SW8020502_Historical File_20160224

PAT MCCRORY
coyemor
DONALD R. VAN DER VAART
Energy, Mineral
and LandResources
ENVIRONMENTAL QUALITY
February 24, 2016
Randy M. Schilsky, Owner
Schilsky Chiropractic Center
445 A Western Blvd
Jacksonville, NC 28540
Subject: State Stormwater Management Permit No. SW8 020502
Schilsky Chiropractic Center
High Density Subdivision Wet Detention Pond Project
Onslow County
Dear Mr. Schilsky:
seawffly
TRACY DAVIS
Dhedor
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEN LR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this permit references DEMLR as the Division responsible for issuance of the
permit. .
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for Schilsky Chiropractic Center on December 7, 2016. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000. We are forwarding modified Permit No. SW8 020502 dated
February 24, 2016, for the construction, operation and maintenance of the BMP's and built -upon area
associated with the subject project.
This permit shall be effective from the date of issuance until October 16,2016 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the -Ar
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in f dure compliance problems.
The following modifications are included and covered by this permit:
1. This permit originally approved 58,669 square feet of built -upon area for the First Citizen Bank
based on the information presented in Permit No. SW8 010522. However, it was later discovered
that Permit No. SW8 010522 was for a First Citizens Bank located several miles down the road.
The First Citizens Bank associated with this project was permitted under SW8 000937, which
allocated 60,755 square feet of built -upon area. This modification adds 2,086 square feet of built -
upon area to the of1she lot for the First Citizens Bank as well as corrects the permit number
associated with the Frist Citizens Bank project.
2. The modified permit does not.impose new or different terms, it merely restates some of the
previous terms to provide you with a better understanding of your obligations under the permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of Nor@ Carolina I Em r=nenW Qqa* I EnWaa, Mmaal and Land Rosom=
127 Cardinal Drive Extension I Wilmington, NC 29405
910 796 7215 T 1 910 350 2004 F I h#w//nrntal ncdeocoinhveb/lr/

State Stormwater Permit No. SW8'020502
Page 2 of-2 '
If you have any questions, or need additional information concerning this matter, please contact Christine
Hall or Linda Lewis in the Wilmington Regional Office, at [phone].
Sincer ly,
Am, Tracy Da E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: %StormwaterTermits & Projects\20021020502 HD12016 02 permit 020502
cc: David Newsom, Crystal Coast Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I htm://DorW.nodenr.orWmb/ir/

State Stormwater Permit No. SW8 020502
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Christine
Hall or Linda Lewis in the Wilmington Regional Office, at [phone].
Sincer ly,
Tracy Davis, P.E., Director
Division of Energy; Mineral and Land Resources
GDS/canh: %StormwaterTermits & Projects\20021020502 HD12016 02 pernut 020502
cc: David Newsom, Crystal Coast Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I httn://omtal.ncdenr.ore/web/Ir/

State Stormwater Management Systems
Permit No. SW8 020502
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Randy M. Schilsky, Owner
Schilsky Chiropractic Center
Western Blvd and Dolphin Drive, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land
Resources (hereafter referred to as the Division or DEMLR) and considered a part of this
permit.
This permit shall be effective from the date of issuance until October 16, 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 1.8 of this permit. The subdivision is permitted for four
outparcels and one offsite area (rirst.Citizens Bank). Each of the outparcels is limited
to a maximum amount of built -upon area as indicated in Section 11.14 (f) of this permit.
The offsite area (First Citizens Bank) is limited to a maximum of 60,755 square feet of
built -upon area.
3. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The stormwater control measure has been designed to handle the runoff from 329,610
square feet of impervious area. The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control
measure.
5. The drainage area will be limited to the amount of built -upon area indicated in Sections
1.4 and 1.8 of this permit, and per approved plans. This permit does not provide any
allocation of built -upon area for future development.
Page 1 of 9

State Stormwater Management Systems
Permit No. SW8 020502
6. A vegetated filter strip is not required for this pond
as it has been designed for a 90%
total suspended solids removal efficiency.
7. Prior to the discharge of stormwater runoff from any lot into the approved stormwater
system, the permittee shall ensure that the owner
of the lot has obtained a separate
Offsite Stormwater Management Permit from the Division.
8. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
a. Drainage Area, acres:
9.63
Onsite, ft2:
419,483
Offsite, ft2:
None
b. Total Impervious Surfaces, ft2:
329,610
Buildings, ft2:
11,492
Streets, ft2:
23,609
Parking, ft2:
24,039
Sidewalk, ft2:
7,240
Outparcel (Lot 1-A), ft2:
43,746
Outparcel (Lot 131), ft2:
52,925
Outparcel (Lot 1), ft2:
58,160
Outparcel (Lot 3), ft2:
47,644
Offsite (SW8 000937), ft2:
60,755
c. Pond Depth, feet:
6
d. TSS removal efficiency:
90%
e. Design Storm:
1"
f. Permanent Pool Elevation, FMSL:
37
g. Permitted Surface Area @PP, ft2:
18,896
h. Permitted Temporary Storage Volume, ft3:
27,000
i. Temporary Storage Elevation, FMSL:
38.3
j. Controlling Orifice:
2.0"0 pipe
k. Permanent Pool Volume, ft3:
64,600
I. Forebay Volume, ft3:
15,927
m. Maximum Fountain Horsepower:
1/4
n. Receiving Stream / River Basin:
UT to Mill Creek / White Oak
o. Stream Index Number:
19-9
p. Classification of Water Body:
"C; NSW'
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, -shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. The permittee is responsible for verifying that the proposed built -upon area for the
entire lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built -upon area may not be revised without approval from the Division,
and responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -upon
area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 020502
4. 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.
5. 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.
6. 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is 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.
10. 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.
11. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
12. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
13. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 020502
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 020502, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area for the four outparcels and the offsite area is as
follows:
Ourp,arcel /Oftite Area
Max built -upon are )
Lot 1-A
43,746
Lot B 1 aka Lot 2
52,925
Lot 1
58,160
Lot 3
47,644
Offsite First Citizens Bank
60,755
TOTAL
This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot
line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff from the the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or
grading perimeter swales and directing them into the pond or street. Lots that
will naturally drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
J. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package'to the Division and receive a permit prior to any
construction on the lot.
15. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 020502
17. A' decorative spray fountain will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The failing water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1/4
horsepower.
18. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the. conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
4. 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.
5. In the event that the facilities fail to perform satisfactorily 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.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to. construction.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 020502
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit modified and reissued this the 24t" day of February 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 020502
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 020502
Master Permit No. SW8 020502
Lot # from
Master Permit
Offsite Permit
No.
Date Issued
Offsite Project Name
Allocated
BUA
Proposed
BUA
Lot 1A
SW8 070121
Lot 1A Randy Schilsky & Suezen
Division — Dr. Shaine Covert
43,746
43,746
Lot 2
52,925
Lot 1
58,160
Lot 3
SW8 101017
3/10/2011
Browning & White Building
47,644
47,644
Offsite Area
SW8 000937
TBD
First Citizens Bank, 2555
Western Blvd
60,755
60,755
Page 7 of 9

