SW6141102_HISTORICAL FILE_20150120

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

® Stantec
Stantec Consulting Serivices Inc.
5565 Centerview Drive, Suite 107, Raleigh, NC 27606
December 8, 2014
File: 2023302073: Fort Bragg Equipment Parking Area Y5015
NCDEMLR — Water Quality Division
1617 Mail Service Center
Raleigh, NC 27699
Reference: Fort Bragg Equipment Parking Area Y5015
Stormwater Management Permit Review
Mr. Mike Randall,
Stantec is pleased to submit this Stormwater Management Permit application package for the
above referenced project at Fort Bragg. This application proposes to construct a new gravel
parking area and bio-swale stormwater management devices. The property is located on Fort
Bragg in Cumberland County, North Carolina with access to the site off of Knox Street. The
existing undeveloped site is situated just east of Bragg Blvd. and the security checkpoint/ Visitors
Center on Knox Street.
Enclosed please find the following:
1. Original and one (1) copy of the Stormwater Management Permit Application
2. One (1) check in the amount of $505.00 for the application fee
3. One (1) copy of the Civil Calculations that includes the Project Narrative, soils map,
drainage area map, drainage calculations, and BMP modeling calculations
4. One (1) original of the applicable BMP O&M agreement for the proposed BMPs (name
changed to say Bio-Swale per guidance from NCDENR)
5. One (1) copy of the USGS Quad Map
6. Two (2) copies of grading plan and stormwater management detail sheet (sheet C3 and C9)
7. One (1) copy of the Geotechnical Report
Please let us know if you have any questions or need any additional information.
Sincerely,
STANTEC
9U.�� 44,
Jason Sesler, PE
Project Manager
Attachment: Enclosures
AN 2 0 2015

5 Stantec
Stantec Consulting Services Inc.
5565 Centerview Drive Suite 107
Raleigh NC 27606
Tel: [phone]
Letter of Transmittal
NCDENR - N.C. Division of Energy, Mineral and Land Resources
DATE: 1218114
JOB NO: 2023302073.PRMG
(DEMLR)
Slormwater Permitting Program
RE: Ft. Bragg Equipment Parking Area Y5015
1617 Mail Service Center, Raleigh, NC 27699
Location: Archdale Bldg
Stormwater Management Permit Submittal
512 N. Salisbury Street,
Water Quality — 9th Floor
Raleigh, NC 27604
ATTENTION: Mr. Mike Randall [phone]
WE ARE SENDING YOU THE FOLLOWING ITEMS:
❑X ATTACHED ❑ UNDER SEPARATE COVER
CALCULATIONS
VELLUMS
COPY OF CONTRACT
VIA: ❑ REGULAR MAIL ❑X OVERNIGHT MAIL
SPECIFICATIONS
COPY OF REPORT
COPY OF LETTER
❑ BY HAND ❑ PICKUP
COPIES DATE or NO. DESCRIPTION
NCDENR Permit package
1
JAB 2 0 2015
❑ MESSENGER
THESE ARE TRANSMITTED AS CHECKED BELOW:
X FOR APPROVAL AS APPROVED BY
X FOR REVIEW AS SUBMITTED FOR APPROVAL TO
FOR SIGNATURE PLEASE RETURN TO US AFTER USING
FOR YOUR RECORDS
REMARKS:
cc: File
SIGNED:
Jason Sesler. PE

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® Stantec
5565 CENTERVIEW DRIVE, SUITE 107
RALEIGH, NC 27606
www.stantec.com
Prolecf
EOAPMENT PARKING AREA Y5015
FORT mAGG, NORTH CAROUNAN 2 0 2015
Drawing
Ref:
Deacrij)borc
Date
EX-1
FAYETTEVLLE, NC
7.5-MINUTE SERIES (2013)
t1-20-2014
Scale NTS

v,* MC QM&CREED
OVERNIGHT
10: NCDEQ
Division of Energy, Mineral, and Land
Resources
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
NETENT1ON: Tracy Davis, PE, CPM
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ® Calculations
LETTER OF TRANSMITTAL
DATE: July 26, 2017
PROJECI'NO: 6740-0001
TASK NO: 70
RE NICoE Infrastructure Support:
Stormwater Certification
TRANSMITTAL. NO: 1
PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
1
Original
Designer's Certification for Permit SW6141102
G
1
Copy
Stormwater Permit SW6141102
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
I i i I
REMARKS:
JUL 2 7 2017
L
243 NORTH FRONT STREET, WILMINGTON, NC 28401 [phone] FAX [phone]
File —Trans w/enc MCKIM & CREED, INC.
Signed
Craig Nursey, El
5:\6740\0001\10Lomm\19=hansmittzl UtWc \170726 NCDEQ'1*..,.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 17, 2014
Mr. David Heins
Environmental Division Chief
Directorate of Public Works
2175 Reilly Road Stop A
Fort Bragg, North Carolina 28310-5000
Subject: Stormwater Permit No. SW6141102
Fort Bragg NICOE Satellite Infiastructurc Support in Cumberland County
Dear Mr. Heins:
John E. Skvarla, III
Secretary
The Division of Energy, Mineral, and Land Resources (D13LMR), received a complete Stormwater
Management Permit Application for the subject project on November 13, 2014. 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 2006-246. We are
forwarding Permit No. SW3141102, dated November 17, 2014, for the construction, operation and
maintenance of the subject project and the stormwater system/BMPs. This permit shall be effective
from the date of issuance until November 16, 2022, and shall be subject to the conditions and
limitations as specified therein, and does not supersede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes. Per NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-
6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such
demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Mike Randall at [phone]; or
[e-mail].
ncdenr.gov.
Sincerely,
��
for Tracy E. Davis, PE, CPM, Director JUL 2 7 2017
cc: SW6141102 File, Fayetteville Regional Office
cc: J Branch Smith, McKim & Creed, Inc.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http://portal.ncdenr.org/web/ir/
An Equal opportunity 1 Affirmative Action Employer —50% Recycled 110% Post Consumer Paper

