SW6140301_HISTORICAL FILE_20140415

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &117 N 3D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
C)Z
YYYYMMDD

_ -..
... ;., .-.
DWQUSEONLY
Date Received
Fee Paid
Permit Number
3_
7-
5os. 9-F
SLJIo140301
Applicable Rules:
(select all that apply)
❑ Coastal SW - 1995 ❑ Coastal SW - 2008 �'Ph II - Post Construction
❑ 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 forin 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.):
SOF Battalion Operations Complex --- — --
2. Location of Project (street address):
City:Fort Bragg
3. Directions to project (from nearest major intersection): ` - --
Enter off of Murchson Road (Routes 87, 210) onto Bragg Boulavard. Go south on Bragg Blvd.'2.5 miles to
Gruber Drive Turn right on Gruber Drive and go 2.2 miles to Reilly Street. Turn left on Reilly Street and go
1.5 miles to Chicken Road. Turn Right on Chicken Road and go 2.3 miles to Morganton Road. Morganton
Road will turn into D Street where the site is located.
4. Latitude:35° 04' 52" N Longitude:79° 02' 05" W of the main entrance`foltfiW fit.
IL PERMIT INFORMATION: DE AR Z41¢ U
La. Specify whether project is (check one): ®New ❑Modification `DSgNDSr0%Q17q
b.If this application is being submitted as the result of a modification to an existing permit, liisstf[iellkelk mg
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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/ Erosion Control: 33.00 ac of Disturbed Area
❑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:FB-SOP Battalion Operations Facility, ID: CUMBE-2014-091,1/9/14,
Erosion Control Letter of Approval
FormSWU-101 Version07Jun2010 1'ageIof6

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: Directorate of Public Works (DPW)
Signing Official & Title:Mr. David Heins, Environmental Division Chief (DPW)
b.Contact information for person listed in item la above:
Street Address:2175 Reilly Road Stop A
City:Fort Bragg State:NC Zip:28310-5000
Mailing Address (if applicable):2175 Reilly Road Stop A
City:Fort Bragg State: NC Zip:28310-5000
Phone: (910 ) 396-8207
Email:[e-mail]
Fax: (910 ) 907-2420
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 Address:
City: State,
Mailing Address (if applicable):
City: State,
Phone: ( ) 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: Mr. Lee Ward
Signing Official & Title:DPW / Water Management Branch
b.Contact information for person listed in item 3a above:
Mailing Address:Bldg 0-9125, McKellars Road
City:Fort Bragg State:NC Zip:28310-5000
Phone: (910 ) 908-5286
Eniail:[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ) 907-2420
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in three Bioretention basins and one Wet Pond. Grass swales and channels
will be utilized in areas around the site to convey runoff to the Bioretention basins. Pretreatment for these
basins will be by the use of grassed swales as well as a gravel and grass strip around the parking lot. A piped
system with grass swales leading to the inlets of the system will outlet into the proposed Wet Pond. The
pretreatment for the Wet Pond will be accomplished through the use of forebays.
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: 28.34 acres 5. Total Coastal Wetlands Area: 0 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+:28.34 acres
Total project area shall be calculated to exclude the following the normal p001 of im ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Meat 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 (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 57.37
9. How many drainage areas does the project have?4 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole properhj 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.
Form SWU-101 Version 07Jun2010 Page 3 of 7

