SW8110901_HISTORICAL FILE_20110920

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 I10 �I y l
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20 �I oC)2 o
YYYYMMDD

r ..
L
y
WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins Dee Freeman
Governor Director Secretary
September 20, 2011
Robert D. Baker, Managing Member
Wilmington NC VA 2011 LLC
6737 West Washington Street, Suite 3245
Milwaukee, WI 53214
AND
Julie Wilsey, Deputy Director
New Hanover County Airport Authority
1740 Airport Boulevard
Wilmington, NC 28405
Subject: State Stormwater Management Permit No. SW8 110901
Wilmington VA Outpatient Clinic
High Density Commercial Wet Detention Pond Project
New Hanover County
Dear Mr. Baker and Ms. Wilsey:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Wilmington VA Outpatient Clinic on September 19, 2011. 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 and Session Law 2008-211. We
are forwarding Permit No. SW8 110901 dated September 20, 2011, for the construction,
operation and maintenance of the BMP's and built-upon areas associated with the subject
project.
This permit shall be effective from the date of issuance until September 20, 2021, and shall be
subject to the conditions and limitations as specified therein. The designated permit holder,
Wilmington NC VA 2011 LLC, shall be responsible for meeting the conditions and limitations
specified therein. A copy of the lease agreement that outlines Wilmington NC VA 2011 LLC,
responsibilities for this stormwater system, must be kept with the permit and maintenance
activity records. Please pay special attention to the requirements and procedures for Operation
and Maintenance, permit transfer and permit renewal in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
follow the permit transfer process or to renew the permit, will result in future compliance
problems.
Please be aware that it is the responsibility of the permit holder, Wilmington NC VA 2011 LLC,
to notify DWQ of any changes in ownership via the submittal of the name/ownership change
form. However, please be reminded that if the lease agreement or contract between Wilmington
NC VA 2011 LLC and the New Hanover County Airport Authority is dissolved, cancelled or in
default, and DWQ is not notified by Wilmington NC VA 2011 LLC to transfer the permit, then the
responsibility for permit compliance reverts back to the property owner. As the property owner,
New Hanover County Airport Authority must notify DWQ immediately of the permit ownership
change and submit a completed and signed Name/Ownership Change form to DWQ within 30
days. Otherwise the New Hanover County Airport Authority will be operating a stormwater
treatment facility without a valid permit. This is a violation of NC General Statue 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day, being taken against the property owner, the New Hanover County Airport
Authority.
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One
Phone:[phone] FAX:[phone] Customer Service:1.877-623-6748 North Carolina
Internet:vrxw.ncwaterquality.org Naturally
Jfj atua ly

State Stormwater Management Systems
Permit No. SW8 110901
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing by filing a petition with the Office of Administrative Hearings (OAH).
The petition must conform to Chapter 150E of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit. A petition is considered filed when it is
received in the Office of Administrative Hearings during normal office hours. The OAH accepts filings
Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for official state
holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file (with
restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required by
NCGS §150B-23.2) is received in the OAH within seven (7) business days following the faxed or
electronic transmission. Unless such demands are made this permit shall be final and binding. You
should contact the OAH with all questions regarding the filing fee and/or the details of the filing
process. The mailing address, telephone and fax numbers for the Office of Administrative Hearings
are: 6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone [phone]. FAX 919-733-
3378.
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis, at [phone].
Since ely,
57ar Coleen 91d1lins, Director
Division of Water Quality
GDS/arl: S:\WQS\Stormwater\Permits & Projects\201 1\1 10901 HD\2011 09 permit 110901
cc: Tim Clinkscales, P.E., Paramounte Engineering
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
i
1
1 Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 110901
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Wilmington NC VA 2011 LLC
Wilmington VA Outpatient Clinic
Gardner Drive and Airport Boulevard, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 20, 2021, 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 1.7 on page 3 of this permit. The stormwater controls labeled
DA1 and DA2 have been designed to handle the runoff from 276,262 square feet and
146,745 square feet of built-upon area, respectively.
3. A 50' wide vegetative buffer must be provided adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal
waters.
4. The tract will be limited to the amount of built-upon area indicated in Sections 1.2 and
1.7 of this permit, and per approved plans. The built-upon area for the future
development is limited to 0 square feet.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The runoff from all built-upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 110901
7. The following design criteria have been provided in the wet detention ponds and must
be maintained at design condition:
Pond DA1 Pond DA2
a. Drainage Area, Acres: 8.73 5.60
Onsite, ft : 380,460 243,936
Offsite, ft2: 0 0
b. Total Impervioul Surfaces, ft2: 276,262 146,745
Onsite, ft : 276,262 146,745
Offsite, ft2: 0 0
C. Design Storm, inches: 1.5 1.5
d. Average Pond Design Depth, feet: 5.5 4.5
e. TSS removal efficiency: 90% 90%
f. Permanent Pool Elevation, FMSl2: 24.0 24.0
9. Permanent Pool Surface Arei, ft : 35,854 15,224
h. Permitted Storage Volume, ft : 33,815 18,168
i. Temporary Storage Elevation, FMSL: 25.0 25.05
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.348 0.223
k. Controlling Orifice: 3"0 pipe 2"0 pipe
I. Orifice flowrate, cfs: 0.128 0.060
M. Permitted Forebay Volume, ft3: 36,863 11,417
n. Fountain Horsepower 1/2 1/6
o. Receiving Stream/River Basin: Smith Creek / CPF
P. Stream Index Number: 18-74-63
q. Classification of Water Body: "C Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide and perform the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum efficiency
in accordance with the signed and approved Operation and Maintenance
Agreements.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for a fountain in ponds DA1 and DA2 is '/z and 1/6,
respectively.
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110901
7. A copy of the lease agreement that outlines the stormwater system operation and
maintenance responsibilities for Wilmington NC VA 2011 LLC, must be kept with the
permit and maintenance activities records.
8. 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 constructed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. The stormwater management facility shall be located within a recorded drainage
easement. Clear and unhindered access to all components of the stormwater
management facilities for inspection and maintenance shall be maintained at all
times.
11. 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. Construction or development of any permitted future areas shown on the
approved plans.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
13. It is the responsibility of the permit holder, Wilmington NC VA 2011 LLC, to notify
DWQ of any changes in ownership via the submittal of the completed and signed
name/ownership change form. However, if the lease agreement or contract between
Wilmington NC VA 2011 LLC and the New Hanover County Airport Authority is
dissolved, cancelled or in default, and DWQ is not notified by Wilmington NC VA 2011
LLC to transfer the permit, then the responsibility for permit compliance reverts back
to the property owner. As the property owner, New Hanover County Airport Authority
must notify DWQ immediately of the permit ownership change and submit a
completed and signed Name/Ownership Change form to DWQ within 30 days.
Otherwise the New Hanover County Airport Authority will be operating a stormwater
treatment facility without a valid permit. This is a violation of NC General Statue 143-
215.1 and may result in appropriate enforcement action including the assessment of
civil penalties of up to $10,000 per day, being taken against the property owner, the
New Hanover County Airport Authority.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 110901
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on the form.
The approval of this request will be considered on its merits and may or may not be
approved.
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. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains 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. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
10. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
Permit issued this the 20th day of September 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
olee . Sullins, Director'
Di 'vision of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110901
Wilmington VA Outpatient Clinic
Stormwater Permit No. SW8 110901
New Hanover County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 7 of 8

State Stormwater Management'Systems
Permit No. SW8 110901
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 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 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 and located 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, and a
forebay.
15. The required system dimensions are provided per the approved.plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 8 of 8

DWQ USE ONLY
Date Received Fee Paid Permit Number
- 7-// IodV° /9
Applicable Rules: ❑ Coastal SW-1995 XCoastal SW'-2008 ❑ Ph 11 -Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
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 with project name on plans,
specifications,letters, operation and maintenance agreements,etc.):
Wilmington Veterans Adminstration Outpatient Clinic
2. Location of Project (street address):
Intersection of Gardner Drive and Airport Blvd at the Wilmington International Airport
City:Wilmington County:New Hanover Zip:28405
3. Directions to project(from nearest major intersection):
Intersection of Gardner Drive and Airport Blvd at the Wilmington International Airport
4. Latitude:34°16' 09" N Longitude:77°5' 11" W of the main entrance to the project.
t
II. PERMIT INFORMATION:
].a.Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *providea designer's certifcation
2. Specify the type of project(check one):
❑Low Density ®High 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 DWQ
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: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
SEP 0 7 2011
Form SWU-101 Version 07Jun2010 Page I of sy,