State Stormwater Permit
Permit No, SW6141102
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
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
Fort Bragg
NICOE Satellite Infrastructure Support
At Rotary Lane and Longstreet Road in Cumberland County
FOR THE
construction, operation and maintenance of two infiltration basins in compliance with
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the State and considered a part of this permit.
This permit shall be effective from the date of issuance until November 16, 2022, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
The two infiltration basins are approved for the management of stormwater
runoff as described in the application documents and as shown on the approved
plans.
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.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 4

State Stormwater Permit
Permit No. SW6141102
It. SCHEDULE OF COMPLIANCE
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all time provide the operation and maintenance necessary
to assure the two permittee infiltration basins functions at optimum efficiency.
The approved Operation and Maintenance Plan must be followed in its entirety
and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
g. Access to the cell and outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
4. The permittee shall submit an annual summary report of the maintenance and
inspection records for each infiltration basin. The report shall summarize the
inspection dates, results of the inspections, and the maintenance work
performed at each inspection.
5. Each infiltration basin shall be constructed in accordance with the approved
plans and specifications, the conditions of this permit, and with other supporting
data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the two infiltration basins certifying that the
permitted facility has been installed in accordance with this permit, the approved
plans and specifications, and other supporting documentation. Any deviations
from the approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
Page 2 of 4

State Stormwater Permit
Permit No. SW6141102
approved plan.
A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of eight years from the date of the completion of
construction.
10. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
State, accompanied by the supporting documentation. 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 a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the State, 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, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
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 issued shall continue in force and effect until revoked or terminated.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 3 of 4

State Stormwater Permit
Permit No. SW6141102
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 17th day of November, 2014.
Director Division of Energy, Mineral, and Land Resources
Page 4 of 4

DWQ USE ONLY -
Date I ccci��ed
I Fee Paid_
�. Permit Number
j
//J
w )
Applicable Rule : ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Storm water Management Plan
❑ Other WQ M mt Plan:
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality NOV 13 614
STORMWATER MANAGEMENT PERMIT APPLICATION GETIR uVD QUALITY
This form may be photocopied for use as an original STORMWATER PERMITTING
1. GENERAL INFORMATION
I. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):.
2. Location of Project (street address): NOV 2 6 2014 11 11
Rotary Lane and Longstreet Rds
City:Fort Bragg County:NC Zip; 28310-5000
3. Directions to project (from nearest major intersection): f
The site is approximately at the northeast corner of the intersection of Longstreet and Rotary Roads
4. Latitude:35° 8' 58.3" N Longitude:79° 0' 34.77" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modificalions also requires SWU-102 — Renewal Application Form
b.lf 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* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®I-ligh 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: 3.70 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2://Rortal.ncdeiir.org/web/wq/ws/su/­statesw/rules laws
Form SWU-101 Version 06Aug2012 Page I of