SchilskV Chiropractic Center
Stormwater, Permit No. SW8 020502
Onslow County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 020502
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 020502
Certification 'Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
1. 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 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. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Onlsow County Building Inspections
Page 9 of 9

• c
DEMLR USE ONLY
Date Received Fee Paid Permit Number
12-
-Za -o- v SW v2aSv2
Applicable Rules:
❑ Coastal SW -1995 13 Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: 11
State of North Carolina
Department of Environment and *natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
BY:
7 2015
445-A Western Boulevard
CityJacksonville County:Onslow Zip:285An
3. Directions to project (from nearest major intersection):
From intersection of NC 24 & US 17 in Iacksonville, north on US 17 a1212rox.1.4 miles to Western Blvd left on
Western Blvd Mprox.1.4 miles to Marlin Drive, left on Marlin Drive 1 block to Dolphin Drive
4. Latitude:34° 47' 32" N Longitude:77* 24' 41" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New NModification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU--102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 020502 Mod —,its issue date (if known)4/4/08 and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NHigh Density ❑Drains to an Offsite Stormwater System -]Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑1`1PDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

JIL CONTACT INFORMATION
1. a. Print Applicant / Signing Officials® name and title (specifically the developer, property owner, lessee,
designated,government official, individual, etc. who owns the project):
Applicant/Organization:Randy M. Schilsky. Schilsky Chiropractic Center
Signing Official & Title:Randy M. SchilskY, Owner
b.Contact information for person listed in item la above:
Street Address:445-A Western Blvd
City:Jacksonville State:NC Zip:28540
Mailing Address (if applicable):same
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Ski to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Ownerce name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
Email: 1 � p
3. a. (Optional) Print the name and title of another contact such as the projectce cons ti p rT' r o r
person who can answer questions about the project:
Other Contact Person/Organization: Qom,
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Ci!y of Jacksonville
Point of Contact:Danny Bryan Phone #: (910 ) 9387406
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

Imo: PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Pond '
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW Y 1995 ❑ Ph II Y Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 9.63 acres 5. Total Coastal Wetlands Area: -0- acres
6. Total Surface Water Area: -0- acres
7. Total Propperty Area (4) Y Total Coastal Wetlands Area (5) Y Total Surface Water Area (6) = Total Project
Area+:9.63 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or AIHW) line. The resultant project area :s used to
calculate overall percent built upon area (B A). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 78.6% %
9. How many drainage areas does the project have?1(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
DramaLe Area _
a e Area _
tana aArea _Dramage
Area
Receiving tream Name
UTto MiU Creek
Stream ClassQNSW
Stream Index Number
-
otDrainage Area s
s
-site Drainage Area s
s
Off -site Drainage Area s
-0-
Proposed Impervious Area (sf)
329,610 s
% Impervious Area (total)
Impervious" Surface Aria
Drainage Am_
Drainage Area _
rainage Area _
ramage Area _
-site u mgs ots s
see attached
spreadsheet
-site Streets s
-site Parking s
-site Sidewalks (sf)
Other on -site s
D
Future s
Off -site s
Existing s
Total s
s
Stream Class and Index Number can be determined at: httP.-1 ortal.ncdenr.org/weh&LOs/csu/classifications
** im envious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. ACAD
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htW://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hft://12ortal.ncdenr.org/web/­`wA/ws/su/­statesw/fonns-docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at hgp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hf:tp://12ortal.ncdenr.org/web/W_q./ws/su/statesw/forins-docs.
. Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCUENR. (For an Express review, refer to
htW://www.envhelp.org/1ages/ones!opexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor -
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within ;6 mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to URk5=x 1 (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines. AM ff,.....
• Delineate the vegetated buffer landward from the normal pool elevation i$ I.:.'
structures, the banks of streams or rivers, and the MHW (or NHW) of tid aters. _
i. Dimensioned property/project boundary with bearings & distances. DEC 0 7 ZD iJ
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevatio
1. Details of roads, drainage features, collection systems, and stormwater control VULU.
m. Wetlands delineated, or a note on the plans that none exist. (.Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SVVU-101 Version Oct. 31, 2013 Page 4 of 6

9. u Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an L>EI:541:_copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: various Page No: various
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htip://www.secret4U.state.nc.us/Corporations/CSearch.4. px
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and /or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:David K. Newsom, PE
Consulting Firm: QUstal Coast Engineering, PA
Mailing Address:205-3 Ward Road
City:Swansboro State:NC Zip:28584
Phone: (910 ) 325-0006 Fax: (910 ) 325-0060
Email:crystalcoasteng0bizec.rr.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently propposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
I 'it DEC 0 7 201�
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