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the proiect):
Applicant/Organization:Wi[in ineton NC VA 2011 LLC
Signing Official &Title:Robert D. Baker, Managing Member
b.Contact information for person listed in item 1a above:
Street Address:6737 West Washington Street,Suite 3245
City:Milwaukee State:Wi Zip:53214
Mailing Address(if applicable):
City: State: Zip:
Phone: (414 ) 453-0110 Fax: (414 ) 453-0112
Email:
c.Please check the appropriate box.The applicant listed above is:
❑The property owner(Skip 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 Owner's 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:New Hanover County Airport Authority
Signing Official &Title:lulie A. Wilsey,Deputy Airport Director
b.Contact information for person listed in item 2a above:
Street Address:]740 Airport Blvd
City:Wilmington State:NC Zip:28405
Mailing Address (if applicable):same
City: State: Zip:
Phone: (910 ) 341-4333 Fax: L 1
Email:[e-mail]
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
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:
Point of Contact: Phone #: T;C' 711V c rr� r:'SEP 0 7 2011
Fonn SWU-101 Version 07Jun2010 Page 2 of'6 BY•

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
All stormwater runoff is being collected in a stormdrainage system and treated in 2 wet detention ponds
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-1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 19.07 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) =Total Project
Area`: acres
Total project area shall be calculated to exclude the folloeoing the normal pool of iurpounded structures, the area
between the banks of streanns and rivers, the area belmw the Normal High Water(GIN)line or Mean High Water
(MHW) line, and coastal wetlands landiward from the NHW(or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nat-coastal rwetlands landward of the NHW(or MHW)line pray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =67.75
9. How many drainage areas does the project have?1 (For high density, count I fir each proposed engineered
stormwater BMP. For low density and other projects, use I 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 Drains e Area_ Drains e Area 1 Drains e Area 2 Drains e Area_
Receiving Stream Name Smith Creek Smith Creek Smith Creek
Stream Class * C,Sw C,Sw C,Sw
Stream Index Number* 18-74-63 18-74-63 18-74-63
Total Drainage Area (so 624,396 380,460 243,936
On-site Drainage Area (sf) 624,396 380,460 243,936
Off-site Drainage Area (sf) 0 0 1 0
Proposed Impervious Area*. (so 423,007 1 276,262 146,745
% Impervious Area** total 67.75 72.6 60.2
Impervious**Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(so 95,657 48,712 46,945
On-site Streets (so 0 0 0
On-site Parking (so 299,400 217,550 81,850
On-site Sidewalks (so 27,950 10,000 17,950
Other on-site (sf) 0 0 0
Future (so 0 0 0
Off-site (so 0 0 0
Existing BUA***(so 0 0 0
Total (so: 423,007 276,262 146,745
Stream Class and Index Number can be determined at: lit tp.1- portal.nede)ir.orehweb/rwrl/p>/esu/classifrcatious
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, p.arking,nieas; �.
sidewalks,gravel areas, etc. L-,.sL,—
U7ZForm SWU-101 Version 07Jun2010 Pagc 3 of 6

***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 ncnv BUA.
11. How was the off-site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located ivithin a Threatened d
Endangered Species watershed that may be subject to more stringent stornnvater requirements as per 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 httLi://Liortal.ncdenr.org/web/wq/ws/su/bap-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.nccienr.org/web/wq/ws/su/statesw/forms does. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map athttp://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 littLi://Liortal.ncLlenr.org/web/wq/ws/su/statesw/`forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �C �
2. Original and one copy of the signed and notarized Deed Restrictions& Protective CovenantsKF
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M G
agreement(s) for each BMP. dollo MG
4. Permit application processing fee of VA payable to NCDENR. (For an Express review, refer to I
http://www.envhelp.org/_pages/onestol2express.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/management for
to C-
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 1h mile of the site boundary, include the 1/2
mile radius on the map. G
7. Sealed,signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, &dated), including: Z G
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.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations, finished floor elevations.
1. Details of roads, drainage features,collection systems,and stormwater control measures.
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. -C,•C� � °
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). SEP 0 7 2011
Fonn SWU-101 Version 07Jun2010 ]'age 4 ol'6 :

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify I�A
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xII" 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 DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC �G
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 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.
http://www.secretaKy.state.nc.us/Corporations/CSearch.aspx
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.ncLienr.or,/web/wq/ws/su/statesw/forms eiocs. 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 DWQ,and that they will be recorded prior to the sale of any lot.
VI L 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:Tim Clinkscales
Consulting Firm: Paramounte Engineering
Mailing Address:5911 Oleander Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email:
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type nine of person listed in Contact Information, item 2a) Julie A. Wilsey, Airport Authority ,certify that I
own the property identified in this permit application,and thus give permission to (print or hype name of person
listed in Contact Information, itent la)Robert D. Baker with (print or type mane of organization listed in
Contact Information, item In) Wiliningtmn NC VA LLC 2011 to develop the project as currently proposed. 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.
SEP 0 7 2011
Form SWU-101 Version 07Jun2010 ['age 5 of 13y:

.'Asl.the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agient(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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessmen f civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: '; et i l Veeury v1RtierR Date: gII'ZdII
I, 64AJ0,CA S- /� &mT l a Notary Public for the State of XOLT-G{ L4&LjNA ,County of
89uN-SW(Ck do hereby certify that Tu to F_ A• 6L)t e:� personally appeared
before me this /'*day of SePT-emakC 62011 , and acknowledge the dpe ex Lion of the application for
a stormwater permit. Witness my hand and official seal,
a�QVtA S• ROG SEAL
NOTARY =
PUBLIC
�G ZU My commission expires O(P la 9�020/(0
%0�s K G0'
4,.1 11111 111111 „IM•
X. APPLICANT'S CERTIFICATION
I, (print or hjpe nante of person listed in Contact Information, item 1a) Robert D. Baker, Managing Member
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stoorrmwateerrr rules under 15A NCAC 2H .1000,SL 2006-246(Ph. II-Post Construction) or SL 2008-211.
Signature: Date:Date: 9-05-I/
I, o o vi lr Ko en i Q a Notary Public for the State of b1 I County of
Fonol d,a Lac. do hereby certify that F—ober+ b.7?-XLlLo_r personally appeared
before me this A5 day of Atca_ u sue, ;tot t ,and acknowledge the d e execution of the application for
a stormwater permit. Witness my hand and official seal, • tiF_iLL
.PEE.KOCcN��.�. SEAL
�O \40-TARP
PUB00:'?: My commission expires
• 91F OF W�SG
SEP U 7 2011
Form S WU-101 Version 07Jun2010 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME : 09-20-'ll 13:08
FAX NO.1 : 910-350-2004
NAME :DENR Wilmington
FILE NO. 226
DATE 09.20 13:02
TO : 893414365
DOCUMENT PAGES 9 -
START TIME 09.20 13:04 \�
END TIME 09.20 13:08
PAGES SENT 9
STATUS � OR �
*** SUCCESSFUL TX NOTICE ***
State or North Ca wunm
Oaprrtmnnt of Bnvlron mend nna Nnturul Rvruu rcr,
WIIm In Qton Raelon na OTca
eavns•(v Snvda P�rdpe. Guvnrn or FAX COVER SHEET Oae FYweanuq Seareu ry
Data: �9/' ZO —// No.Pages(excl.cover): !�
Co: /V' f� h'�//%�O/ /�l//>�/Oi �Y�✓ Phones: (9104796-9336
Fnx: —3 T���� / Fnx: (91 O)350-200q
127 C dinal Drive E tan]iOn•Wilmi,12-11,NC 28905 (910)"196-"1215 An Equsl Oppoaauniay A(/ia naaalve Action GnploYee

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: 9' ZD �// No. Pages (excl. cover): 0
To: ��� <�� L EX/ Z)"P r>/ 2)//', From: Jo Casmer
Co: /V• /7• � /iL Dy��iOi 7�� Phone: [phone]
//
Fax: `7`/ �D65 Fax: [phone]
Re:
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127 Cardinal Drive Extension,Wilmington,NC 28405•[phone]•An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME : 09-20-'ll 13:06
FAX NO.1 : 910-350-2004
NAME :DENR Wilmington
FILE NO. 227
DATE 09.20 13:02
TO : 897916760
DOCUMENT PAGES 9
START TIME 09.20 13:04
END TIME 09:20-13:06
PAGES SENT / 9
STATUS
*** SUCCESSFUL TX NOTICE ***
8tata of North Carolina '
Onpa rtmsnt of Hnvlron men<and Natu rnl Rarou rcas
W llm In gton Reglonnl Orton
Ba..arly Bnrvs P/nNrq Gwnrnor FAX COVER 9t1EET +ne Frrnmon, Sn¢retary
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To. ��✓� ������� �� S From. Io Ca
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Fares Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: 9-zo i No. Pages(excl. cover):
To: From: Jo Casmer
Co: J'/a//l/,/TJOd�7 > �/ Phone: [phone]
Fax: /l� Z�7 Fax: [phone]
Re: ��/ �i'y/i� o/ yd ✓ ���7F/� �5 �c�//7i'id i /!. �i��
127 Cardinal Drive EXtension, P'ilmingtou, NC 28405•[phone]•An Equal Opportunity Arfirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME : 09-20-'ll 13:04
FAX NO.1 : 910-350-2004
NAME :DENR Wilmington
FILE NO. 225
DATE 09.20 13:01
TO : 8 914144530112
DOCUMENT PAGES 9
START TIME 09.20-13:02
END TIME 09.20 13:04`�
PAGES SENT 9 '
STATUS OK j
*** SUCCESSFUL TX NOTICE ***
State oP Nor[tl Carolina
Uaprrtment al Envlronmeet and Na[u ral RarVurcac
WllminQ[un RaQlunal OMee
JTerar(y En rer Perdue, Governor FAX COVER SHEET oee F.aenm.r,pacr�tary
Datc: %9'O��� No. Pages(excl.cover): /J
Co: ir�i/m/ i/i.h' �0��i(�G• (��i ZO/% Z-G phone: (91 Ol 796-7336
A<: ����%� so,✓ /�E>�/�v�✓S AO/i�:•ii>i_^ ski r f%i�-J
12")Cudinal Drive Exbnsion.Wilmington.NC 29.105�(930J>96-921�-M Fqunl OVPortunity A((i[mn[I�c Ac[ion nmVluYvr