I11�iLiWVZTW111P►IailR i"WoreI
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the protect):
Applicant/Organization: Ft. Bragg Directorate of Public Works (DPW) /Chief-Enviromnental Division
Signing Official & Title:Mr. David Heins
b.Contact information for person listed in item 1a above:
Street Address:2175 Reilly Road. Stop A
City:Fort Bragg State:NC Zip:28310-5000
Mailing Address (if applicable):same as above
City: State: Zip:
Phone: (910 ) 396-8207 Fax: ( )
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:
Signing Official & Title:
b.Contactniformation for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( )
Email:
Zip:
State: Zip:
Fax: ( )
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:_
Phone:
Email:
4. Local jurisdiction for building permits:
Point of Contact:
State: Zip:
Fax: ( )
Phone #:
Fonn SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be piped through a piped collection system to (2) excavated infiltration basins. Some
parking lot runoff will infiltrate in the parking islands as well.
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.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SIN -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 3.70 acres
River basin.
5. Total Coastal Wetlands Area: 0.00 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 3.70 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nou-coastal uretlannds landzoard of the NHW (or MHM line unay
be included in the total project area.
8. Project percent of impervious area: (Total,lmpervious Area / Total Project Area) X 100 = 46.0 %
9. How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the Whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area
Receiving Stream Name
Tank Creek
Tank Creek
Stream Class *
C
C
Stream Index Number *
18-31-27
18-31-27
Total Drainage Area (so
53,814
57,861
On -site Drainage Area (so
53,814
57,861
Off -site Drainage Area (so
-
-
Proposed Impervious Area** (so
38,529
35,606
% Impervious Area** total
71.6%
61.5%
Impervious** Surface Area.
Drainage Area 1.
Drainage Area 2
Draina e Area
'Drainage Area_
On -site Buildings/Lots (so
11,325
13,756
On -site Streets (so
0
0
On -site Parking (so
20,104
17,630
On -site Sidewalks (so
1,218
2,169
Other on -site (so
5,882
2,051
Future (so
0
0
Off -site (sf)
1 0
0
Existing BUA*** (so
1 0
0
Total (so:
1 38,529
35,606
Stream Class and Index Number can be determined at: http://lzortal.nedenr.org/web/wq(ps/csu/classi icatious
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

'Report only that annomtt of existing BUA that will rennin after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DIJIQ Central Office staff to check if the project is located within a Threatened
Endangered .Species watershed that tray he subject to more stringent stornnaater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq/ws/su/bm2-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 httl2://portal.ncdetir.org/web/wq/"ws/su/statesw/forms does. The complete
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.ncdennorg/web/wcl/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 http://portalmcdenr.org/web/w2/ws/su/statesw/forms dots.
]. Original and one copy of the stormwater. Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (scaled, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envI)elp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location.. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• 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.
Form SWU-101 Version 06Aug2012 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. include an 8.5"xll" 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 verifij the SHWT prior
to submittal, [phone].)
N4
A*
10.
11.
A copy of the most current property deed. Deed book: Page No:
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(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.
littp://",ww.secretary.state.nc.us/Corporatiotis/CSearcli.aspx
VIL 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.nedenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill. 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:]. Branch Smith, PE
Consulting Firm: McKim & Creed, Inc.
Mailing Address:243 N Front St.
City:Wilmington
Phone: (910 ) 343-1048
Email:brsmith©mckimcreed.com
State:NC Zip:28401
Fax: (910 ) 251-8282
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype nmue of person listed in Contact Information, item 2a) NA certify that]
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Infornmtion, item 7a) NA with (print or type nmue of organization listed in
Contact 6rforniation, item 1 a) NA 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.
Form SWU-101 Version 06Aug2012 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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 valid
permit 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 $25,000 per day, pursuant to NCGS 143-215.6.
Signatu
a Notary Public for the State of
. do hereby certify that
before me this _ day of
Date:
County of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEA].
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hitpe name of person listed in Contact Information, item Ia) David Heirs
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 stormwate4',rv,
nder 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
re: Signatuc� < _G✓ Date:L,e ©e3LlT
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 06Aug2012
Page 6 of 6

Oman
GwucMlo6 FnNnnmmol, �M Maur4b CHlwar
610 Spring Branch Road • Dunn, North Carolina • 28334 • Phone: [phone] • Fax: [phone]
www.Build i ngAnd liarth, com
July 28, 2014
McKim & Creed RECEIVE
243 North Front Street
Wilmington, North Carolina 28401 NOV 13 2014
Attention: Mr. Richard Collier, PE
DENR-LAND QUALITY
STORMWATER PERMITTING
Re: Report of Seasonal High Water Table & Infiltration Test Results
NICoE Facility
Fort Bragg, North Carolina
Building & Earth Sciences Project Number RD14291A NOV 2 6
2014
Mr. Collier,
As requested, Building & Earth Sciences, LLP, subcontracted with a Soil -Scientist licensed in'
North Carolina to measure the depth to the Seasonal High Water Table (SHWT) and we
performed Compact Constant Head Permeability (CCHP) tests for your proposed detention
basins at the proposed NICoE facility at Fort Bragg, North Carolina. We understand that two
infiltration ponds will be constructed at the site.
Mr. Mike Eaker, a licensed Soil Scientist with Southeastern Soil & Environmental Associates, Inc.,
visited the site on July 17, 2014 to measure the depth to the SHWT at locations within the
proposed infiltration ponds as directed by you and/or your team. The results of the SHWT
testing are attached to this letter.
At the depths recommended by Mr. Eaker, and confirmed by you and/or your team, our field
technician performed one CCHP test at each SHWT location to measure the saturated
conductivity of the soil in general accordance with ASTM D-5126. The CCHP tests and SHWT
measurements resulted in the following values:
SHWT Depth
Groundwater
CCHP Test CCHP Infiltration
Location
(inch)
Depth (inch)
De th (inch) Rate (inch/hour)
CCHP-1
52 _ _
NE
28 >5.0
_ CCHP-2
69
116
28 ---- 3.20
CCHP-3
44
_
None
20 3.47
CCHP-4
52�
96
20 >5.0
Birmingham, AL • Auburn, AL - Columbus, GA • Huntsville, AL • Louisville, KY
New Orleans, LA • Raleigh, NC • Savannah GA • Shreveport, LA • Springdale. AR • Tulsa, OK