&J It- Rto pc.- 15/oR- Vft-5-,fvo
,Basin Information„ '.4;; ,:.. j
Drainage Area I.,
Drainage Area 2
'Drainage Area
.Drainage Area 4
Receiving Stream Name
unnamed trib of
Stewart
Creek
unnamed trib of
Stewart
Creek
unnamed trib of
Stewart
Creek
unnamed trib of
Stewart
Creek
Stream Class
C
C
C
C
Stream Index Number *
18-21-1
18-21-1
It 8-21-1
18-21-1
Total Drainage Area (so
98,881 "--`,94,52
My °_'
92,040
649,044
On -site Drainage Area (so
98,881
94,525
392,040
649,044
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area** (so
39,640
47,480 JAC�9
' 303,613
317,552
% Impervious Area** total
40.1
50.2
77.4
48.92
'708. Z85
1m ervious",Surface Area
Drain a`e;Area 1
Draina e Area 2
"Draina e;Aiea 3
Draina e:Area 4
On -site Buildings/Lots (sf)
0
0
42,094
46,620
On -site Streets (so
38,940
21,610
0
80,966
On -site Parking (sf)
0
22,670
253,619
165,966
On -site Sidewalks (so
700
3,200
7,900
24,000
Other on -site (so
0
0
0
0
Future (sf)
0
0
0
0
Off -site (so
0
0
0
0
Existing BUA*** (sf)
1 0
0
0
1 0
Total (so:
1 39,640
47,480
303,613
1 317,552
Strean Class and Index Number can be determined at: littt7://porfal.ncdenr.or ueb/wq(ps/csu/classi icatiotis
** Lnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be reruoved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. No off -site
Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that na), be subject to more stringent stormwater 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 http://portal.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 fromhttp://portal.ncdenr.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 at http://portal.ncdenr.org/web/wq/ws/su/maw.)
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://portal.ncdenno g/web/wq/ws/su/statesw/forms does.
Init'
-—
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
F61132
Form SWU-101 Version 07Jun2010 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ht_pt ://www.envhelp.org/pages/onestopexi2ress.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 ►�/
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'/z mile of the site boundary, include the /
mile radius the map.
7. Sealed, signed
and dated calculations.
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.
I. 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.
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 far DWQ to verifij the SHWT prior
to submittal, [phone].) , !a
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
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 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.
htto:/ /www.secretary.state.nc.us/Corporations/CSearch.asi2x
Form SWU-101 Version 07Jun2010 Page 5 of 7

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.ncdennorg/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.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Derek Westfall
Consulting Firm: Engineering Design Technologies, Inc.
Mailing Address:1705 Enterprise Way
State:GA Zip:30067
Phone: (770 ) 988-0400 Fax: (770 ) 988-0300
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled ont, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item In) with (print or type name of organization listed in
Contact Information, item 1a) 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 07Jun2010 Page 6 of 7

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 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.
Date:
a Notary Public for the State of
do hereby certify that
County of
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 type name of person listed in Contact Information, item 1a) Mr. David Heins
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 stormwater rules under 15A NCAC 21-1.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
c
a Notary Public for the State of
do hereby certify that
Date: 4wel '
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 07Jun2010 Page 7 of7'

1Z,g_4wr,�-1-d -p, ll_-r�>r e Gum
Application Completeness Review
❑ First Submittal ❑ Re -submittal Date Received:3 b Date
Development/Project Name: Fo.�7- 1 of Bag
Receiving stream name GGT 7L9 eT CktEK
River Basin: C
FN
post-construction requirements, a program will be deemed compliant for the areas where it is
lementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
W,Tar-Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
nagement Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 350445 Z A/ j D oS k/ Jurisdiction $
Project Address: D gyleee1. sore Je oaci '_
Engineer name and firm: D62Ek Wo!5-1- � a�lGrir�/c DFrfc T8c�7dacoG'r r
Phone:My-9"et, 4-00 „4 -
Is the protect confirmed to be in the State MSI Stormwater Permit jurisdiction?Ga'Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets tE-ligh Density ❑ Other
k/y - -er- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
rY�BUA 5'l,3rJ Pocf� Check for $505.00 included
riginal signature (not photocopy) on application
Y Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thel)al4e. asox
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
t Copy of property deed showing ownership or control
q For subdivided projects, a signed and notarized deed restriction statement
✓/Baled, signed & dated calculations
[� Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
R BioretentiontD
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ ,Stormwater Wetland
et Detention Basin Q
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
O/Zwo sets of sealed, signed & dated layout & finish grading plans with appropriate details
fO e rrative Description of stormwater management provided
ils report, geotech information provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
t property
Is for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
mansions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
Rr�P operation and maintenaprovided
Q nc Application complete ppincVJ n complete Returned: (Date)
i
April 26, 2013 Revision, Bill Diuguid