State of North Carolina
Department of Environment and Natural Resources
' Wilmington Regional Office
Beverly Fares Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: % "�� No. Pages (excl. cover): O
'ro: �P/f �.�/)�� From: JoCasmer
Cc: 1171 %/TLO� 'Vc 2e2 L Phone: [phone]
Fax: � T ' 7 S� � Fax: [phone]
Re: 72', J
AP//r7�
127 Cardinal Drive Extension,Wilmington, NC 28405 •[phone]•An Equal Opportunity Affirmative Action Employer

WILMINGTON VA HOSPITAL
NEW HANOVER COUNTY, NORTH CAROLINA
STORMWATER / EROSION CONTROL NARRATIVE
Prepared for:
Wilmington NC VA 2011 LLC
6737 West Washington Street, Suite 3245
Milwaukee, Wi 53214
Prepared by:
pARAMOUNTE
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Project #11137.PE
August 20]1 - a
7 `n
ell
ECEI�TED yy� CL\\A��
R
SEP 19 2011 SwF 110001
t=2 F'C-EIVED
DWQ
PROJ # ��"81��9U� SEP 0 7 2011
I
f3Y:

WILMINGTON VA HOSPITAL
NEW HANOVER COUNTY, NORTH CAROLINA
Project #11137.PE
Table of Contents
Design Narrative
Maintenance
Erosion and Sedimentation Control Specification
Soils Map
USGS Map
Stormwater Calculations
RECEIVED
SEP 0 7 2011
BY:

WILMINGTON VA HOSPITAL
NEW HANOVER COUNTY, NORTH CAROLINA
Project #11137.PE
DESIGN NARRATIVE
Wilmington NC VA 2011 LLC proposes to develop a 19.67 acre veteran's hospital in New Hanover
County, North Carolina. The project is located approximately 0.20 miles east from the intersection of
Airport Blvd. and 23rd Street along Airport Blvd.
The site currently drains to an unnamed tributary Smith Creek (C; Sw) [18-74-63] within the Cape Fear
River Basin and according to the NRCS Soil Survey of New Hanover County the soil at the site consists of
Pantego Loam (Pn). The site currently consists of a combination of woods and grassed areas with the old
Gardner Drive roadbed traversing the middle of the site. The site is bound by the realigned Gardner
Drive to the east, Airport Boulevard to the south, an existing building and wooded areas to the north,
and an existing ditch and jurisdictional wetlands approved by the Army Corps of Engineers to the west.
An existing ditch currently runs through the middle of the property and nearly half of the site drains
toward this feature. On the northwest portion of the property, the site drains toward the existing
wetland pocket and a ditch to the west of the property. The elevation ranges from 27 feet mean seal level
(FMSL) near the middle of the property to 20 FMSL at the outfall of the culvert under Gardner Drive.
Based on the information above, the site will be broken into two drainage basins. This approach will best
mimic the existing drainage patterns on site. The wet detention ponds were also located to try to
minimize the amount of trees affected while still meeting the requirements of the various agencies stated
above. The wet detention ponds will treat and control a majority of the site and building runoff by
conveying the stormwater through a stormsewer piping system. The runoff will be controlled in the
ponds through the use of outlet structures for primary control and spillways for greater rainfall events.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices in accordance with the plans and specifications. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event. Any erosion control
measure that fails to function as intended shall be repaired immediately. Upon completion of
construction and the establishment of stabilized ground cover, the property owner shall be responsible
for any on going site maintenance.
EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PARTI - GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section. I."r�EIVD
SEP U 7 2011
BY: ___

r
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the
earliest practicable time. Temporary and permanent erosion control measures shall be
coordinated to assure economical, effective, and continuous erosion and sediment control
throughout the construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections—The following Sections contain requirements that relate to this Section:
1. 01011 —Existing Underground Utilities
2. 01015—Special Conditions for this Contract
3. 01070—Shop Drawings, Project Data &Samples
4. 02200— Earthwork, Excavation Trenching, and Backfilling
5. 02230—Site Clearing
6. 02240—Dewatering
7. 02485—Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets. Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
PART 2- PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
DECEIVED
SEP 0 7 2011
BY:

2.6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3- EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 21 calendar days after completion of active construction.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. All disturbed areas not
to be paved and left exposed will, within 21 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or other wise provided within 15 working days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 15 working
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.
PART 4 -CONSTRUCTION PHASE
4.1 PRACTICES
A. .Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
'4,CEIVED
SEP 0 7 2011
BY:

PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
C. P205—200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-
20 pounds per acre of centipede during the period from March through September.
Seeding performed during the period from April to August shall be temporarily seeded
with 40 pounds per acre of German Millet. The permanent vegetative cover will be over
seeded at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.
5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
RECEIVED
SEP 0 7 2011
BY:

STORMWATER CALCULATIONS
� .
t=C ,'VED
i SEP 0 7 2011
is` :

Project Name: Wilmington VA Hospital I
Client: Summit Smith .PARAMOUNTE
Project Number: 11137.PE
Prepared By: TGC
Date: 9/19/11
Average Depth Calculation: (Option 2 per Errata) - Including Forebay
Pond #1
Aeottomshelf = 32,500 Sf
Asottoln Pond 11,277 Sf
APetm root = 35,854 Sf
Depth = 7.5 ft
davo = 5.53 ft
Pond #2
Aeonom Shelf = 13,110 Sf
Amttom Pond = 2,682 Sf
Ape.v = 15,224 Sf
Depth = 6.5 ft
dava = 4.38 ft
RECEIVED
SEP 19 2011
DWQ
Pao.)# 5k)S%(o PTO
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Ste : 1,• �:.E
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Project
Name: u Smith Wilmington Hospital
Client Summit
TAT A-MO.0 TE
Project Number: 11137.PE Y, .N K, N r F. , N N
Prepared By: TGC
Date: 8/29/11
Basin: DA#1 [POST] Drainage area= 8.73 acres = 0.014 mi'
Area Calculations
Land Use Area (Ac.) % of Basin
Building 1.12
Sidewalk 0.23
Pavement 4.99
Existing Pavement 0.00
Total Impv: 6.34 72.6
Open Space - Good 2.39 27.4
Sum: 8.73 100
Basin: DA #2 [POST] Drainage area= 5.60 acres = 0.009 miz
Area Calculations
Land Use Area (Ac.) "/o of Basin
Building 1.08
Sidewalk 0.41
Pavement 1.88
Existing Pavement 0.00
Total Impv: 3.37 60.2
Open Space - Good 2.23 39.8
Sum: 5.60 100
I2ECEIVEID
SEP 0 7 2011
BY:

Wilmington VA Hospital: Wet Pond #1
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(vetoes set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volurne,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post-Development Conditions
Total Drainage Area 8.73 ACRE Value front CAD
Impervious Drainage Area 6.34 ACRE Value from CAD
Impervious Cover 72.6% Impervious Cover-(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 24.0 FT Value selected by designer
Depth of Permanent Pool 8.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 16.0 FT (Bottom Elevation)=(Pemtanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 444 FT Value from CAD
A roximate no Widlh 100 FT Value from CAD
Lon th:Width Ratio 4:1 Ratio=Len th/Width:1 _
v r s.
Required SAIDA Ratio for 90%TSS Removal 4.68 Value from chart.Reference:90% TSS Removal
Required Permanent Pool Surface Area 17,797 SF Required Surface Area=(Required SAIDA .
Ratio)'(Total Drainage Area)
Provided Permanent Pool Surface Area 35,854 SF Interpolated value from stage-storage calculations
Step 2• Determine the 1 5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.704 INIIN Rv=0.05+0.009'(%Impervious)
Required 1.5"Runoff Volume(Volume of 33.446 CF 1.5"Runoff Volume=1.5 inch'Rv'1 fooW2
Temporary Pool) inch'(Total Drainage Area)
Volume Below Permanent Pool 170,253 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 203,698 CF Tot at Volume to be Controlled=(Volume Below
Permanent Pool+ 1.5"Runoff Volume
Storage Elevation at Required Volume, 24.86 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations
`adap�nW^nniinur.rrr
1 a`IES�7 '; •
��tiy NHS RECEIVED
SEP 19 2011
DWQ
PROD# SA.)F ItOFa