NICoE Facility @ Fort Bragg Page 2 of 2
Project Number RD14291 July 28, 2014
The attached site map and boring location map show the location of the project and the
location of the four tests.
If you have any questions regarding this letter, do not hesitate to contact us.
Respectfully submitted,
BUILDING & EARTH SCIENCES, LLP.
EA7
2,1
Ku A. Miller, P.E.
Senior Geotechnical Engineer
Enclosures Figure 1: Site Location Map
Figure 2: Boring Location Map
CCHP Infiltration Test Results for CCHP-1 through CCHP-4
Season High Water Table Report

V
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Site Location Ma
BES Project #:
RD14291
Client:
McKim & Creed
Drawing Source:
Goo le Ma s
Project:
_NICoE — Fort Bragg
Address:
Rotary Lane
11 � �NJ
City: -
Fort Bragg, North Carolina
Scale: Not To Scale
Figure 1

1 1 �I/ 'I_-O-_C)`1IC`IIjH'
P-2/ lIUPeEN
N) I IOCHP_1'11111111
1 `
SS
❑ — —
I / Bt tl
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CCHP-3
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111 1 `• � � �i
WOODEN
FACMW
SIGN
Longstreet Road _rr
Bt +Approximate CCHP-� O
Boring Location
Approximate Approximate Scale 0 50 100
CCHP Location (feet)
_Test Location Map
BES Project tl:
RD14291
Client:
McKim & Creed
Drawing Source:
USACE
Project:
NICoE -Fort Bragg
=,F:Address:
Rotary Lane at Longreet Road
[7-7-
City:
_�t
Fort Bragg, North Carolina
Figure 2

G.ctaihnlnl, Enrironmennl, end M.tarbh Eylnno.
Project Name:
NICol- Satellite Infrastructure Support
Project Number:
Client Name:
Boykin
Report Number:
Technician:
13. Carlson
. Date:
RD14291
I or 4
7/24/2014
Test Constants
Liquid Used: tap tauter Depth of WaterTable: 52 Water Tenyr ( OF): 78 OF
Test Location: CCI3P• I. North Stornlwater Quality Area Depth of Observed Wutcr NA incites
constants..
capacity
Liquid Containers
setting
Rate cirh/cm
Sight Tube
II.
I On
20A00
Story c Tubc
51,
2011
105.000
Flow rate used:
105
Bole Diameter:
2.4
inches
Start S;nuralion:
9:45
Water Bead:
9.75
inches
Bole Radius: -1?00 13ole Depth: 28 inches
Trsv Dabs
-
Date
Time
"
Elapsed
Time (firs)
A I 'Total
Flow Read ln'S
Floe Rate
in'/fir
Saturated
Conductivity
"
Remarks: Weather conditions, etc.
Reading,
Tube
Floe
Flow
cm'
K. inlhr
.
S
7/24
9:46
0.02
0.02
30.4
105
462
1691.58
5.40
H
7/24
9:47
26.0
S
7/24
9 :47
0.02
0.03
26.0 '
105
462
1691.58
5.40
I:
1 7/24
9:48
21.6
3
S
7/24
9 :48
0.02
0.05
21.G
IOS
451.5
1653.13
5.28E
7/24
9:49
17.3
4
S
7/24
9:49
0.02
" 0.07
17.3
105
451.5
1653.13
5.28
I:
7/24
9 50
13.0
5
S
7124
9 :50
10.02
0.08
13.0
105
451.5
1G53.13
5.28
H
7/24
9:5I
8.7
6
S
13
7
S
li
8
S
F
9
S
I:
10
S
f:
11
S
P
12
S
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13
S
17
14
Stabilized K,IIt In/ltr
>$
CCHP - I