Ar thr legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a co leted Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment fa ih without a valid permit. I understand that the operation of a stormwater treatment facility
without a va 'd a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action inclu e s t of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:lip
r l3 1
before me this -0 da
a stormwater permit.
y
Crystal C Eason
NOTARY PUBLIC
Dupiin County, NC
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires
I, (print or type name of person listed in Contact Information, item 1a) Randy M. Schilsb, Owner
certify that thekformation included on this permit application form is, to the best of my knowledge, correct and
that the proje ill be constructed in conformance with the approved plans, that the required deed restrictions
and protecti c be recorded, and that the proposed project complies with the requirements of the
applicable sit I e 1 u der 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: k I Date: 11 I3
115
I, or\U4 (2- a Notary Public for the State of O'C) „ CetrohAa, , County of
do hereby certify that VV) SLQ personally appeared
before me this j:!) day of CN LyVN6X" c)N1-73' , a ack owled e d igcution of the application for
a stormwater permit. Witness my hand and official
Cruel C Eason.
NOTARY PUBLIC
Duptin County, NC
SEAL
My commission expires_
EGEE1
' DEC 0 7 2015
BY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Energy, Mineral
and Land Resources
ENVIRONMENTAL DUALITY
January 15, 2016
r!i 1 IVIU%_nvT 1
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
f j Director
LAI
o�
Branch Manager
First Citizens Bank
2555 Western Boulevard
Jacksonville, NC 28546
Subject: State Stormwater Management Permit No. SW8 000937
First Citizens Bank 2555 Western Boulevard
Project served by an Offsite System
Onslow County
Dear Branch Manager:
On December 15, 2000, the Wilmington Regional Office of the former Division of Water Quality
issued a high--density-wet-detention -pond-permit to Thomas-B. Morriss -VP --of First -Citizens Bank; -for
the subject project. It has come to the attention of the Division that on October 18, 2002, this
particular project was intended to be included as offsite drainage area in the Schilsky Office Park
permit (SW8 020502). This allowed the Bank's previously permitted wet pond to be filled in because
the runoff from the Bank's built -upon area would be treated in the Schilsky Office Park pond.
Due to a clerical error, the Bank's existing permit was not corrected at that time to reflect a change in
the regulated activity from high density wet detention to Offsite. This error was recently discovered
when a letter requesting that the permit be renewed was sent to the Bank. Further investigation
revealed that the permit application for the Schilsky Office Park referenced the wrong permit number
for the First Citizens Bank of SW8 010522.
The First Citizens Bank actually covered by the SW8 010522 permit is located several miles east of
your location at 302 Western Boulevard, near White Street. To further complicate matters, the SW8
010522 Bank permit allocated a maximum of 58,669 sf of Built -upon area (BUA), which is the
amount that was covered in the Schilsky permit as part of the permitted Offsite BUA treated in that
pond. However, the correct permit for the First Citizens Bank located at 2555 Western Boulevard is
SW8 000937. Unfortunately, the SW8 000937 permit allowed a maximum of 60,755 sf of BUA to be
constructed. Since the Schilsky permit only covered 58,669 square, the difference of 2,086 square feet
needs to be addressed. Please be advised that on December 7, 2015, the Division received a modified
permit application for Schilsky Office Park to account for that additional 2,086 square feet of BUA.
The original bank permittee, Mr. Thomas Morris, was advised of this situation in a June 12, 2015
letter sent by the Division, but he has not responded to date. The Division is concerned that either the
mailing address is no longer valid, or Mr. Morris has retired or moved on. In either case, the Division
would appreciate it if the Branch Manager could forward this letter to the appropriate person within
the First Citizens Bank hierarchy who has the authority to handle situations with government -required
permits. The Division is also requesting that the First Citizens Bank individual acknowledge these
events and authorize the Division to change the regulated activity for SW8 000937 to "Offsite" so
that the permit can be reissued. Please respond to this letter by February 15, 2016.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 2N05
910 796 7215 T 1 910 350 2004 F I htto://mortaLncdenr.orrJweh/lr/

Page 2 of 2
If you have any questions, please do not hesitate to call Linda Lewis at [phone] or email her at
[e-mail].
Sinc ely,
Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS1arl: 111Stormwater\Permits & Projects120001000937 Offsite12016 01 letter 000937
cc: Peter Bishop, P.E., Kimley-Horn and Associates
Randy Schilsky, owner SW8 020502
Dave Newsom, P.E., Crystal Coast Engineering
Wilmington Regional Office Stormwater File
State ofNorth Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I htto://t)orW.nodenr.ore/web/]r/

Completeness Review Checklist
Project Name: Se-, 4—, t6kgy �, ���`y Received Date: �(!
Project Location: Accepted Date:
Rule(s) ®2008 Coastal 111995 Coasta hase II (WiRO.) ®Universal ®1988 Coastal
Type of Permit: New or Mod or Existing Permit # (Mod or PR):5==PE Cert on File?
Density: HD or or Residential ®NCG:
%: �(% OK? Oe:tComfnercial
a lass: ®SA Map ®Offsite to SW8
Subdivided?: idn or in le Lot I MORW Map MlExempt
Paperwork / Emailed Engineer on:
13Supplement(s) (1 original per BMP) BIViP Type(s):
E30&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures Deed
Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
�,$505 (within 6mo) � ®Email Address: Owner
;Soils Report with SHWT Note to Reviewer:
Calculations (signed/sealed)
No obvious errors
DDensity includes common areas, etc
F
�<�'- /-0
------------
Deed Restrictions, H subdivided: AA
Signed & Notarized
Correct Tempiate (Comm/Res & HD/LD) or Dec. Covenants & Rest �.
Plans
2 Sets �Detaiis (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
�"7'Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps r7Project Boundaries
Infiltration. I Wet Pond I Offsite
Soils Report
SHWT:
Bottom:
Visited:
Additional information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Soils Report
�SHWT: -
PP:
®PE Cert for Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed;
Lot #:
®Lot # Matches Master
Proposed:
sf
sf

Crvstal Coast Enaineerin , PA
205-3 Ward Road
Swansboro, N.C. 28584
Tel: [phone] Fax: [phone]
Email: [e-mail]
December 4, 2015
Ms. Linda Lewis
DENR — DEMLR
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stormwater Project No. SW8 020502
Schilsky Chiropractic Center
Onslow County
Dear Ms. Lewis,
'ECEiii"E
DEC O l 2015
BY:
In response to the Notice of Permit Extension and Request for Additional Information dated
October 15, 2015, we have enclosed the following items:
One (1) original and one (1) copy Stormwater Management Permit Application (Modification)
One (1) Wet Detention Basin Supplement
One (1) copy Design Calculations
As requested, we have corrected the BUA listed for the of'site parcel (First Citizens Bank),
and noted the correct offsite permit number on the `BUA Summary" (attached to the permit
application). We have also determined that the Stormwater Pond; as originally designed,
can accommodate the additional 2,086 sf of of'site BUA. No changes to the pond design
are required.
We are hopeful that this response addresses all concerns. Should you have questions or
additional concerns, please feel free to contact me.
CRYSTAL COAST ENGINEERING, PA