Step 3• Calculate the required fereboy volume(18-22%of total pond volume)and compare to the Forebay volume provided.
Total Pond Volume 170,253 CF Value from stage-storage calculations
Re uired Tolal Foreba Volume 34.051 CIF ForebayVolumo= Total Pond Volume '20%
Provided Tata6Foreba Volume 36,863 CIF Value from sty a-story a calculations
Provided Forebay Volume:Total Pond Volume 22% (Provided Forebay Volume)/(Total Pond
Volume)'100%
Step 4• Verify that time required to drawdown the 1 5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 3.00 IN Value chosen by designer
Elevation of Outlet Structure 25.00 FT Value chosen by designer
Total Elevation Head Above Orifice 1.00 FT (Total Elevation Head Above Orifice)=(Weir
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=/(Storage
Average Elevation Head Above Orifice 0.33 FT Elevation at Required Volume)-(Elevation of
Permanent Pool Surface)y3-(Storage.Elevation of
Required Volume)
Cd,Coefficient of Discharge 0.60 Value chosen by designer
O, Flowrale Through Low-flow Orifice 0.14 CFS O=Cd°(Pi)'((Diameter of Orifice)71 W12
in 2/4' '32.2'Avera e.Head 12
Drawdown Time for 1.5-inch Runoff 2.84 DAYS (Orowdown Time)=(1.5'Runoff Volume)/O'(1
da /86400 seconds
RECEIVED
SEP 19 2011
DWQ
PROD#S(t� 7l llt7 qU

Wilmington VA Hospital
Stage-Storage Calculations for Proposed Wet Detention Pond#1
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
24.0 35,854 0 0 -Permanent Pool
25.0 41,776 38,815 38,815
26.0 44,600 43,188 82,003
27.0 47,478 46,039 128,042
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
15.0 9,244 - - -Pond Bottom
16.0 11,277 0 0 -Sediment Storage
17.0 13,443 12,360 12,360
18.0 15,740 14,592 26,952
19.0 18,168 16,954 43,906
20.0 20,719 19,444 63,349
21.0 23,386 22,053 85,402
22.0 26,169 24,778 110,179
23.0 29,062 27,616 137,795
24.0 35,854 32,458 170,253 -Permanent Pool
25.0 41,776 38,815 209,068
26.0 44,600 43,188 252,256
27.0 47,478 46,039 298,295
Forebay#1
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
15.0 1,244 - - Bottom Elev.
16.0 1,745 0 0 --Sediment Storage
17.0 2,315 2.030 2,030
18.0 2,956 2,636 4,666
19.0 3,668 3,312 7.978
20.0 4,444 4,056 12,034
21.0 5,276 4,860 16,894
22.0 6,165 5,721 22,614
23.0 7,110 6,638 29,252
24.0 8.112 7,611 36,863 -Forebay Volume
12ECEI Y ED
SEP 0 7 2011
BY:

Wilmington VA Hospital: Wet Pond#2
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days,and a lenglh-to•width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90'9 TSS removal
Post-Development Conditions
Total Drainage Area 5.60 ACRE Value from CAD
Impervious Drainage Area 3.37 ACRE Value from CAD
Impervious Cover 60.2% Impervious Cover-(bnpervious Drainage
p Area)/(Total Drainage Area)'100%
Elevation of Permanent Pool Surface 24.0 FT Value selected by designer
Depth of Permanent Pool 6.0 FT Vahre selected by designer
Elevation of Wet Detention Pond Bottom 18.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 255 FT Value from CAD
A roximate Pond Width 72 FT Value from CAD
Len 1h:Width Ratio 4:1 Ratio=Len th/Width:i
116. L-AG�nr us .
Required SAIDA Ratio for 90%TSS Removal 4.80 Value from chart.Reference:90% TSS Removal
Required Permanent Pool Surface Area 11,709 SF Required Surface Area=(Required SAIDA
Ratio)'(Total Drainage Area)
Provided Permanent Pool Surface Area 15,224 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv 0.592 INIIN Rv=0.05+0.009'(%Impervious)
Required 1.5'Runoff Volume(Volume of 18.039 CF 1.5'Runoff Volume=1.5 inch'Rv'1 foot/12
Temporary Pool) inch'(Total Drainage Area)
Volume Below Permanent Pool 51,792 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to he Controlled 69,831 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+ 1.5'Runoff Volume
Storage Elevation at Required Volume 25.04 FT Value is interpolation based upon stage-storage
values. See sta a-store a caculations
RECEIVED
0 .
SEP 19 2011
DWQ
PROJ#

Step 3: Calculate the required lorebay volume(18.22%of local pond volume)and cornpare to the lorebay volume provided.
Total Pond Volume 51,792 CF Value from stage-storage calculations
Re wired Total Foreba Volume 10,358 CF Foreba Volume= Total Pond Volume '20%
Provided Total Forebay Volume 11,417 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 22% (Provided Forrebay Volume)/(Total Pond
Volume)'100%
Step 4: Verify that time required to drowdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.00 IN Value chosen by designer
Elevation of Outlet Structure 25.05 FT Value chosen by designer
Total Elevation Head Above Orifice 1.05 FT (Total Elevation Head Above Orifice)=(Weir
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice 0.35 FT Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)p-(Storage Elevation at
Required Volume)
Cd,Coefficient of Discharge 0.60 Value chosen by designer
0,Flowrate Through Low-flow Orifice 0.06 CFS O=Cd'(Pi)'((Diameter of Orifice)'(1 f1/12
in)j-2/4' '32.2'Ave a Head 12
Drawdown Time for 1.5-inch Runoff 3.36 DAYS (Drawdown Time)=(I.5"Runoff Volume)10'(1
da /86400 seconds
RECEIVED
SEP 19 2011
DWg
PROJ# SW l�D q()'

n
'y r
Wilmington VA Hospital
Stage-Storage Calculations for Proposed Wet Detention Pond#2
Stage/Storage Above Permanent Pool(Including Forebay) .
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
24.0 15,224 0 0 Permanent Pool
25.0 19,236 17,230 17,230
26.0 21,178 20,207 37,437
27.0 23,176 22,177 59,614
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
16.0 1,804 - - -Pond Bottom
17.0 2,682 0 0 - Sediment Storage
18.0 3,791 3,237 3,237
19.0 4,958 41375 7,611
20.0 6,220 5,589 13,200
21.0 7,655 6,938 20,138
22.0 9,212 8,434 28,571.
23.0 10,890 10,051 38,622
24.0 15,224 13,057 51,679 -Permanent Pool
25.0 19,236 17,230 68,909
26.0 21,178 20,207 89,116
27.0 23,176 22,177 111,293
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
16.0 330 - - -Bottom Elev.
17.0 510 0 0 Sediment Storage
18.0 825 668 668
19.0 1,100 963 1,630
20.0 1,375 1,238 2,868
21.0 1.725 1,550 4,418
22.0 2,100 1,913 6,330
23.0 2,500 2,300 8,630
24.0 3,074 2,787 11,417 -Forebay Volume

5 lti 8//v �Ul
Project Name: Wilmington Hospital T „ `-OT .-N TE
Client: Summit Smithth YARA ,�/1 U
Project Number: 11137.PE
Prepared By: TGC
Date: 9/14/11
Vegetative Shelf Planting Calculation - Per NCDENR
Pond #1
Ashelf = 7,000 sf
Req. Plantings = 50 plants/ 200 sf
Number of Plants = 1,750 plants
Pond #2
Ashelf = 4,830 sf
Req. Plantings = 50 plants/ 200 sf
Number of Plants = 1,208 plants
RE 7 IVED
SEP 1 6 2011
13Y:

Lewis,Linda
From: Lewis,Linda
Sent: Friday, September 16, 2011 3:35 PM
To: Tim Clinkscales
Cc: Chris Millis
Subject: VA Clinic Average Depth calculations
Attachments: 110901 avgdepth.pdf
Tim:
I spoke too soon about these revised average depth calculations. I've attached a marked up copy of the
average depth calculations that were submitted. The problem appears to be a discrepancy in the "Depth" used
in the calculation. Both of the depths I calculate from the elevations reported on the revised supplements, are
0.5 feet less than what you are using. The "depth" is the difference between the bottom of shelf elevation and
the top of the sediment elevation. Interestingly enough, the "depth" reported on both supplements is correct.
For Pond #2, the bottom of shelf area and the bottom of pond area you use for the average depth doesn't
match up to the areas in the stage-storage calculations (13,057 (avg) and 2,682, respectively.) Where does
the 12,200 and the 2,784 come from?
Even though this results in a smaller average depth and a larger minimum required surface area, there is
plenty of surface area provided to meet the new minimum area.
You'll need to revise the "average depth calculated" and the "average depth used in SA/DK on the supplement
form for Pond #1 and for Pond #2. In addition, for Pond #2, the "Bottom of shelf area" needs to change. You've
already got 2682 as the bottom of pond area on the supplement, although you didn't use that number in the
average depth calculation.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
i