Gewethnkal. Environment, and Menrld, Engineer,
Project Name:
NICoG Satellite Intrust ructtire Support
Project Number:
R1)14291
Client Name:
Boykin
Report Number:
2 of 4
Technician:
13. Carlson .
Date:
7/24/2014
Ical a,oe.ernrrra
Liquid Used: tap water Depth of Waler Table: 69 Water Temp l e17): 78 OF
'Pest Location: CCHP 2, North Slonnwater Quality Area Depth of Observed Water 116 inches
Cotrstams: Liquid Containers Flow rate used: 105 Bole Diameter: 2.4 inches
capacity
sClh ll,
Rate citlr/em
Sight Tubc
11.
I On
1 20.000
Storage Tube
51,
20n
IUSA00
Start Saturation: 10:25
Bole Radius: 1200
Water Mead:
I tole Depth:
9.5 inches
28 inches
h
F
Date
'Time
[:lapsed
'Time (11
p j 'Total
Flow Readings
Flow Rate
inp/hr
,oturac
Conductivity,
Remarks: Weather conditions, cic.
Reading
'Tube
Flow
Flow
em'
F in/hr
"'
S
7/24
10:2G
0.02
0.02
42.0
IOS
252
922.68
3.07
8
7/24
10:_7
39.6
S
EL
10:27
0'02
0.03
39•G
105
451.5
1653.13
5.50
L'
7/24
10:28
35.3
3
S
7/24
10:28
0.02
0.05
35.3
105
378
1384.02
4.60
R
7/24
10:29
31.7
4
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7/24
10 29
0.02
0.07
31.7
105
378
1384.02
4.G0
L'
7/24
10:30
28.1
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7/24
10:30
0.02
0.08
28.1
105
262.5
961.12
3.20
li
7124
10:31
25.6
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7/24
10:31
0.02
0.10
25•6
105
262.5
9(,1.12
3.20t:
7/24
10:32
23.1
7
S1
7/24
10:32
0.02
0.12
23.1
105
262.5
961.12
3.20
H
7/24
10:33
20.6
8
S
7/24
10 :33
0.02
0.13
20.6
1 U5
262.5
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3.20
8
7/24
10 :34
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9
S
7/24
10 :34
0.02
0.15
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262.5
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3.201
7/24
In :35
15.6
10
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1.
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12
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13
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14
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Stabilized K,,,, ill/I,r
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CCHP - 2

G.omchMeal, E.0,0ft O.mL mOd Mapneh En[Inun
Project Name: NICoI7 Satellite Infrast ructtire Support Project Number:
Client Name: 130vkin Report Number:
Technician: 13. Carlson Date:
RD14291
3 of 4
7/24/2014
Te8/ Con.swimy
Liquid Used: tap water Depth of Water Table: 44 Water Temp 1 OF): 78 OF
'rest Location: CCHP-3, Southeast Storm mer Quality Area Depth of Observed Water _ NA inches
ChnstnnGsr Li aid Containers Flow rate used: 105 1lole Diameter: 2.4 inches
• Ca acit
scttine
Rate cm'/cm
Sight Tube -
11,
1 On
20.000
S10raaC Ttlbe
51.
2 0n
105.000
Stan Saturation: 11:02 Water I lead: 6.25 inches
Ilole Radius: 1.200 IIole Depth: 20 inches
Tetr Dnm
_
Date
Time
I?lapsed
Time(hrs)
A � 'Total
Flow Readings
How Rate
in'/hr
anmate
Conductivity
Remarks: Weather conditions, etc.
Reading,
'Tube
Flow
flow
Call
K. in/hr
1
S
7/24
11 :05
0.02
0.02
49.0
105
157.5
S7G.G7
3.59
E
7/24
11 :06
47.5
S
7/24
II :06
0.03
0.05
47.5
105
262.5
480.SG
'_99
E
7/24
II :08
45.0
3
S
7/24
II :08
0.03
0.08
45.0
105
252
461.34
2.87
1:
7/24
11 :10
42.6
4
S
Ira
II :IO
0.03
0.12
42.G
SOS
252
461.34
2.87
L'
7/24
II :12
40.2
5
S
7/24
1 1 :12
0.03
0.1.5
40.2
105
252
461.34
2.87
E
7/24
II :14
37.8
G
S
7/24
11 :14
0.03
0.18
37.8
105
273
499.78
3.11
1's
7/24
II :IG
35.2
7
S
7/24
II :IG
0.03
0.22
35.2
105
304.5
557A5
3A7
li
7/24
II :I8
32.3
8
S
7l24
II :IS
0.03
0.25
32.3
105
304.5
557A5
3.47 .
E
7ra
II : 0
29A
9
S
7/24
II 20
U.03
0.28
29•4
105304.5
557.45
3.47E
7/24
II :22
26.5
0.(3
26.5
105
304.
7.4
3.47
7/24
23.G10i7/S
II
S
li
12
S
-
li
13
S
F
14
S
t:
Stabilized K,a, i"/I r
3.47
CCHP - 3