lZig-4 wpt, 'j%' l 11--> r ue(S: u
Application Completeness Review
sv,/6/�- b3ot
❑ First Submittal ❑ Re -submittal Date Received:3 6 Date
Development/Project Name: Fo e7- B"&;e, of 0,4v
Receiving stream name ACi TD 5 �— `./wie r GXtEK
11,7241111111117
diver Basin: C e.
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 350,Y-S 2 A/ Fg 0 � o W
Project Address: D 5y2eE-ffii -Soao. PA.F Ro
Engineer name and firm: _7j0Q,Ek_ VOsIT €nIGr IrC&Aie_s
Phone 7740 9gf.,6AD Finail r/,n.L
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets fd'q-Iigh Density ❑ Other
�1/`, -a- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
e',80A 57.3E 9e
a� Check for $505.00 included
riginal signature (not photocopy) on application
o' Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
rniciT i2
Check spelling. capitalization. ounctuation: httn://wwwsecretarv_Grate nr. nc/rnrnnrntinnc/thPnanP
Za �Y
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
i Copy of property deed showing ownership or control
o for subdivided projects, a signed and notarized deed restriction statement
&fSealed, signed & dated calculations
2( Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
al"BBioretention0
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
C
�wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
�rrative Description of stormwater management provided
ils report, geotech information provided
o/Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
nt property
Is
for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
mensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
P operation and maintenanc��%f
ovided
Application complete pcomplete Returned: (Date)
k
❑ Rooftop Runoff Management
❑ Sand Filter
❑ $tormwater Wetland
P'Wet Detention Basin Q
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
7
April 26, 2013 Revision, Bill Diuguid

Diuguid, Bill
From:
Diuguid, Bill
Sent:
Tuesday, March 25, 2014 10:02 AM
To:
'Derek Westfall'
Subject:
RE: Battalion Operations Complex at Fort Bragg
Derek:
The wet detention basin design is wrong, sheet CG101. You have your inlets going into the permanent pool area,
thereby short-circuiting the wet detention basin. Probably should be reversed, maybe rework your inlets. Not sure I can
understand the outlet structure, so I need detail sheet C509. See Chapter 10 of our online BMP design manual. I also
need a detailed sheet on the wet detention basin.
The Bio-retention basins need pre-treatment, either grass, rock or gravel, forebays maybe, level spreaders, something to
establish sheet flow into the bio-retention basins. See Chapter 12, page 12-11 on Pre -Treatment.
Finally, drainage access easements need to be drawn around each bmp and then back to the street.
I realize that this is military, so the O&M and plats may not be recorded, but the easements need to be on the approved
plans.
Bill 3 At5-�t �f r
1 /Aq�
From: Derek Westfall [mailto:Derek.Westfall@edtinc net]
Sent: Monday, March 24, 2014 4:46 PM
To: Diuguid, Bill
Subject: Battalion Operations Complex at Fort Bragg
HIE
T»7A/1-6-;D a
6%wd vy-o, , t",/ D5
I just wanted to touch base and see if you had any comments or needed anything else on the Battalion Operations
Complex storm water permit. Any update I could pass along to my client would be greatly appreciated.
Thanks for your help!
Derek Westfall, P.E.
Engineering Manager
Engineering Design Technologies, Inc.
17p5 Enterprise Way I Suite 200
Marietta, GA 30067
Office: 770.988.0400 x 1102 1 Fax: [phone]
derek.westfall aa)edtine.net
A
CELEBVLkTLNC
'0 WARS Or E\CELli
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SEASONAL HIGH WATER TABLE DETERMINATION
AND INFILTRATION TESTING
SOF B4F Project Site
Fort Bragg, North Carolina
Catena Job # 7561
Prepared For:
Craig Mintz
Freehling & Robertson, Inc.
327 E. Jenkins Street
Fayetteville, NC 28306
Prepared By:
L'.The
s' r7Catena
t
•
410-B Millstone Drive
Hillsborough, NC 27278
Tel [phone]
November 8, 2013
G
John C. Rob