Project Name: Wilmington VA Hospital
Client: Summit Smith -L L OUNTE
Project Number: 11137.PE
Prepared By: TGC
Date: 9/15/11
Average Depth Calculation: (Option 2 per Errata) - Including Forebay
Pond #1
Aonomsaom eshaf= , sf OT`SK�Ih'C��1�
e nm 11
e = 11,277277 sf I/�i1rl
APem Pod - 35,854 sf — —7
C�Depth—= ELOD R
daw = 5.86 5,5 it
Pond #2
ABotw.shelf = I sf
�e�,pond 5i
<[7ept = R
claw = ft
4.5 11 �1 1
762Se 2r¢2S C'SOVI Yv)2f c� C2�C�t� a71U1S•
�� � = iszz� /3057
2 '
14
�J (2 S x 1 I- 32500 !/ +\l 32%0 +
35 r>q, 32S�o
1305-7 t ' 4- 5
RECEIVED
SEP 16 2011
PROD#SGy B wQ 9G(

PARAMOUNTE
E N G I N E E R 1 N G . I N C.
_ 9 9 9 1 1 OLEANDER D R I V E , SUITE 2 0 1
W I L M I N G T O N , N C 2 8 4 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R O F T R A N S M I T T A L
To: NCDENR-Land Quality Section Date 1 9/16/2011
127 Cardinal Drive Extension
Wilmington, NC 28405 Re: Wilmington VA
Express Review Submittal
Ann: Linda Lewis Projcc[No. 11137.PE
e ate sendin ® Originals ® Prints ❑ Shop Drawings- ❑ Calculations
he followin items: ❑ Correspondence ® Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
2 9/16/11 Plans (Final Design—Not Released For Construction) C-3.0,C-6.1
1 Updated Wet Detention Supplements
I Updated Calculations
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ liid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend& Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Cc: Signed:
Tim`Clinkscales, P.E.,PLS
RECEIVED
SEP 1 6 2011
BY:

pARAMOUNTE
E N G I N E E R I N G . I N (2:.
September 14, 2011
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Wilmington VA Outpatient Clinic (SW8110901)
Dear Ms Lewis:
On behalf of The Wilmington NC VA 2011 LLC we are submitting a response to your comment letter
dated September 9, 2011. Please find your comments below with our response provided in bold.
1.) Average Depth Calculations
• We have updated the average depth calculations to reflect your comments.
In the calculations,we have added the forebay volumes as requested. Please
note because this project had greater surface area than required based
SA/DA ratio we added such calculations, but on future submittals we may
revisit this based on location of shelf in pond
2.) Permanent Pool Volume Calculations
• These have been updated to be consistent
3.) Grading Plan
• As stated in previous emails, PG is top of pavement and 6" can be added to
back of curb
• We have added the proposed contours to the resubmitted set
4.) Permanent Pool Dimensions
• The dimensions have been added to the plan
5.) Shelf Planting Calculation
• This has been calculated and added to the resubmitted set
6.) Grassing Detail
• The detail has been updated to reflect seeding for the pond
If you have any questions regarding any of this information or require additional material, please feel
free to call.
Sincerely,
—Pa—ramox to Engineering, Inc. RECEIVED
Tim Clinkscales, PE,PLS SEP 1 6 2011
BY:
�5 '0
5 9 1 1 ❑ L E A N ❑ E R ❑ R I V E . S T E 2 G 1 . W I L M I N G T G N , N C 2 6 40 3
R N ( 9 1 0 ) 7 9 1 - 6 7 0 7 PAX : 1 9 1 ❑ ) 7 9 1 - 6 7 6 ❑

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, September 13, 2011 8:43 AM
To: 'tclinkscales'
Subject: RE: VA Outpatient Clinic Addinfo
Good morning Tim,
I am happy to clear things up for you:
1. Figure 10-2b in the BMP Manual provides the calculation of the average depth when Option #2 is
chosen on the supplement form. Each of the parameters to input into the equation is explained in that
figure. Each surface area, except for the bottom of the pond, includes the forebay area. The bottom of
the pond area excludes the forebay only because in most cases, the forebay is shallower than the main
pond. In cases where the bottom elevation of the forebay is the same as the bottom elevation of the
main pond, I would include the forebay bottom area as part of the total bottom surface area that you
use in the calculation.
2. Thanks.
3. So we need to add 6"to the PG elevation in order to obtain the top of curb elevation?
4. The dimensions help us in determining if the drawings accurately depict sufficient surface area and help
the contractor to stake the pond. Print stretch is a problem (maybe an old problem with the old
blueprints), but we do not want to rely on a scale for this very important aspect of the plan. Scaling can
go both ways — it can either be in your favor or not. We tend to scale very conservatively, so in the
absence of specific dimensions, it's possible that the area we calculate will be less than what you might
calculate. Rather than take a chance on that, it's best to just add sufficient dimensions to remove all
doubt about what it's supposed to be.
5. The minimum Plant and Landscape requirements for wet ponds can be found in Section 10.3.7 of the
BMP Manual.
6. I'm confused about the seeding because on Sheet C-6.1, the pond section detail in the lower left corner
indicates that the side slopes above permanent pool will be sodded. If the slopes will be seeded, please
correct this detail. If the slopes will be sodded, please spec the sod type on the detail.,
Hope that answers your questions. Let me know if you need anything else.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: tclinkscales rmailto:tclinkscales(&paramounte-eng comj
Sent: Monday, September 12, 2011 7:08 PM
To: Lewis,Linda
Cc: cmillis
Subject: RE: VA Outpatient Clinic Addinfo
Linda,
I wanted to follow up from the letter sent on last Friday and get some clarification on a few of the comments before we
resubmit. We believe such clarification will make us easier for both parties to clear things up.
i

For comment#1 (Average Depth Calculation), I am enclosing an updated spreadsheet on the average depth with the
inclusion of the forebay in'our calculations. Please let us know if this suffices, earlier Chris as in the past, calculated the
depth for the main pond only.
For comment#2 (Permanent pool volume), we have updated the supplements and will submit upon approval of other
comments
For comment 3, (Grading Plan), the PG on the plans represents the top of pavement, in addition we have added the
contours.
For comment 4, (Permanent Pool Dimensions), as in the past (past permitted projects) we have not added such
dimensions because the plans are shown to scale, and the contractor will construct as plan and we have to certify the
ponds at the end of the project
For comment 5, Not being hard to get along with, but can you show me in the manual or statue law where the number of
planting is shown as such, I am asking for such because I have looked through the various literature and the owner will
ask where such information is located as they start construction. Your help is appreciated on this front.
For comment 6, the owner plans to seed the ponds (see Sheet C-1.0)
Thanks for your patience on this and we are trying our best to answer the comments in the most efficient manner.
Have a good day
Tim
Tim Clinkscales PE, PLS
PARA N10LJNTE
li N O 1 N g p ,i 1 N Or I N O.
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
From: Lewis,Linda [mailto:linda Iewis(c ncdenr govl
Sent: Friday, September 09, 2011 8:49 AM
To: tclinkscales
Subject: VA Outpatient Clinic Addinfo
Tim:
Please see the attached request for additional information regarding the Express stormwater application for the
VA Outpatient Clinic.
Thanks,
Linda
2

Project Name: Wilmington VA Hospital PARAMOUNTE
Client: Summit Smith
Project Number: 11137.PE
Prepared By: TGC
Date: 9112/11
Vegetative Shelf Planting Calculation - Per NCDENR
Pond #1
Ashen = 7,000 sf
Req. Plantings = 50 plants/ 200 sf
Number of Plants = 1,750 plants
Pond #2
Ashen = 4,830 sf
Req. Plantings = 50 plants/ 200 sf
Number of Plants = 1,208 plants
RECEIVED
SEP 13 2011
DWQ
PROJ # S Fi //U 9U�
� 2 em2,/ z�zchhlP7f

Project Name: Wilmington VA Hospital A 7�
Client: Summit Smith PARAMOUNTE
Project Number: 11137.PE
Prepared By: TGC
Date: 9/12/11
Average Depth Calculation: (Option 2 per Errata) - Including Forebay
Pond #1
ABottonn Shelf = 22,950 Sf
Aeottom Pond = 11,277 Sf
AN,,Pool = 35,854 Sf
Depth = 8.0 ft
claw = 6.4 ft
Pond #2
Aeoaom shelf = 9,060 Sf
ABon,Pond = 2,682 Sf
APerm Pool = 15,224 Sf
Depth = 7.0 ft
da�g = 4.9 ft
RECEIVED
SEP 13 2011
DWQ
PROD#S(N � l'�U/C CU t
21#zC&7 ,:il-(

t
Lewis,Linda
From: Lewis,Linda
Sent: Friday, September 09, 2011 8:49 AM
To: Tim Clinkscales
Subject: VA Outpatient Clinic Addinfo
Attachments: 2011 09 addinfo 110901.pdf
Tim:
Please see the attached request for additional information regarding the Express stormwater application for the
VA Outpatient Clinic.
Thanks,
Linda
i