Gaoterhninl. Fnvlrenmwul, and Materials Engineers
Project Name: NICo6 Satellite Int'rasiructuic Support Project Number:
Client Name: 13ovkin Report Number:
Technician: 13. Carlson pale;
RD 14291
4 of .1
7/24/2014
Test Con.eranrc
Liquid Used: nap water Depth of Writer Table: 52 Water'Tentp ( T): 78 OF
Test Location: CCIfP4. Southeast Sttxmwater Quality Area Depth of Observed Water 96 inches
Li uid Cnntnincrs flow ralC_uscd: 105 Mole Diameter: 2.4 inches
Couanntc
Capacity
setting
I Rate cm'/cm
Sight Tubc
III
I On
20.000
storage Tube
51,
2 on
1115.000
Start Saturation: 1 1:45
Ilole Radius: 1.200
Water plead:
Bole Depth:
7 inches
20 inches
a:
Date
'Time
L'lapscd
Time (firs)
A j 'Total
Flow Readings
b'Jow Rate
in°/hr
aurae
Conductivity
Remarks: Weather conditions, etc.
Reading
'Tube
Floa•
Flow
can'
R in/hr
.,
S
7/24
11 :47
0.03
0.03
40.5
105
819
1499.35
7.90
E
7/24
II :49
32.7
S
7/24
11 :49
0.02
0.05
32.7
105
409.5
1499.35
7.90
r:
1 7/24
11:50
28.8
3
S1
7/24
11 :50
0.02
0.07
2848
tOS
399
IaGU')I
7.G9
F
7/24
II :SI
25.0
4
S1
7/24
II :51
0.02
0.08
25.0
105
399
1460.91
7.69
1:
7/24
II :52
21.2
5
S
724
11 :52
0.02
D.IU
''-I'
IOi
388.5
I422.46
7.49
li
7/24
II :53
17.5
G
S
724
11 :S3
0.02
0.12
17.5
105
315
1153.35
6.07
l:
724
I I :541
14.5
7
S
7/24
II 54
0.02
0.13
14.5
to.,
1153.35
G.117
I.
7/24
II :55
I1.5
R
S
7/24
II :SS
0.02
O.IS
11.5
105
315
1153.35
6,07
1'
7/24
11 :SG
8.5
9
S
li
10
s
I;
11
S
li
12
S
13
13
S
li
14
1S.
Stabilized K,,,I "'/I,I.
>5
CC•IP - 4

Southeastern Soil. & Environmental Associates, Inc.
P.O. Box 9321
FOYottevlllo. NC 28311
Phono/Fax [phone]o
Email miko®southonslomsoa,c m
July 18, 2014
Mr. Kum Miller, IT
Building and Earth Sciences, L.LP
610 Spring Branch Road
Dunn, NC 28334
Re: Seasonal high water table (S1-1 WT) evaluation I'or potential stormwater retention
areas, NICoE Satellite Infrastructure Support, Rotary Lanc, Fort Bragg, North Carolina
Dear Mr. Miller,
An evaluation of soil properties on a portion of the aforementioned property has been
conducted at your request. The purpose of the investigation was to determine soil water
table depths for use in stormwater retention design.
Soils at the test site arc most similar to the Blaney soil series (see attached boring logs).
Soils at location CCHP 2 consisted of up to 5.0 feet of disturbed earth/fill material (see
attached boring log). Four borings were advanced to depths varying between 8.0 to 10.0
fLet. Seasonal high wmer Ielhtr rcrturri - A.........:.....8 L.. .
surface. The attached map shows the approximate location of the sample points (as
requested by the design engineer).
1 trust this is the information you require at this time.
Sincerely,
Mike Taker
President
sOA
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATER ORAINAGFJtAOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS. EVALUATION A DESIGN