CA
t.
148
Design Calculations
Stormwater Treatment Facilities ��+. •}
for r'••�•.K.-IEtO�'
Schilsky Chiropractic Center - 2015 Moc��
located off
Western Boulevard - Jacksonville, N.C.
1. PROJECT DESCRIPTION
Crystal Coast Engineering, PA
5-3 Ward Road, Swansboro, NC 28584
Ph* 910-325-0006 — Fax: [phone]
Firm License No.: C-2553
The project consist of a commercial building and associated sitework on a 9.63 acre tract located on Western
Boulevard approximately 1,200' northwest of the intersection of Western Boulevard and Henderson Drive in
Jacksonville, N.C. Proposed construction will include a new building, parking lot and sidewalks.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
Existing
Proposed
Total
On -Site Buildings
0
24,669 sf
On -Site Streets
3609
0
23,609 sf
On -Site Parking
1453
0
71,453 sf
On -Site Sidewalks
0�24569
7060
0
17,060 sf
Other on -site
170
0
170 sf
Future
0
0
0 sf
Off -site
, 755
0
60,755 sf
Sub -Total
197,716
0
197,716 sf
FUTURE
Total
Total Area Drainage to Pond:
0 131 131,894 SF
197,716 131,894 329,610 SF
RAIV,483: SF
Percent impervious = 0.786 or 78.6 % �..a
DEC 0 7 2013
b. Compute Pond Surface Area BY: -
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming 6 foot pond depth:
SA/DA = 4.502 % (interpolated)
Therefore:

Surface Area = SA/DA x Drainage Area
18,885 SF sayl 18,8961 SF
c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 238.09 feet
Width = 79.36 feet
Site conditions, however, dictate:
Length = 300.5 feet
so, Width (avl 65.0 feet
Actual L/W = 4.6
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.757 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 26,469 CF say 27,000 CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error
d = 1.29
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h)-).s
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
= 0.089 cfs
h=d/2
= 0.65

Solving for D:
D = 2.07 Use 2.00 " pipe
Actual Dra%,do;q/n with actual drawdo%-.'n pipe diameter fusing orifice equation):
Q= 0.084 cfs
Draw Down Period = 3.74 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper = 0.8
Cpery = 0.2
Ccum = 0.7
110 ='6.50 in/hr
A = 9.63 ac
Q 10 = 41.81 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3.33LH'*5) to solve for L such that H = 1.0:
L = 12.56 Feet
Use 60 inch diameter outlet structure
7. DETERMINE 010 STAGE
Q 10 = 41.81 cfs
Using Francis Formula (Q=3.33LH"s) solve for H:
H 10 = 1.37 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.67
1100 = 8.50 in/hr
A = 9.63 ac
Q100 = 54.68
Using Francis Formula (Q=3.33LH"5) solve for H:
H 100 = 1.64 feet
V

9. DETERMINE 0100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/Cw x L)"
where: Q = Q100 54.68 cfs
Cw = 3.0
Length = 40 feet
H = 0.59 feet
10. FOREBAY SIZING
Size forebay to include approx. 20% of total volume:
Total Pond Volume:
Area @ Normal Surface: 19,533 SF
Area @ bottom Shelf: 12,623 SF
Area @ pond bottom: 4,836 SF
Approx. Total Volume = 64,622 CF (using average end method)
Desired Forebay Volume = 12,924 CF
Actual Forebay Volume:
Area @ Normal Surface: 3,884 SF
Area @ pond bottom: 1,425 SF
Actual Forebay Volume = 15,927 CF
11. SUMMARY
Pond Dimensions:
Length = 65.00
Width = 300.50
Pond Elevations:
Top Berm (minimum)
H= 0.59
100-Yr. Flood
H100 = 1.64
10-Yr. Flood
H10 = 1.37
1-inch Storage
storage depth = 1.29
Permanent Pool
(using average end method)
Relative
Actual
9.52
40.52
8.93
39.93 (emerg. weir elev)
8.66
39.66
7.29
38.29 (primary weir elev)
6.00
37.00 (invert out elev)
I

pond depth 6
Pond Bottom 0 31-00

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Design Calculations
Stormwater Treatment Facilities
for
Schilsky Chiropractic - 2015 Mod
located off
Western Boulevard - Jacksonville, N.C.
1. PROJECT DESCRIPTION
ECEIVE
NOV 1 2 2015
BY:M2el%4(
The project consist of a commercial building and associated sitework on a 9.63 acre tract located on Western
Boulevard approximately 1,200' northwest of the intersection of Western Boulevard and Henderson Drive in
Jacksonville, N.C. Proposed construction will include a new building, parking lot and sidewalks.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
Total
Total Area Drainage to Pond:
Percent Impervious
b. Compute Pond Surface Area
xisting
Proposed
Total
0
if74�
11,492 SF
0
23,601W,
23,609 SF
0
24,039
24,039 SF
0
7,24
7,240 SF
0
0
4t►755
J
60,755
60,755
66,380
127,135 SF
202,475 SF
60,755
268,855
329,610 SF
0.785 or 78.5 %
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming foot pond depth:
SA/DA = 4�491 % (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
= 18,875 SF say SF

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 238.09 feet
Width = 79.36 feet
Site conditions, however, dictate:
Length = feet
so, Width (av! 65.0 feet
Actual L/W = 4.6
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.756 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 26,470 CF sayCF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.29
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h)-5).5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.089 cfs
h=d/2
= 0.65
Solving for D:
D = 2.07 Use 2.00 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.084 cis
Draw Down Period = 3.74 days OK, < 5.0

6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper = 0
Cpery = 0:'1'
Ccum = 0.7
110 in/hr
A = 9.64 ac
Q10 41.86 cis
Assuming 1/2 clrcumference is used as weir and using
Francis Formula (Q=3.33LH"5) to solve for L such that H 1.0:
L = 12.57 Feet
Use 60 inch diameter outlet structure
7. DETERMINE 010 STAGE
Q10 = 41.86 cis
Using Francis Formula (Q=3.33LH") solve for H:
H10 = 1.37 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.67
1100 =1 $ 7In/hr
A = 9.64 ac
Q100 = 54.73
Using Francis Formula (Q=3.33LH"5) solve for H:
H100 = 1.64 feet
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate 0100)
Emergency spillway shall be a broad crested earthem weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/Cw x L)u'
where: Q = G100 54.73 cfs
Cw = 3.0
Length = ` " _ feet
H 0.59 feet
10. FOREBAY SIZING
Size forebay to include approx. 20% of total volume
Total Pond Volume:
Area C Normal Surface:
19,533 SF
Area @ bottom Shelf:
12,623 SF
Area @ pond bottom:
4,836 SF
Approx. Total Volume =
64,622 CF (using average end method)
Desired Forebay Volume =
12,924 CF
Actual Forebay Volume:
Area @ Normal Surface:
3,864 SF
Area @ pond bottom:
1,425 SF
Actual Forebay Volume =
15,927 CF (using average end method)