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 9, 2011
Robert D. Baker, Managing Member
Wilmington, NC VA 2011 LLC
6737 West Washington Street, Suite 3245
Milwaukee, WI 53214
Subject: Request for Additional Information
Stormwater Project No. SW8 110901
Wilmington VA Outpatient Clinic
New Hanover County
Dear Mr. Baker:
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Wilmington VA Outpatient Clinic on September 7, 2011. A preliminary
review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. Average depth calculations - The areas used for bottom of shelf, bottom of pond
and permanent pool do not match up to the areas for the corresponding elevations
in the Stage-Storage calculations. For example, the average depth calculation for
Pond #1 uses a permanent pool area of 26,368 sf, but the supplement and the
pond calculations both say that the permanent pool area provided is 35,854 sf.
2. Permanent pool volume calculations - The accumulated volume from the stage-
storage table at the permanent pool elevation does not match the volume reported
on the supplement for either pond.
3. Grading Plan
a. What does "PG" on the grading plan stand for? It is not listed in the plan
legend. The plan notes indicate that the spot elevations are for the proposed
edge of pavement, but curbing is proposed as well, so is the curbing
considered the "edge of pavement'? Please identify the spot elevation as
either the top of the pavement or the top of the curb.
b. Provide a complete grading plan where the proposed contours are connected
back to the existing contour and the pond contours. There is a lot of fill
proposed for this site.
4. Permanent pool dimensions —The dimension detail should include the straight
lines and arc lengths of the entire permanent pool contour line, not just two
dimensions cutting across the widest and longest parts of the pond, stopping and
starting at unidentified points.
5. Shelf Planting Calculation — Provide a calculation on the plans of the minimum
number of plants to be planted on the shelf area, based on 50 plants per 200 sf of
shelf area. A list of suitable plant types was provided, but the minimum number of
plantings that are required was not.
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One
Phone:[phone] FAX:[phone] t Customer Service:1-877-623-6748 Nortll Carolina
Intemet:w .ncwatemualily.org a' s`
ahma /(„J An Equal Opportunity l Affirmative Acton Employer �/ V

Mr. Baker i
September 9, 2011 `
Stormwater Application No. SW8 110901
_ 6. Grassing Detail — Specify the type of sod to be used on the pond side
slopes. _
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to September
16, 2011, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. Please note that a second significant request for additional information
may result in the return of the project. If that occurs, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. Any original
documents that need to be revised have been returned to the engineer or agent. Any
original documents that need to be revised.are enclosed. Please either revise and
return them, or submit new originals. Copies are•not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone] or email
me at linda.lewis(a-)ncdenr.gov.
Sincerely, —
Linda Lewis
Environmental Engineer III
GDS/arl: S:\wqs\stormwater\permits & projects\201 1\1 10901 HD\2011 09 addinfo 110901
cc: Tim Clinkscales, P.E., Paramounte Engineering
Wilmington Regional Office Stormwater File
I
Page 2 of 2

S
PARAMOUNTE 1 poll
E N I N E E I N G . I N C. �
9 9 9 1 1 OLEANDER DR I V E S U I T E 2 0 1
W I L M I N G T O N , NC 2 8 4 0 3
NEW-
L E T T E R O F T R A N S M I T T A L FVQ
To: NCDENR-Land Quality Section Date 1 9/7/2011 L1
127 Cardinal Drive Extension l�
Wilmington, NC 28405 Re: Wilmington VA
Express Review Submittal
Attn: Linda Lewis Pro'ectNo. I 11137.PE
e are scndin ® Originals ®Prints ❑ Shop Drawings ❑ Calcularions
he following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as fisted below
Quantity Date Dwg.No. Description
2 9/2/11 Plans (Final Design—Not Released For Construction)
1 9/6/11 Stormwater Narrative
1 Lease Agreement/Secretary of State Information
1 Check #44197 ($4000.00) /
2 Stormwater Permit Application Form pPt twr� 4
t 9/6/11 Wet Detention Basin Supplement(Original)
1 9/6/11 Wet Detention Basin O&M Agreement(Original)
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Duke Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks: ,
Cc: Signed:
Tim Clinkscales, P.E.,PLS
RECEIVED
SEP 0 7 2011
BY:DwQ Ex cS

New Hanover County Contract#09-0162A
STATE OF NORTH CAROLINA
LEASE AMENDMENT
COUNTY OF NEW HANOVER
THIS LEASE AMENDMENT, made and entered into this I day of
2011, by and between NEW HANOVER COUNTY AIRPORT
IT , a political subdivision of the State of North Carolina, (hereinafter called
"Authority"); NEW HANOVER COUNTY, a political subdivision of the State of North
Carolina, (hereinafter called "Property Owner"); and THE UNITED STATES OF
AMERICA, FOR AND ON BEHALF OF THE DEPARTMENT OF VETERANS AFFAIRS
and its Assign (hereinafter called "Lessee");
WITNESSETH:
WHEREAS, Authority leased to the Lessee by a Lease Agreement
identified as New Hanover County Contract #09-0162 dated January 9, 2009 a certain
parcel of land for the construction of an outpatient medical clinic and other
improvements; and
WHEREAS, the parties hereto have mutually agreed to the terms of this Lease
Amendment as hereinafter set out.
NOW, THEREFORE, in consideration of the premises and the promised and
covenants contained in the terms and conditions heretofore set forth, the parties hereto
amend the original Lease Agreement dated January 5, 2009, as follows.
1. Damage or Destruction of Premises.
10.1 Buildings or Structures Built by Lessee. If any building or structure
constructed by Lessee is damaged, and if in Lessee's sole reasonable judgment
it can be restored to its prior condition within a reasonable time, then Lessee
shall restore the same with reasonable promptness. In this case, Lessee shall
be entitled to receive and apply the proceeds of any insurance covering such
loss to the restoration of the building or structure, and any excess of proceeds
shall belong to Lessee. However, if Lessee determines in its sole judgment that
damages to the Leased Premises are uneconomical to restore, Lessee may
cancel this agreement pursuant to Section 15.1(c). In such case, the proceeds of
any insurance shall first be applied to pay off any outstanding loan or
indebtedness owed by the Lessee. Any insurance proceeds in excess of the
amount required to pay off said loan or indebtedness in full shall be split equally
between Lessee and Authority, provided, however, that the maximum amount of
said proceeds to which the Authority is entitled would be an amount equal to five
(5) times the annual rent Authority is receiving at the time of the subject loss. If
at the time of said loss, the lease term is less than five (5) years, the excess
proceeds to be distributed to the Authority would be limited to the ground rent
-,I�".r,ITR,WE D
Page 1 of SEP 0 7 2011 ; ¢ dini 0UPLICPI F:

New Hanover County Contract#09-0162A
due and owing for the balance of said lease term. Lessee shall remove any
debris or other materials form the Leased Premises if the building or structure is
not restored so as to leave the premises in as good condition as when first
occupied by the Lessee and shall be sole responsible for the cost of removing
such debris and material.
2. Ongoing Effect. Except as specifically above amended, the original lease 09-
0162 dated January 9, 2009 shall remain unaltered and in full force and effect.
IN TESTIMONY WHEREOF, the Authority, County and Lessee have caused this
instrument to be executed in duplicate originals by their duly authorized officials, the day
and year first writt �.A
NEW HANOVER COUNTY
AIRPORT HORITY
[CORPOR E
� WILMINGTON �A '
tNTERMATlONAL Chairman
E AtRPORT
� Pl CAF14� a
Se etary
Th s instrument has been pre- New Hanover County Attorney
au ed in the manner required acting as Attorney for New
by the Local Government Budget Hanover County Airport Authority.
and Fiscal Control Act. Approved as to form:m
q4o��'—Finance Director Airport Attorney
N0 NEW HANOV R COUNTY
(SEAL) 0
r
3y aZ ChjWman
ti
ATTEST: STnaus„co`
Clerk to the Board
Page 2of4 SEP 0 7 2011 din
BY:—____---