Southeastern Soil & .Environmental Associates, Inc.
P.O. Box 8321 .
Fayonevlllo. NC 28311
Phono/Fax [phone]
Email mlkofsoulhoaslemsoll.com
SH W7' depths, NICoE Salellite Infrastructure Support Site, Rotary
Lane, Fort Bragg, NC
11011ING SHWT DEPTH (inches) Observed Water finches)
1 52 None
2 G9 116
3 44 None.
4 52 96
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SU80IVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUSSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayenevillo, NC 25311
Pnono/Fax[phone]
Emall [e-mail]
Soil Boring Log (Boring 1), NICor Satellite Infrastructure Support, Rotary Lane,
Fort Bragg, NC
This map unit consists of well drained soils on uplands. 'these soils formed in loamy
and sandy sediments. Slopes range from 2 to 5 percent.
A - 0 to 3 inches; dark grayish brown (I OYR 4/2) loamy sand; weak fine granular
stnucture; very friable; many fine roots; abrupt smooth boundary.
17 - 3 to 27 inches; light yellowish brown (I OYR 6/4) loamy sand; approximately 5
percent clean sand; single grained; loose; very friable; abrupt smooth boundary.
13t I - 27 to 52 inches; yellowish brown (I OYR 5/6) sandy clay loam; moderate medium
subangular blocky structure; friable; gradual wavy boundary.
13C - 52 to 60 inches; yellowish brown (I OYR 5/8) coarse sandy clay loam; many
medium prominent strong brown (7.5 YR 5/8) and light gray (I OYR 7/2) mottles; weak
lint subangular blocky structure; Finn; clear smooth boundary.
C1 - 60 to 70 inches; light gray (1 OYR 7/2) sandy clay loam; many medium prominent
yellowish brown (I OYR 5/8) mottles; massive structure; very firm; gradual wavy
boundary.
C2 - 70 to 120 inches; light gray (1 OYR 7/1) clay; many medium prominent red (2.5)'R
4/8) and brownish yellow (I OYR 618) mottles; massive parting to angular hlocky
structure; very firm.
SI-iW 1' a 52 inches (I OYR 7/2)
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USF./SUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNOING • SURFACE/SUSSURFACE WASTE TREATMENT SYSTEMS. EVALUATION a DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 8321
F8118ttevillo. NC 28311
PhonelFax [phone]
Email mike®soulheasternwil.com
Soil Boring Log (Baring 2), NICot Satellite Infrastructure Support, Rotary Lane,
('art Bragg, NC
This map unit consists of well drained soils on uplands. 17hc original soil (below
fill/disturbed material) typically formed in sandy and loamy sediment on uplands. Test
site was next to an existing parking lot.
0 to 60 inches; mixed sand and clay fill material; massive; very friable to very firm; clear
smooth boundary.
C - 60 to 69 inches; brownish yellow (1 OYR 6/8) sandy loran: very friable; massive
structure; clear smooth boundary.
2C1 - 69 to 77 inches; light gray (2.5Y 7/1) clay; many fine yellowish red (5YR 5/8)
mottles; very firm; massive; gradual diffuse boundary.
2C2 - 77 to 95 inches; light gray (2.5Y 7/1) sandy loam; many medium prominent
yellowish brown (10YR 5/8) mottles; very friable, massive; clear smooth boundary.
20 - 95 to 115 inches; reddish yellow (5YR 6/8) coarse sand; many medium prominent
light gray (2.5Y 7/1) mottles; very friable, massive; gradual diffuse boundary.
2C4 - 115 to 120 inches; light gray (1 OYR 7/1), coarse and fine loamy sand; very friable,
massive.
S1i WT @ 69 inches (2.5Y 7/ 1)
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING • WETI.ANDS
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 6 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 8321
Fayettovillo, NC 28311
Phono/Fax [phone]
Email mike4l"Utheastomsoll.com
Typical Soil Boring Log (Borings 3 & 4), NICoE Satellite Infrastructure Support,
Rotary bane, Fort Bragg, NC
This map unit consists of well drained soils on uplands. 'rhese soils fomled in loumy
and sandy sediments. Slopes range from 3 to 5 percent.
A - 0 to 5 inches; dark yellowish brown (I OYR 4/4) loam), sand; weak fine granular
structure; very friable; many fine roots; abrupt smooth boundary.
G - 5 io 33 inches; light yellowish brown (2.5Y 6/3) loamy sand; approximately 5 percent
clean sand; single grained; loose; very friable; abrupt smooth boundary.
fit - 33 to 46 inches; light yellowish brown (I OYR 6/4) sandy clay loam; moderate
medium subangular blocky structure; friable; gradual wavy boundary.
BC - 46 to 52 inches; light yellowish brown (I OYR 6/4) sandy clay loam; many medium
prominent pale brown (I OYR 6/3) mottles; weak fine subangular blocky structure; firm;
clear smooth boundary.
Cl - 52 to 69 inches; mixed yellowish brown (IOYR 5/8), red (2.5YR 4/8) and light gray
(I OYR 7/2) sandy clay loam; massive structure; friable; clear smooth boundary.
C2 - 69 to 76 inches; brownish yellow (1 OYR 6/8) coarse sandy clay loam; massive
structure; friable; clear smooth boundary.
C3 - 76 to 90 inches; mixed brownish yellow (I OYR 6/8) and light gray (1 OYR 7/1)
coarse loamy sand; massive structure; very friable; clear smooth boundary.
2C - 90 to 98 inches; mixed light gray (1 OYR 7/1). reddish yellow (7.5YR 6/8) and
yellowish brown (I OYR 5/8) clay; massive parting to angular blocky structure; very firm.
SIiWI' @ 44 inches (1 OYR 7/2) in boring 3
SI I WT C 52 inches (I OYR 7/2) in boring 4
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING • WETLANDS
GROUNDWATER DRAINAGE/MOUNOING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION A DESIGN

o�5p,�`;�i',"�'4.+;....st"�£�{',}'ir,..:•�.i''.:� ri�f`r�'*"`�s;"Y=.r.,'.�t.�rDWQrUSE:.ONLY&`}os�.!`iu:rt;.3n,ry:'?'*_"'tL�^ei"+,'b>;i.�tFr!'ar.�Sd�y/dr�^'�°^�^!�"��,�1
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - 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
771is form may be photocopier( for use as an original _
1. 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.): l NOV 2 6 2014l
i
2. Location of Project (street address):
Rotate Lane and Longstreet Rds
City:Fort Bragg County:N
3. Directions to project (from nearest major intersection):
Zip:28310-5000
The site is approximately at the northeast corner of the intersection of Longsh'eet and Rotary Roads
4. Latitude:35° 8' 58.3" N I.ongitude:79° 0' 34.77" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
- iRenetoals urith modifications also requires SINU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started : ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®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):
❑LAMA Major ®Sedimentation/Erosion Control: 3.70 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:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: http://12ortal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of