INTRODUCTION
Freehling & Robertson, Inc. (F&R) are investigating the possibility of installing stormwater best
management practices (BMP) within the Special Operations Forces Battalion Operations Facility
(SOF BOF) project site located on the east sided of Ammo Road on Fort Bragg, North Carolina.
The proposed BMPs will collect and infiltrate runoff from adjacent impervious surfaces. As part
of the application process, a soils investigation detailing soil type, depth to seasonal high water
table (SHWT), and saturated hydraulic conductivity (KsAT) is required. The Catena Group, Inc
(Catena) has been retained to perform the soils investigation. '
INVESTIGATION METHODOLOGY
Prior to the field investigation, a review of the Cumberland County Soil Survey of the noted four
possible soil series located within the project site (Figure 1). Information for the four.mapped
soil series is listed in Table 1.
Table 1. Soil Series, Map Unit Symbol, and Taxonomic Classification
Map Unit Symbol Soil Series Taxonomic Class
FaB Faceville Clayey, kaolinitic, thermic Typic Paleudults
NoA Norfolk Fine -loamy, siliceous, thermic Typic Paleudults
Val Vaucluse Fine -loamy, siliceous, thermic Arenic Paleudults
WaB Wagram Loamy, siliceous, thermic Arenic Paleudults
The field investigation was performed on November 1, 2013. One soil boring was advanced at
each predetermined location with a hand -turned auger (Figure 1). Soil borings were terminated
at 84 inches (7 feet) below the existing soil surface or when evidence of the SHWT was
encountered. Observations of the landscape (slope, drainage patterns, past use, etc.) as well as
soil properties (depth, texture, structure, seasonal wetness, restrictive horizons, etc.) were
recorded. Soil color was determined with a Munsell Soil Color Chart and auger borings located
with a hand-held GPS Unit.
The rate of water entry into a soil is referred to as the infiltration rate. The infiltration rate
decreases with time mainly due to an increase in the soil water content and a decrease in the
hydraulic gradient. As infiltration continues, the rate of water entry into the soil reaches a
constant value (steady state condition) that is considered to be the KsAT value of the soil. The
KsAT was measured in the field and used to characterize the infiltration rate for the proposed
BMP. KSAT [measurements were performed at the location within the proposed BMP using a
compact constant -head permeameter (Amoozemeter). An Amoozemeter was used in the place of
a double ring infiltrometer because of the need to conduct the test below current grade.
RESULTS
Soil Type and Depth to Seasonal High Water Table
A soil series determination was made by comparing the soil boring descriptions to the NRCS
Official Series Description (OSD) and the results listed in Table 2. Borings B 1, B4, and B5 are
located on a summit landform position and appeared natural with minimal past disturbance.
SOF BOF-SI'IWT and Infiltration Testing November 8, 2013
Catena Job #7561

Evidence of a SHWT was not observed within 84 inches of the existing soil surface at borings
BI, B4, and B5. Borings B2 and B3 were located within a natural drainageway running along
the southern portion of the project site. Boring 2 exhibited evidence of a SHWT at 40 inches
below the existing soil surface and an apparent water table was measured at 50 inches. Boring 3
is located along a gradual sideslope between two embankments utilized for a railroad and
vehicular road. Approximately 25 inches of overburden material was noted. No evidence of a
SHWT was observed at boring B3 within 84 inches of the existing soil surface. Full soil profile
descriptions are attached.
Table 2. Soil Series Determination and Depth to SHW'r
Soil Boring #
Soil Series Determination
SHWT Determination
(inches below pavement surface)
Bl
Wagram
>84
B2
Vaucluse
40'
B3
Vaucluse
>84
B4
Faceville
>84
B5
Faceville
>84
Infiltration Rate
One KSAt test was performed at each soil boring. The test was completed approximately 24
inches (2 feet) above the estimated SHWT or from where the boring was terminated. The KSAT
values for measurements taken at borings B l and 133-135 are within the expected range for the
corresponding soil textures and are listed in Table 3. The KSA i value recorded at boring B2 is
slightly lower than expected for a sandy loam textured horizon and likely reflects weak soil
structure. It should be noted that KSAT measurements only represent the infiltration rate within
the tested soil horizon and cannot be applied to other soil horizons with differing, soil properties
(texture, structure, consistence, etc.).
Table 3. Results of Saturated Hvdraulic Conductivitv Tests
Test
Location
Test Depth
(in)
Torture
Measured KSAT(in/hr)
Bl
61
clay loam
0.058
B2
16
sandyloam
0.107
B3
61
sandy clay loam
0.213
B4
58
clay loam
0.192
B5
58.5
clay loam
0.268
CONCLUSIONS
The findings presented herein represent Catena's professional opinion based on our site and soils
evaluation. The depth the SHWT ranged from 40 to >84 inches below the existing soil surface.
KsAT measurements were generally within the expected range for textured soil horizons. This
report is provided to assist in the application for an infiltration basin by providing the soil
information. The Division of Energy, Mining, and Land Resources must issue the final permit.
Any concurrence with the findings in this report would be made at that time. .
SOF BOI'-SHWT and Infiltration Testing November 8, 2013
Calena Job #7561 .