New Hanover County Contract#09-0162A
Approved as to form:
L�1-1 .
County Attorney
THE UNITED STATES OF AMERICA,
c/o THE DEPARTMENT OF
VETERANS AFFAIRS
Print Name & Title of Contracting
Officer
Signature of Contracting Officer
Name: 1y1V
Its:
NORTH CAROLINA
AISLoI� Nf: idOVER COUNTY
I, bA,nssA J • WAr-rgee� a Notary Public of the State and
County aforesaid, certify that Sulu personally came before
me this day and acknowledged that he is Secretary of the New Hanover County Airport
Authority, and that by authority duly given and as the act of the Authority, the foregoing
instrument was signed in its name by its Chairman,
PAu-1 G . f"f% sealed with its corporate seal and attested by
himself as its Chairman.
5
WITNESS my hand and official seal, this da y � J�, N
Lk4mle, 9
OTA/p)_
Notary Public
My commission expires: OCT. 26,2o0 i t
;oy`f'! a0
NORTH CAROLINA
NEW HANOVER COUNTY
I, l�er�e�g(� �' • Cl��tel( a Notary Public of the State and
County aforesaid,f certify Wat Sheila L. Schult personally came before me this day and
acknowledged that she is Clerk to the Board of Commissioners of New Hanover
County, and that by authority duly given and as the act of the Board, the foregoing
iP:U: C.YVFF+ D
Page 3of4 SEP 0 7 2011 dm
113y:—�

New Hanover County Contract#09-0162A
instrument was signed in its name by its Chairman sealed with its official seal and
attested by herself as its Clerk. _
WITNESS my hand and official seal, this day of 0(t J
2011.
Kymberleigh . Groweil b
Notary Public I N6tbry Public)
My commission expir New Hanover Co nt �dC
.. �vtyEvmmi�F.��� �?'
I�i�1F .
�.OF
It e
e, No ry Public of the d
of resaid certify that on,this day before met ' day and acknowledge that
® �} f the United States of erica R•v�dC
on behalf of The Departmen of Veterans Affairs, an hats authority duly g' a�as
440 act of the government, the foregoing instrument was signed by its
CO
WITNEAS my hand and official seal a county and state last of id,
thisQ3—day of Vde4 12011. `
Notary Public
My commission expires:
p ®@NNIS CALKtN1
�J{�CRo n�SSvaij�ExPiSTRIFebrOuery z8.2018p
S cl
42
'� 2 26 20i5 i
r • ,.
SEP 0 7 2011
Page 4 of 4 dm

ASSIGNMENT OF LEASE
FOR VALUABLE CONSIDERATION, the receipt and adequacy of which are expressly
acknowledged, Assignor and Assignee agree that:
1. DEFINITIONS. In this Assignment the following terms have the meanings given
to them.
(a) Assignor: Summit Smith Healthcare Facilities, a division of C.D. Smith
Construction, Inc.
(b) Assignee: Wilmington NC VA 2011 LLC
(c) Agreement: Lease for real property (hereinafter referred to as the "Agreement")
between the United States of America and Assignor as Lessor.
(d) Premises: A tract of land located in Cape Fear Township, New
Hanover County,NC, containing approximately 19.061
acres.
(e) Delivery of possession: Date to be set in a Supplemental Lease Agreement
prior to occupancy.
2. ASSIGNMENT AND DELIVERY OF THE PREMISES. Assignor assigns to
Assignee, effective as of The Date, all of Assignor's right, title and interest in the Agreement referred
to above. Assignor will deliver possession of the premises to Assignee on The Date.
3. ASSUMPTION AND ACCEPTANCE OF THE PREMISES. Assignee assumes
and agrees to be bound by and shall perform each and every obligation of Assignor under the
Agreement, effective as of The Date. Assignee will receive from Assignor and accept the premises in
their condition as of The Date.
4. RENT CHECKS. Rent checks shall be made payable to Wilmington NC VA 2011
LLC, P.O. Box 1006, Fond du Lac, WI 54936-1006.
5. ASSIGNOR'S WARRANTIES. Assignor warrants to Assignee that (a) the
Agreement is in full force and effect, and unmodified, (b) Assignor's interest in the Agreement is free
and clear of any liens, encumbrances, or adverse interests of third parties, (c)Assignor has full and
lawful authority to assign its interest in the Agreement, and (d) there is no default under the Agreement
or any circumstances which by lapse of time or after notice would be a default under the Agreement.
The warranties contained in this paragraph will be true as of The Date of Assignor's execution of this
Assignment and will be true as of The Date. These warranties will survive The Date.
6. MUTUAL INDEMNIFICATION. Assignor will indemnify Assignee against and
hold Assignee harmless from any and all loss, liability, and expense (including reasonable attorney's
fees and court costs) arising out of any breach by Assignor of its warranties contained in this
Assignment, and Assignee will indemnify Assignor against and will hold Assignor harmless from any
SEP 0 7 2011
t3Y:__

loss, liability, and expense (including reasonable attorney's fees and court costs) arising out of any
breach by Assignee of its agreements contained in this Assignment after The Date.
7. AMENDMENT OF AGREEMENT. Assignor authorizes Assignee to, if and as
desired from time to time, amend the Agreement bilaterally with the Lessee, after The Date without
notice to or consent of Assignor, and Assignor agrees that no such amendment will limit or alter
Assignor's liability under the Agreement, as it may be amended from time to time; however, no such .
amendment will increase the amount of rent for which Assignor or Lessee is obligated to pay under the
Agreement, including the Supplemental Lease Agreement which will be entered into prior to
occupancy.
8. JOINT AND SEVERAL LIABILITY. The liability of Assignor and Assignee
under the Agreement will be joint and several. If the term "assignee" refers to more than one
corporation, partnership, trust, association, individual, or other entity, their liability under this
Assignment will be joint and several.
9. ENTIRE AGREEMENT. This Assignment embodies the entire agreement of
Assignor and Assignee with respect to the subject matter of this Assignment, and it supersedes any
prior agreements, whether written or oral, with respect to the subject matter of this Assignment. There
are no agreements or understandings which are not set forth in this Assignment. This Assignment may
be modified only by a written instrument duly executed by Assignor and Assignee.
10. BINDING EFFECT.The terms and provisions of this Assignment will inure to the
benefit of and will be binding upon, the successors, assigns, personal representatives, heirs, devisees,
and legatees of Assignor and Assignee.
Assignor and Assignee have executed this Assignment on the respective dates set forth beneath
their signatures below.
Assignor:
Summit Smith Healthcare Facilities, a
division of C. th Co 'truction, Inc.
By: __ f✓t _ _
ark The er
Date:
Assignee:
Wilmington NC VA 2011 LLC
By:
Robert Baker, Managing Member
Date: Z/
SEP 0 7 2011
V.

CONSENT
The undersigned consents to the foregoing assignment.
Governn of the United States of America
By:
Its: Cot cling ff r
Dated: Q 2� ZO(
SEP 0 7 2011
BY:

U° ,°^, North Carolina
Elaine F. Marshall DEPARTMENT of rl-IE
'7 Secretary SECRETARY OF STATE
;;,<.• .0 PO Bok 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/6/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
'J Pre-populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC WILMINGTON NC LEGAL
VA 2011 LLC
Limited Liability Company Information
SOSID: 1219701
Status: Current-Active
Effective Date: 9/1/2011
Dissolution Date:
Annual Report Due 4/15/2012
Date:
Citizenship: FOREIGN
State of Inc.: WI
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: CT CORPORATION SYSTEM
Office Address: 150 FAYETTEVILLE ST, BOX 1011
RALEIGH NC 27601
Mailing Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Principal Office
Office Address: 889 EAST JOHNSON STREET
FOND DU LAC WI 54935
Mailing Address: 889 EAST JOHNSON STREET
FOND DU LAC WI 54935
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
778
RECEIVED
SEP 0 7 2011
BY:

C201124300259
SOSID: 1219701
_. Date Filed: 9/1/2011 3:29:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C201124300259
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to§57C-7-04 of the General Statutes of North Carolina,the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina,and for that purpose submits the following:
I. The name of the limited liability company is WILMINGTON NC VA 2011 LLC
and if the limited liability company name is unavailable for use in the State of North Carolina,the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was fanned is: WISCONSIN
3. The date of formation was 4-14-2011 _;its period of duration is: PERPETUAL
4. Principal office information: (Select either a or b)
a, R]The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 889 E JOHNSON ST
City,State,Zip Code FOND DU LAC, WI 54935 County FOND DU LAC
The mailing address,if different from the street address,of the principal office of the corporation is:
b. ❑The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 150 FAYETTEVILLE ST., BOX 1011
City,State,Zip Code RALEIGH, NC 27601 County WAKE
6. The mailing address,If d fferent f►om the street address,of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: C T CORPORATION SYSTEM
I
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH,NC 27626-0622
(Revised January 2002) (Form L-09)

C201124300259
APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names,titles,and usual business addresses of the current managers of the limited liability company are:
(use attachment ijnecessary)
Name Business Address
ROBERT D. BAKER, MANAGING MEME 889 E JOHNSON ST FOND DU LAC, WI 54935
9. Attached is a certificate of existence(or document of similar import),duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accented.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State,a copy of the
resolution of its managers adopting the fictitious name is attached.
11.This application will be effective upon filing,unless a delayed date and/or time is specified:
This the 30 day of AUGUST Y011
WILMINGTON NC VA 2011 LLC
Name of Limited Liability Company
nature o Manager
ROBERT D. BAKER
Type or Print Name
Notes:
1. Filing fee is$250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.0.BOX 29622 RALEIGH,NC 27626-0622
(Revised January 2002) (Farm L-09)