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 project):
Applicant/Organization: Ft. Bragg Directorate of Public Works (DPW) /Chief -Environmental Division
Signing Official & Title:Mr. David Heins
b. Contact information for person listed in item 1a above:
Street Address:2175 Reilly Road. Stop "A
City:Fort Bragg State:NC Zip:28310-5000
Mailing Address (if applicable):sarne as above
City: State: Zip:
Phone: (910 ) 396-8207 Fax:
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street
City: State: Zip:
MailingAddress_(ifnpplicable):
Phone:
State:
Fax: ( )
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 &
b. Contact information for person listed in item 3a above:
Mailing Ad
City:
Phone:
4. Local jurisdiction for building permits:
Point of Contact:
State:
Fax: ( )
Phone #:
Form SWU-101 Version 06Aug2012 . Page 2 of 6

IV. PROJECT INFORMATION
1, hr the space provided below, briefly summarize how the slormwater runoff will be treated.
Stormwater runoff will be piped through a pad collection system to (2) excavated infiltration basins Some
parking lot runoff will infiltrate in the parking islands as well.
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: 3.70 acres
5. Total Coastal Wetlands Area: 0.00 awes
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 3.70 acres
Total project area shall be'calaulated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands lmrdward of the NHW (or Ml" line nraiI
be included in the total project area.
8. Project percent of impervious area: (Total. Impervious Area / Total Project Area) X 100 = 46.0 %
9. ',How, many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
_storinwater BMP..For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
�, ,.. q�. 1 t
nm.— ff' '
fBasurtInforniation�;,. �" -,,'t
s.,r
�=Drama eEAuea �+,
-vre paw y, .j
j~Draura e,Area 2,�
— : . y. �,:�a. a
EDrama e,Are9rv�
u+...ivcw
sDrama e Area�v`i
Receiving Stream Name
Tank Creek
Tank Creek
Stream Class *
C
C
Stream Index Number *
18-31-27
18-31-27
Total Drainage Area (so
53,814
57,861
On -site Drainage Area (so
53,814
57,861
Off -site Drainage Area (sf)
Proposed Impervious Area** (so
38,529
35,606
% Impervious Area** total
71.6%
61..5%
aIm _ervrous,;;:Suuface"Area„.�;,uJ
,,.Drama elArea41
?+Drama e;Ai•..ea'r2°!lDraina
e}'Ama�`�'rDia`ina
eArea:.e
On -site Buildings/Lots (so
11,325
13,756
On -site Streets (so
0
0
On -site Parking.. (so
20,104
17,630
On -site Sidewalks (so
1,218
2,169
_Other on -site (so
5,882
2,051
Future (so
0
0
Off -site (sf)
0
0
Existing BUA*** (sf)
0
0
Total (so:
38,529
35,606
* Stream Class and Index Number can be deterrnined at: http://portal.nedeimorg/zueb/wq[ps/esn/classi 'catiotus
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6

'Report only that anion itt of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union Countv: Contact DII1Q Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringew stormwater requirements as per 1 SA 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 http://12ortal.ncdem•.org/web/wq/ws/su/bmp-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 fromhttp://12ortal.ncdenr.oi-g/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://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 htty://I)ortal.ncdenr.org/web/wg/ws/su/statesw/forms dots.
-- ���
_., 1. . Original and one copy of the Stornnwater. Management Permit Application Form. I
2. ,•Original and one copy of the signed and notarized 4
Deed Restrictions &Protective Covenants �1" ,
Form. (if required as per Part VII below)
3. -Original of the applicable Supplement Form_ (s) (sealed, signed and dated) and O&M[��
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
i; http://www.envlieII2.org/pages/onestopexoress htnnl 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.)
.:.in;• !;:,: •5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor 7� the project. This is.required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location.. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Ih mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy)_ Q,IiS
8.. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: �—
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers. _
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• 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.
Form SWU-101 Version 06Aug2012 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths), as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" 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 verifi/ the SHIM prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: Al .
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC /V4-
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 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
Irttp://,Aww.secietary.state.nc.us/Corporations/CSeai-cliash
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number,.lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective.covenants form while the applicant is responsible for ensuing.
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
ct ;;; without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
_,,.i,.., i•- Applicant:, Complete this section if you wishto designate authority to another individual and/or firm (such as a -
1. 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 Engineerj. Branch Smith, PE
Consulting Firm: McKim & Creed, Inc.
Mailing Add,ress:243 N Front St.
City:Wilmington State:NC Zip:28401
Phone: (910 ) 343-1048 Fax: (910 ) 251-8282
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Infornmtion, item 2 has been filled out, complete this
section)
I, (print or hjpe naive of person listed in Contact Infornnatiou, item 2a) NA certify that I
own the property identified in this permit application, and thus give permission to (print or type nanne of person
listed in Contact Information, itenrla) NA with (print or hjpe name of organization listed in
Contact Inforniation, item la) NA 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.
Form SWU-101 Version 06Aug2012 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on then
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 assessment.of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: .Date:
1, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item ]a) David Heins
certify that the information included on thispermit 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 stormwate49&�e
esnder l5A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signatm .- - 4L Date: eOt6'1—
I
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 06Aug2012 Page 6 of 6