11. SUMMARY
Pond Dimensions:
Length = 65.00
Width = 300.50
Pond Elevations:
Top Berm (minimum)
H= 0.59
100-Yr. Flood
H100 = 1.64
10-Yr. Flood
H10 = 1.37
1-inch Storage
storage depth = 1.29
Permanent Pool
pond depth 6
Pond Bottom
Relative
Actual
9.52
40.52
8.93
39.93 (emerg. weir eiev)
8.66
39.66
7.29
38.29 (primary weir eiev)
6.00
37.00 (invert out elev)
01
A�

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, November 12, 2015 8:36 AM
To: '[e-mail]'
Cc: Brian Jarman
Subject: RE: Stormwater Permit SW8 020502
That works for me.
We would NOT require that the pond be redesigned under average depth. The source of this error is unknown, so it
would be unfair to penalize the permittee for that.
Linda
From: [e-mail] [mailto:[e-mail]]
Sent: Wednesday, November 11, 201510:03 AM
To: Lewis,Linda <[e-mail]>
Cc: Brian Jarman <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
Success .... I think (see attached).
It appears possible to increase the total BUA associated with First Citizens to 60,755....... with adequate Surface Area and
Treatment volume in the existing pond.
BUT, bear in mind the original pond design was prior to the Average Depth Policy Change....... and is based on Max Depth
(6'). But, as that was the accepted design premise at the time ...... I presume it is acceptable to base this modification on
the same basis?
Also, I may need some additional help....
Here are the BUA figures I show.
Offsite First Citizens Bank
Public Streets
Schilsky Chiropractic (Lot 2A)
Shanie Covert (Lot 1-A)
East Carolina Bank (Lot 131)
Brantly, Riddle Jenkins Hardy Hardy (Lot 1)
David Altman (Lot 3)
Total BUA
327,524 sf.
60,755 sf (was 58,669)
23,609 sf
42,771 sf 0 00502
43,746 sf Soo 0 0170 (G `
52,925 sf (FUTURE ALLOCATION)
58,160 sf (FUTURE ALLOCATION)
47,644 sf (FUTURE ALLOCATION)
CNo P-M&' ,G`%t
ko null)
/0[01 1
329,610 sf (previously (prior to updating First Citizens) was

Do these figures match your own?
Also, have any of the FUTURE ALLOCATIONS I show above been built and perhaps permitted by others?
Thanks .... once I get these few questions answered .... I believe I can complete the Permit Modification form.
From: [e-mail] [mailto:[e-mail]]
Sent: Wednesday, November 11, 2015 8:25 AM
To: 'Lewis, Linda' <[e-mail]>
Cc: Brian Jarman <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
All
Found the old original Schilsky Pond spreadsheet on my server......
So please neither of you waste any of your time looking.
I think I have what I need.
From: [e-mail][mailto:[e-mail]]
Sent: Wednesday, November 11, 2015 7:22 AM
To: 'Lewis, Linda' <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
At this point.....1 wouldn't waste the time scanning, etc.
Let me see if I can get my hands on the ACTUAL spreadsheet......
Just waiting to hear back from Brian....
Frorn: Lewis,Linda[_mailto:[e-mail]]
Sent: Tuesday, November 10, 2015 6:15 PM
To: [e-mail]
Subject: FW: Stormwater Permit SW8 020502
I have a copy of the 2002 calculations in the file, but our scanner is not working properly at the moment, so I can't scan
it. I'll try again on Thursday.
FYI- I put the Wheeler Creek Substation permit in Georgette's box for signature. We're off for Veterans Day tomorrow,
so it'll be Thursday before it's signed.
Linda
From: Lewis,Linda
Sent: Tuesday, November 10, 2015 2:40 PM

To: '[e-mail]' <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
Dave:
I had suggested to Mr. Schilsky that some of the future allocation be used. If there is excess capacity in the pond, it
would be OK to utilize that as well.
Linda
From: [e-mail][mailto:[e-mail]]
Sent: Tuesday, November 10, 2015 12:06 PM
To: Lewis,Linda <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
First things first.....
I want to try and get my hands on my original POND CALCULATIONS (I do not have them here, but perhaps Betty at John
Pierces office has a copy).
If, per chance, that design has enough "slack" (for lack of a better word.... perhaps "excess capacity" is a better words
choice....... the SIMPLY and QUICK thing to do MAY be so simply rework the Pond Calcs to take advantage of previously
unused design capacity. If you agree with that SIMPLE strategy.... then I will try and get my hands on the design
calculations spreadsheet.
BRAIN,
Can you check your server and see if you have Design Calculations for the Pond serving Schilsky Chripractic...... Please
note there are TWO ponds serving the Schilsky project....this would be the older one (Schilsky Chiropratic Center).
From: Lewis,Linda [mailto:[e-mail]]
Sent: Tuesday, November 10, 2015 9:04 AM
To: [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
Dave:
It was a mix-up in the permit number for the Bank. At the time Schilsky Office Park was permitted, the Bank already
existed and had its own pond. On our database, there are 2 First Citizens banks located on Western Boulevard.
Apparently, the permit associated with the Bank at the other end of Western Blvd. (SW8 010522) was incorrectly
identified as being the permit for the bank within the Schilsky Office Park, which had a BUA of 58,669 sf. Who made this
determination (Division or consultant) is not clear in the file. This incorrect existing BUA amount was simply drafted over
into the Schilsky permit as being Offsite.

