued covering the applicant under a general permit.
• Regulatory Reference: NCAC Title 15A, 02H.1013.
C. Hiah Density: SWU-102, SWU-103, SWU-106, SWU-107, SWU-108, SWU-109
General Considerations:
All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices. Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.

• All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
hftp://h2o.enr.state.nc.us/su/Forms Documents Main.htm
• All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
• Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
• For the purposes of operation and maintenance access, all stormwater management structures
shall be located within recorded drainage easements.
• Plans for engineered stormwater control systems shall be prepared and sealed by a professional
engineer.
• Supporting calculations must also be signed, dated and sealed.
• One supplement shall be submitted for each drainage area.
• Regulatory Reference: NCAC Title 15A, 02H.1008.

® 8'�. 46
AtA 4 -
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review.. Include this form
with the application package because it helps us to distinguish, which projectsare.g'olrigthrougfi!the express review
and not the routine review:
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(a)DEC 13 2007ncmail.net
• Mooresville&Ahevilll Region -Patrick Grogan 704-663-3772orpatrick.grogan(a)ncmail.nef�Vt�^.'����
• Washington Region -Lyn Hardison 252-946-9215 or Iyn.hardison(e�ncmail.net AJJ o j1
• Wilmington Region -Cameron Weaver or Janet Russell910-350-2004 or cameron.weaver(alncmail.net or [e-mail]
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Raiu UDDalapati
Company R&E Developments LLC Address 821 Ocean Trail, Suite 4 City/State Corolla, NC Zip 27927
Phone [phone] Fax [phone] Email
PROJECT SYSTEM(S) TRIBUTARY TO Albemarle Sound SURFACE WATER CLASSIFICATION SC
PROJECT Name Bank of Commonwealth. Kitty Hawk County Dare
ENGINEER/CONSULTANT Victor White
Company Landmark Engineering & Environmental PC
Address PO Box 1190 City/State Kitty Hawk, NC Zip 27949
Phone [phone] Fax [phone] Email landmarkengineednq(7aembargmail.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
WETLANDS (401): Check all that apply / Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No / Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance : ❑ No ❑ YES
/ Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No / 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/.US ACOE: ❑ Yes ❑ No / Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # 067775) Total Fee Amount $ 4000
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
Variance ❑ Ma'; ❑ Min
SW ® HD; ❑ LD)
12/13/07
$4000
401:
LQS
Stream Deter,_

North Carolina Secretary of State
CORPORATIONS
http://www.secretary.state.nc.us/corporations/Corp.aspx'IPltemid ...
Date: 12/13/2007
Corporations Home
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Report i
Corporation Names
Name Name Type
NC R&E Capital Legal
Investments LLC
NC R&E
Developments, Prev Legal
LLC
Limited Liability Company Information
SOSID:
0683161
Status:
Current -Active
Date Formed:
7/16/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Khoury, Daniel D
Registered
6 Juniper Trail
Office Address:
Kitty Hawk NC 27949
Registered
PO Box 1042
Mailing Address:
Kitty Hawk NC 27949
Principal Office
801 Ocean Trail
Address:
Corolla NC 27927
Principal Mailing No Address
Address:
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2 of 2 12/13/2007 3:53 PM

1%
MONITORING REPORT(MR) VIOLATIONS for:
Repon Date 11/09/07 Page 25 of 2e
- y Permit: NCO079057
MRs Between:. 1-1978
and 11-2007
Region: Washington
Violation Category: %
_ Program Category % I
I Facility Name: %
Param Name: %
County: %
T Subbasin: %
Violation
Action: %
Major Minor. %�
�
A
c, l
PERMIT: NCO079057
FACILITY: Town ofWanteo -
Manteo WWTP
=�
COUNTY: Dare
REGION:
Washington
4-
Monitoring Violation
-
MONITORING OUTFALL /
VIOLATION
UNIT OF
CALCULATED
REPORT PPI LOCATION
PARAMETER
DATE
FREQUENCY
MEASURE
LIMIT VALUE
VIOLATION TYPE1;
VIOLATION ACTION
01 -2003 001 Effluent
pH
01/04/03
5 X week
su
Frequency Violation
No Action, BPJ
01 -2003 001 Effluent
pH
01/25/03
5 X week
su
Frequency Violation
No Action, BPJ
04 -2003 !l 001 Effluent
pH
04/26/03
5 X week
. su
Frequency Violation
No Action, BPJ
07 -2003 001 Effluent
pH
07/05/03
5 X•week
su
`
Frequency Violation
No Action, BPJ
08 -2003 001 Effluent
pH -
08/23/03
5 X week'
su
Frequency Violation
No Action, BPJ
09 -2003 001 Effluent
pH
09/06/03
5 X week
su ,-
Frequency Violation
No Action, BPJ
11 -2003 001 Effluent
pH
11/15/03
5 X week
su
Frequency Violation
No Action, BPJ
-
•r
12 -2003 001 Effluent
pH '
12/20/03
5 X week
su
Frequency Violation
No Action, BPJ
Reporting Violation
r
MONITORING OUTFALL/
VIOLATION
UNIT OF CALCULATED
REPORT PPI LOCATION PARAMETER
r DATE ,FREQUENCY
MEASURE LIMIT VALUE VIOLATION TYPE
VIOLATION ACTION
06 -2002
06/30/02
Compliance Status Missing
None
11 -2003
11/30/03
Compliance Status Missing
No Action, BPJ
i
04 -20D4
05/3l/04
Late/Missing DMR
No Action, BPJ
06 -2004
07/3l/04
Late/Missing DMR
No Action, BPJ
07 -2004
08/31/04
Late/Missing DMR
No Action, BPJ
05 -2006
07/01/06
Late/Missing DMR
Proceed to NOV
08-2006
10/01/06
Late/Missing DMR
Proceed to
Enforcement Case
a
N
L

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12/14/2007 8:14 AM