C201124300259
United States of America
State of Wisconsin
DEPARTMENT OF FINANCIAL INSTITUTIONS
Division of Corporate&Consumer Services
To All to Whom These Presents Shall Come,Greeting:
1,RAY ALLEN,Deputy Secretary,Department of Financial Institutions,do hereby certify that
WILMINGTON NC VA 2011 LLC
is a domestic corporation or a domestic limited liability company organized under the laws of this state and that
its date of incorporation or organization is April 14,2011.
I further certify that said corporation or limited liability company has not yet completed its initial report year
and,accordingly,has not yet filed an annual report under ss. 180.1622, 180.1921, 181.1622 or 183.0120 Wis.
Slats.,and that said corporation or limited liability company has not filed articles of dissolution.
IN TESTIMONY WHEREOF, I have hereunto set
my hand and affixed the official seal of the
•o\,t a+A•4�•r� Department on August 30,2011.
y; n
p, to
S\
.• O
Of Wit&0t\
RAY ALLEN,Deputy Secretary
Department of Financial Institutions
Effective July 1, 1996,the Department of Financial Institutions assumed the functions previously performed by the
Corporations Division of the Secretary of State and is the successor custodian of corporate records formerly held
by the Secretary of State.
DFI/Corp/33
To validate the authenticity of this certificate
Visit this web address:http:/Avww.wdfl.orglappstccaNerify/
Enter this code: 96214-388BBIOE

WisconsinInstitutions
'Strengthening Wisconsin's Financial Futurel
Search for: Search
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Wilmington NC VA 2011 LLC s=,=ne== w Name Availability
Corporate Records Result of lookup for L048966 (at 8/29/2011 2:13 PM )
WILMINGTON NC VA 2011 LLC
You can: File an Annual Rep -d- Request a Certificate of Status - File a Registered Agent/Office
Update Form
Vital Statistics
Entity ID L048966
Registered 04/14/2011
Effective Date
Period of PER
Existence
Status Organized Request a Certificate of Status
Status Date 04/14/2011
Entity Type Domestic Limited Liability Company
Annual Report Limited Liability Companies are required to file an Annual Report under s.
Requirements 183.0120, WI Statutes.
Addresses
Registered Agent ROBERT D BAKER
Office 889 EAST JOHNSON STREET
FOND DU LAC , WI 54935
File a RegisteredAgent/Office Update Form j
f v t w T'V �
Principal Office SEP 0 7 2011

Histo:ical'Information
Annual Reports None
Certificates of None
Newly-elected
Officers/Directors
Old Names Change Date Name
Current WILMINGTON NC VA 2011 LLC
04/14/2011 LEWISTON ME VA 2011 LLC
Chronology Effective Date Transaction Filed Date Description
04/14/2011 Organized 04/14/2011 E-Form
04/14/2011 Articles of 04/25/2011 Old Name = LEWISTON ME
Correction VA 2011 LLC
Order a Document Copy
RCYagVE�
i SEP 0 7 2011
t3Y:

C,, a FoSNRU•Oe ONLY
" North Carolina Department of Environment and R.,.,.�
Natural Resources Submit tjm�aO
NCDENR Request for Express Permit Review Taus.
cannon:
FILL-IN all the information below and CHECK the Perri you are requesting for express review. FAX or Email tine compreteo rorm to press
Coordinator along with a completed DETAILED narrative,site Plan(PDF file)and vicinity map(same items expected in the application package
of the project location.Please include this form in the application package.
• Asheville Region-Alison Davidson 828-2964698;alison.davidson(dncmall.ne �Ot,v
• Fayetteville or Raleigh Region-David Lee 919-7914203;david.lee(dncmail.net
• Mooresville 8-Patrick Grogan 704-663-3772 or patrick.Progan(dncmail.net
• Washington Region-Lyn Hardison 252-9464215 or lvn.hardisomOncmail.net
• Wilmington Region-Janet Russell 910-350-2004 oriinetrusselKdncmail,net
NOTE:Project application received after 12 noon will be stamped in the followingday.work
� ' I
Project Name:WILMINGTON VA OUTPATIENT CLINIC. County:NEW HANOVER____4ek1 cry,.A{�S�I�CA 1-__`-- Deleted:_
Applicant:ANDY PALEC Company:SUMMIT SMITH HEALTHCARE FACILITIES L\.t^t '- Field code Changed
Address:6737 WEST WASHINGTON STREE,SUITE 3245City:MILWAUKEE,State:WI Zip:53214-
Phone:414-45N110 Fax:: - - Email:APALE @SUMMITSMITH.COM
Physical Locaflon:INTERSECT10N OF GARDNER DRIVE AND AIRPORT BLVD.WILMINGTON INTERNATIONAL AIRPORT J
Project Drains into SMITH CREEK waters-Water classification C.SW(for classification see-htto:l8i2o.enr state.nc.ustbimslreoodslreoortsWB.hUn11
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within%mile and draining to class SA waters N or Mthin 1 mile
and draining to class HQW waters?N
EnginmrlConsultant:TIM CLINKSCALES,PE.PLS Company:PARAMOUNTE ENGINEERING.ING__ _________________________ Deleted:
Address:5911 OLEANADER DRIVE City:WILMINGTON,State:NC Zip 28403-_ Field Code Changed
Phone:[phone] Fax::[phone] Email:TCLINKSCALEiir ARAMOUNTE-ENG.COM_ --- Field Cade Changed
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
Deleted:
N Scoping Meeting ONLY®DWO,❑DCM,J]DLR,-❑OTHER:_.----------------------------------------- Deleted:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Ongin Determination:_#of stream calls-Please attach TOPO map marking Ore areas in questions
❑IntennittentlPerennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland Llinear it or_acres)
❑Riparian Buffer Authorization ❑Minor Variance❑Major General Variance
N State Stormwater ' ❑General ❑SFR, ❑Bkhd 8 Bt Rmp,❑Clear 8 Grub, ❑Utility
❑Low Density ❑Low Density-Curb 8 Gutter _#Curb Outlet Swales❑OH-site[SW (Provide permit#)l
N High Density-Detention Pond 1#Treatment Systems ❑High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-Stomrwater Wetlands _#Treatment Systems❑High Density-
Other _#Treatment Systems /❑MODIFICATION: El Major ❑Minor [:]Revision SIN_(Provide pemul#)
❑Coastal Management ❑Excavation 8 Fill ❑Bridges 8 Culverts ❑Structures Information
❑Upland Development ❑Manna Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with_acres to be disWrbed.(CK is (for DENR use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site N Yes❑No Buffer Impacts:N No❑YES: _acre(s)
Wetlands Delineation has been completed:N Yes❑No Isolated wetland on Property❑Yes N No
US ACOE Approval of Delineation completed:N Yes❑No 404 Application in Process wl US ACOE: ❑Yes N No Permit
Received from US ACOE N Yes❑No
For DENR use only
Fees lit for mull le permits: Check# Total Fe•Amounf$
SUBMRTAL DATES Fee SUBMITTAL DATES Fee
CANA $ Variance! Mai;U Min) $
SW(U HD,U LD,U Gen) 1 1401, 1 $
LDS I $ Stream Deter,_ $
NCDENR EXPRESS September 2009 77�CL�1 FD
R\fA•UG let' 17 V2Od1,1
n 1AJr 13Y:

1
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WILMINGTON VA OUTPATIENT CLINIC
Express Stormwater Narrative
August 17, 2011
Project Narrative,
Summit Smith Healthcare Facilities is proposing a -80,000 sf VA Outpatient Clinic at the
Wilmington International Airport. The project consists of 19.7 acres at the intersection of
Gardner Drive and Airport Blvd.
The project is within a drainage basin that drains to Smith Creek (C;SW). The stormwater will
be treated via a combination of wetland detention ponds and an infiltration basin. This project
will not have any wetland impacts and all permit applications for the development will be
submitted to the necessary agency for review and approval.
6

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Page I of 1
tclinkscales
From: Andy Palec[[e-mail]
Sent: Monday, August 29, 2011 3:59 PM
To: tclinkscales
Subject: Authorization for NCDENR
To whom it may concern:
Mr. Tim Clinkscales of Paramounte Engineering in Wilmington, North Carolina is authorized to represent
Wilmington NC VA 2011 LLC in plan review meetings with NCDENR, for the purpose of seeking approval of a
storm water management permit for the new VA clinic to be built on land leased by the LLC from the Wilmington
International Airport. Mr. Clinkscales has been retained by Summit Smith Healthcare Facilities, an LLC affiliated
entity and the facility developer, as the professional engineer of record for civil design.
Please feel free to contact me with any questions.
Andy Palec
Vice President
Summit Smith Healthcare Facilities
6737 West Washington Street, Suite 3245
Milwaukee, WI 53214
[phone] (office)
[phone] (fax)
www.summitsmith.com
8/29/2011

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