However, when you look at the approved plans for SW8 010522 it is immediately clear that the Bank under that permit
is not located in the Schilsky Office Park. The correct permit number for the existing Bank in Schilsky Office Park is SW8
000937 which has 60,755 sf of permitted BUA associated with it. If you want to take a look at these files and the
approved plans, please set up a file review appointment through Cameron.
The only wriggle room I see is that perhaps the 60755 sf number includes the entrance road into the Office Park since it
was shown on the approved 000937 plan, and that the same entrance road may have been counted again as "street"
area or "existing" area in the 020502 permit. If you can confirm what the actual BUA amount is for the 000937 Bank,
using the approved 000937 plan, and excluding the entrance road, that would help.
Linda
From: [e-mail] [mailto:[e-mail]]
Sent: Monday, November 09, 2015 4:03 PM
To: Lewis,Linda <[e-mail]>
Subject: RE: Stormwater Permit SW8 020502
Ms. Lewis...
Dr Shilsky has asked me on his behalf to respond to Request for Add Info for SW8 020502 (Schilsky Chiropractic
Center) .... in which you request we increase BUA associated with First Citizens Bank from 58,669 up to 60,755 sf.
Do you know the source of that 60,755 sf figure? While I don't think we (Crystal Coast Engineering) did the Storwmater
Plan for that site ..... the information in our files (and the ACAD based drawing files on the computer) indicate that BUA on
the First Citizens tract is only 58,669 sf.
Any insights you can provide is appreciated. As you know, attempting to RECONCILE BUA on these older
permits..... particularly when multiple property owners and engineers are involved ....... is terribly difficult (and
frustrating).
From: Randy Schilsky [mailto:[e-mail]
Sent: Thursday, October 22, 2015 12:11 PM
To: [e-mail]
Cc: David Newsom <[e-mail]>; Dr Schilsky <[e-mail]>
Subject: Stormwater Permit SW8 020502
Hello Linda,

Lewis,Linda
From: Scott, Georgette
Sent: Thursday, October 15, 2015 10:27 AM
To: Lewis,Linda
Subject: SW8 020502
http://www.schitskychiropractic.com/contact-us/
If this chiropractic center does not respond again, here is their phone number.
Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
[e-mail]
Office [phone]
Direct [phone]
Fax [phone]
N' C'. %'Nothing compares.,`
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

North Carolina Department of Environmental Quality
Pat McCrory
Governor
CERTIFIED Nk'AIL 97013 2630 00021760 8620
RETURN RECEIPT REQUESTED
October 15, 2015
Randy M. Schiisky, Owner
Schilsky Chiropractic Center
312 Dolphin Drive
Jacksonville, NC 28546
Donald R. van der Vaart
Secretary
Subject: - NOTICE OF PERMIT EXTENSION AND REQUEST FOR ADDITIONAL INFORMATION
State Stormwater Management Permit No. SW8 020602
Schiisky Chiropractic Center
Onslow County
Dear Mr. Schilsky:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they
are modified. Please note that this letter references DEMLR as the Division responsible for
issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any
development approval issued by the former Division, of Water Quality under,Article 21 of Chapter
143 of the General Statutes, which was current and valid at any point between January 1, 2008,
and December 31, 2010. The law extended the effective period of any stormwater permit that was
set to expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 2010-177, which granted an extra year for a total of four
(4) years extension. Accordingly, the subject permit shall now be effective from the date of
issuance until October 18, 2016. Please retain a copy of this letter with your permit.
Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for permit renewals shall be
submitted 180 days prior to the expiration date of the permit and must be accompanied by- a
processing fee, which is currently set at $505.00. Please note that you will need to complete and
submit a renewal application prior to April 18, 2016. If the property covered by the permit has
been/will be sold or legally transferred to another entity or if the project name or permit holder has
changed its name and/or mailing address, it is your responsibility as the permittee to submit a
completed and signed Name/Ownership change form to DEMLR at least 30 calendar days prior to
making the changes. Both the renewal application form and the permit transfer forms are available
on our website at: http://Portal.ncdenr.orn/web/ir/state-stormwater-forms docs.
Please note that the subject permit will also need to be corrected and modified. The 2002 permit
included a First Citizens Bank as offsite drainage area. Unfortunately, the referenced permit
number, SW8 010522, is incorrect. The correct permit number for that particular bank site located
at 2555 Western Boulevard, is SW8 000937. Even more unfortunate, the amount of offsite BUA
accounted for in the SW8 020502 permit for this bank is based on the SW8 010522 permitted BUA
of 58,669 square feet. The BUA associated with the correct bank permit is 60,755 square feet. The
pond will need to be reevaluated to account for this additional 2,086 sf of BUA. Since we are
unable to ascertain who was at fault regarding this permit number error, you will not be charged a
permit modification fee.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] I Fax: [phone] - Internet: http://portal.ncdenr.ora/web/irl
An Equal Opportunity l Af r mative Action Employer— Made in part by recycled paper

Mr. Schilsky
October 15, 2015
Stormwater Permit No. SWt3 020502
This letter is a follow-up to the letter the Division sent you dated June 16, 2016. The Division has
not received a response from you regarding the concerns outlined in that letter. Please note that
^er echedule of Compliance Condition II.14 of your permit, if the Director notifies you that the site
does not meet one or more of the minimum requirements of the permit, then you are required to
provide a written time schedule for modifying the site to meet the minimum requirements within the
time frame specified in the notice. You must provide a written time schedule for addressing the
permit compliance issues outlined in this letter by November 16. 2016. If you do not provide the
requested written time schedule by that date, then per NCGS 143-215, you may be assessed a
civil penalty of not more than $25,000 for failing to act in accordance with the terms, conditions or
requirements of the stormwater permit.
Furthermore, your failure to respond to the Division's letters could also be considered as
abandonment of -the permit, which may allow the Director of the Division of Energy, Mineral and
Land Resources to revoke the permit for just cause as set forth in NCAC 02H.1011. Revocation of
the permit will mean that the project is no longer covered by a valid stormwater permit and
therefore, the local government will not be able to issue any building permits until a new permit is
issued. Ifa new permit has to be issued, the existing wet ponds will need to be redesigned and
retro-fitted to meet current design standards.
If you have any questions about the new expiration date, the renewal, or the required permit
correction and modification, please contact Linda Lewis at [phone] or via email at
Iinda.lewisO,ncdenr.gov.
Z
S�
Stormwater Supervisor
GDS/ad GAMShared0oanwateAPennits & Projects120021020502 HD1201510 req_ren 020502
cc: Dave Newsom, P.E., Crystal Coast Engineering
Thomas B. Morris, VP, First Citizens Banle(POB 27131, Raleigh 27611)
Wilmington Regional Office Stormwater File

Lewis,Linda
From:
Randy Schilsky <[e-mail]>
Sent:
Thursday, October 22, 2015 12:11 PM
To:
Lewis,Linda
Cc:
David Newsom; Dr Schilsky
Subject:
Stormwater Permit SW8 020502
Attachments:
NCDENR Action Plan Letter.pdf, ATT00001.htm; PastedGraphic-2.tiff, ATT00002.htm;
PastedGrap hic-1.tiff; ATT00003.htm
Hello Linda,

Schilsky Chiropractic Center
A division of Onslow Spine and Rehabilitation PA
312 Dolphin Drive • Jacksonville, NC 28546.910-347-4033 . fax [phone]
October 21, 2015
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT: NOTICE OF PERMIT EXTENSION AND REQUEST FOR ADDITIONAL INFORMATION
State Stormwater Management Permit No. SW8 020502
Schilsky Chiropractic Center
Onslow County
Dear Ms. Scott,
I am in receipt of your letter dated October 15, 2015 in regards to providing a written time schedule for
addressing the permit compliance issues that you have outlined in your letter.
I will contact David Newsom directly and will review the old plan and make recommendations based
upon his findings. We will subsequently inform you of his finding and our corrective action plan by
December 15, 2015.
If you have any question or concern please contact me directly via my cell or email listed below.
Sincerely,
VP --"
ndyy Schilsky
Email: [e-mail]
Cell: 910-340-7285
www.SchilskyChiropracticCenter.com

A�
WCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
June 16, 2015
Randy M. Schilsky, Owner
Schilsky Chiropractic Center
312 Dolphin Drive
Jacksonville, NC 28546
Subject: NOTICE OF PERMIT EXTENSION AND REQUEST FOR ADDITIONAL INFORMATION
State Stormwater Management Permit No. SW8 020602
Schilsky Chiropractic Center
Onslow County
Dear Mr. Schilsky:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DEMLR as the Division responsible for issuance of the
permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010.
The law extended the effective period of any stormwater permit that was set to expire during this time
frame to three (3) years from its current expiration date. On August 2, 2010, the Governor signed
Session Law 2010-177, which granted an extra year for a total of four (4) years extension. Accordingly,
the subject permit shall now be effective from the date of issuance until October 18, 2016. Please
retain a copy of this letter with your permit.
Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for permit renewals shall be submitted
180 days prior to the expiration date of the permit and must be accompanied by a processing fee,
which is currently set at $505.00. Please note that you will need to complete and submit a renewal
application prior to April 18, 2016. If the property covered by the permit has been/will be sold or legally
transferred to another entity or if the project name or permit holder has changed its name and/or
mailing address, it is your responsibility as the permittee to submit a completed and signed
Name/Ownership change form to DEMLR at least 30 calendar days prior to making the changes. Both
the renewal aDiolication form and the permit transfer forms are available on our wobsite at:
Please note that the subject permit will also need to be corrected and modified. The 2002 permit
included a First Citizens Bank as offsite drainage area. Unfortunately, the referenced permit number,
SW8 010522, is incorrect. The correct permit number for that particular bank site located at 2555
Western Boulevard, is SW8 000937. Even more unfortunate, the amount of offsite BUA accounted for
in the SW8 020502 permit for this bank is based on the SW8 010522 permitted BUA of 58,669 square
feet. The BUA associated with the correct bank permit is 60,755 square feet. The pond will need to be
reevaluated to account for this additional 2,086 sf of BUA. Since we are unable to ascertain who was at
fault regarding this permit number error, you will not be charged a permit modification fee.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: http://Portal.ncdenr.or4/web/Ir/

N ET�IR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 12, 2011
Randy M. Schilsky, Owner
Schilsky Chiropractic Center
445-A Western Boulevard
Jacksonville, NC 28540
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 020502
Schilsky Chiropractic Center
Onslow County
Dear Mr. Schilsky:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 020502 to Randy M. Schilsky
and Schilsky Chiropractic Center for a High Density project on October 18, 2002, with a modification issued April 4, 2008. This
permit expires on October 18, 2012. Per 15A NCAC 21-1.1003(h) (the stormwater rules), applications for permit renewals shall be
submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee, which is currently set at
$505.00. If this is still an active project please complete and submit the enclosed renewal application prior to April 18, 2012. If
this project has not been constructed and a permit is no longer needed, please submit a request to have the permit.rescinded. If
you have sold the project please provide the name, mailing address and phone number of the person or entity that is now
responsible for this permit. Enclosed is a form for change of ownership, which should be completed and submitted if the
property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system,
a certification of completion be submitted to the Division from an appropriate designer for the type of system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. If you have not already provided a Designer's Certification to our office, please include a copy with
your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience.
You should be aware that failure to provide the Designer's Certification and the operation of a-stormwater treatment facility
without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action
including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact D, A � 'Q10) 796-7318.
o�
Sincerely, S O �qtT
FFi
71
9
Georgette Scott
Stormwater Supervisor
0, o.P 14-S&I .
GDS/dwc S:1WQS1Stormwater\Permits & Projects12002 \020502 HD12u , e
cc: Wilmington Regional Office File
encl.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
OoTyF9
�l
1. trohna
An Equal Opportunity 1 Affirmative Action Employer

North Carolina Department of Environment and Natural Resources
Division of Water Quality in regards to Permit Number SW8020502 Onslow County
January 5, 2011
Dear Ms. Hammers,
As indicated in your past inspection report, the following responses to deficiencies is
forwarded for your review.
1. Request that we completely collect and direct all storm water for the rear parking lot of
Chiropractic office on lot 2A as approved on storm water plans. As previously reviewed and
pictures forwarded the water had been redirected to the catch basin on the plan behind the
dumpster pad at the rear of the Schilsky Chiropractic office; however, you felt that the
redirection of the storm water was still allowing for seepage over the rip rap swale that was in
place. Since this point I have added significant amounts of small 57 stone to prevent storm water
seepage.
2. As it relates to deficiency item number two, you commented about the gravel parking
lot extension to the existing parking area that was not noted on the original storm water plan.
Please be reminded as per our discussion that this gravel parking lot is no longer owned by me
and I have no control over this property and any attempt to remove this gravel parking lot
extension could potentiate legal ramifications against me from the current land owner. I am
aware however, that he is currently preparing a site plan and storm water plan for the property
and will be clearing that property as soon as this storm water compliance concern is resolved. It
is my understanding then that you will accept his modification permit request and he will be able
to move forward with his site work which will ultimately remove the existing gravel parking lot
that is on his property.
3&4. In regards to restoring pond number one, which is located on lot four, back in to
compliance and good working order. This has taken place and all grades have been restored:
stabilization, matting, and seeding have been put in place. Repair of the berm between the
forbay and retention pond has occurred. Depths have been assessed and are within normal limits
and the pond has been put under contract with Coastal Retention Pond Services and Mr. Tim
Early to maintain the pond and keep it in good working order. This therefore also resolves item
four which requested that we create a schedule for inspection and on -going maintenance of the
storm water system. According to the signed operation and maintenance agreement enclosed,
Mr. Early has prepared that document and is currently active on maintaining the pond inspection
schedule.
Lastly, you had documented a concern related to the wetland area half -way through the
cul-de-sac being filled. I have submitted documentation from John Pierce to the US Army Corp
of Engineers which validates the approval to fill that wetland area back in 2004. All
documentation is attached. If I can be of any further assistance in this matter please do not
hesitate to contact me directly at 910-340-7285.
1pr. Randy M. Sch7sky
Owner, Schilsky Chiropractic Center

RECD JAI 2 011
From: Sarah Parker
Re: Dr. Randy Schilsky
CC:
The Desk of:
Sarah Parker
Phone: [phone]
Fax: [phone]
RMS [e-mail]
Date: 1/5/2011
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Notes:
kar►
c�LA-
--Da)Q-L -

CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Notes:
. . . . . . . . . . . . . . .
.......................................................... ........................... ................ ......

1
Coa3tal R. .. . . . . on s
2444 Commerce Rd Jacksonville NC 28540
Phone:[phone] Ce11:910-340-0995
_ NC State Certified Storm Water BMP Retention Pond Inspector
Monthly Maintenance Agreement
Coastal Retention Pond Services ( CRPS ) Agrees To Provide The Following Services To Fulfill
This Maintenance Agreement Between Schilsky Office Park POA 118 Cobia Ct Lot 5 Jacksonville
NC & CRPS
1. Inspect 1 - single fore bay storm water treatment facility at least monthly and after all 1.5" or major rain
events to ensure the proper operation of this treatment facilities and to fulfill your obligation to Local,
NC state and Federal government permit requirements.
2. Perform a fall cutting of the aquatic plants inside the water column to meet the required NC state
specifications. This includes cutting woody root vegetation from the edge of the slopes and water column
of this treatment facility. Provide trapping and eradication of any ongoing Nutria and Muskrat infestation.
3. Mow the embankment slopes vegetation (grass) once a month or as we deem necessary to meet the
required vegetation height set by NCDENR-DWQ. (This covers the vegetation inside the fence from
the water line to the top of the embankment slope and 4 feet away from the outside of the fence.)
4. Report and provide recommendations on any maintenance or repair items that Coastal Retention Pond
Service deems noncompliant and necessary for this storm water treatment system to operate as per the
approved design drawings and meet the accepted permitted agreement issued by NCDENR-DWQ.
5. A separate bill and contract will be presented for approval for any work performed by this firm which is
not addressed in this contact. Approval in writing shall be obtained from the financially responsible
person prior to any services being performed by this firm.
6. Treat and control aquatic vegetation and algae inside this treatment facilities. This could include the
use of dyes, herbicides, skimmers or algaecides to accomplish this. The financially responsible
person will notify this firm if the effluent from this treatment facility is being or will be used for
irrigation purposes.
7. Provide monthly maintenance and inspection reports to the financially responsible person
and/or management team. These reports will satisfy the monthly requirements placed on the financially
responsible person as per NCDENR DWQ permits. The client will have possession of these reports
and will be required to maintain a log book for this treatment facility to be available for
inspection upon request by enforcement officials. Coastal Retention Pond Service will keep in our
possession a copy of these reports on digital disc for the duration of this contract.

8. Report immediately to the responsible persons via physical contact or phone concerning any item or
issues that Coastal Retention Pond Service accesses as a potential liability or loss to the financial
stability of the Corporation by posing a threat to the environment or community adjacent to this
treatment facility. Coastal Retention Pond Service will be saved and held harmless if we do not detect
any liability.
9. To be available for consultation to meet with the financially responsible persons and the Local, State
and Federal enforcement officials.
10. Remove trash from the banks, water column surface, trash rack and the inlet and outlet structure of
this treatment facility. This does not include items such as flushing pipes, closed areas, catch basins or
sediment removal. This also does not include large amounts of debris due to natural disasters or illegal
dumping.
11. It is the responsibility of the financially responsible person to keep this facility accessible and free of
obstruction for tractors and all necessary equipment to perform the contractual duties. Failure of the
client to provide accessibility to this treatment facility does not negate the monthly contractual fees
due to Coastal Retention Pond Service. We will install a common Word accessible lock on the gate.
12. Coastal Retention Pond Service will perform such duties and make recommendations as to assure the
efficient operation of this treatment facility in accordance with the permitted requirements established
by NCDENR-DWQ.
The undersigned agrees to all conditions of this maintenance agreement and agrees to pay (CRPS) the
sum of 80.00 for the initial consultation (first month) and the sum of 80.00 per month for a
period of 11 months with a 10.00 late charge on any payment received later than 30 days after the invoice
date. The undersigned also agrees to provide any documentation to this firm i.e. ( plans, engineers
drawing, existing permits, and any other pertinent documents pertaining to the above BUT facility). This
is the complete agreement between: Schilsky Office Park POA 118 Cobia Ct Lot 5
Jacksonville N.C. 28540 Contact Person: Randy Schilsky 910-340-7285 Billing
Address R O � 'S( :YaeIz scoff v T 11 e P, L, Z %,5q I and CRPS. No
other means or alteration of this contract will be valid unless in writing and accepted by both parties. This
agreement created shall commence and become effective on the date below and shall continue for a period
of 12 months and will automatically renew for another 12 mon eriod upon each anniversary of the
agreement unless the property owner or CRPS has served writtoti at least 90 days prior to the
anniversary date of their intention not to renew the agreement. T,
�rYl
S Rep.
Date 12-14-2010 Date
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