0
*9

The Catena Group, Inc,
410-B Millstone Drivei
'Hillsborough,.NC 27278
919.732.1300
SOILEVALUATIONTORM
CatenaJob:
County:
Date: . 11 - I
Sheet-.; / of
Ti11"
- q 9 "IConsistence/
Structure(
Texture,
Coistencel
Mineralogy
Matrix
Color
mottle colors
(Quantity, Size, Contrast, Color)
&I S�'
�FAI 001, lip
107kYj
8f1
7,S-Yt 5161!
1) m
'r S' IV,
z 40 5 Yk
�61
'7 7,
1, cq Sk / ed
FZ
iNg 34
C' Z' s: --4 VP -r/4 i c 2 P 4) lVA
Rt
64
",(o,5 6V / C/
F
Z, E (QyK �2,;Ye sS
/Jo
B7--
Al
Inv
VfR /,*5,9p
144 Y/z I
A,
Iz
P
r%/5
641
36
1,((( 1,1�A)P
joy R YJ
P P- Sp
5563
0
/0 Ye 64 7-; f to
H w IT
qO
50
.rr
.7;5'
ZI
I)r."O'est-
I'F 1AfVP1&fg*z';
C L
/S. 5P
/0,/P,
FK If,IP
/W041
5owr
Evaluated bv: 13 C, fe
I

The Catena,droup, Inc,
410-B Millstone Drive
Hillsborough, NC 27278
-1 7 919.32k6
1, 1 1, � —
SOIL EVALUATION FORM
CatenaJob: 75.761
County,:,C,-4,r,/../
I -
Date: 1/-/- 43
Sheet: Z of
a ;z
Structure
Texture
Cdnsist6tyie
Mineralogy
'Matrix
Color
mottle colors,
(Quantity' Size, Contrast; color)
S'�t
(j -CZ
vPK A)5,A$P
Y/3
1,
ry
f "to
75W
FZS, 5?
S-106
7Z
—J4C&
F1 P
7,
3; f- 5,vf—
&C
8W
J)A0j r64/,f4'
F 9
51K-56.
'�,VP 7,3'YG2 il-4
f/rL
1"Cfl lvSp
/0 Ye )/,z,
6
Z3
0114
F9 Vnr, AP
2-5-Y
U I
mi s4k CL
V'z Z S/ 5p
73-0
(C-p
/a YR
_ejz
40o 5
Evaluated by: look
9

SATURATED HYDRAULIC CONDUCTIVITY STUDY
COF BOF Fort Bragg
.Date:_
11/1/2013
.Weather 6ruftilon.
Cloudy
Location"
B2
Tempenduelf
'80'
Number.
4
Horizon:
661
cm' lin
Depth(nches):,
61.0. SETUP.
Target Water Level:
'15.2 6A
Hole Depth: 154.9
.61.0.
Reference: + 10.2!
4.0
Head: - 15.2
6.0
CHTTube(s),setting: _ '149.9
'59.0.
-Valve Setting:' .C=i3. -41
1-ON . 2-ON
Coversion Factor(C.F.):, 20.0
Beginning Water Level: 17.8'. 7.0
Ending Water Level: 49[1 7.5
Hole diameter (d)i 5.0 cm
Hole radius (r): 2.5 cm
:coefficient A: '0000612
NOTE: Readings based: on Ending Water Level
Water
Reading
Change in
Water Level
'Chamber
CT
Clock
Time (mint)
Elapsed Time;
(min) (m).
9:
-(cmWir)
K
(cm/hr)
. K
_.. (in/hr) .
5660. .
375
0.4
20.0
60.0
4.00
0.067
120.0'
0.0974
00383
37+2
0.3
. 206
6210 -
2.00:
0.033
180.0
0.1461
0 0575
369
'0.3
200
r[640g
:2.00
0,033
180.0
0,1461.
0+0575'
0.$
200
`�6Ag� �
2.W
0.033.
180A.
0; 146L
0.0574
'2.00
36!3
0.3
200
-n86}Vi
0.033'.
180.0.
0,1461'
0.0575
Final Kat
0.146
0.058
SATURATED HYDRAULIC CONDUCTIVITY.STUDY
COF BOF Fort Bragg
Date:' 11/1/2013 Weather Contlllion: Cloudy
Location: B2 Temperature(F): �60;
Number 2
Horizon:, A/E cm' in
Dept(nches): 16,0 SETUP Target Water Level: '15.2' 6.0
cm' in
Hole, Depth:, 40.6.
Reference: 1 10.2
4.0
Head' -. 15:2
60
CHTTube(s) setting:, _ 35.6.
14.0
Valve Setting: -
-�1-01N!
2-ON
Coversion' Factor (C.F.): 20.0
Beginning Water Level: '12.7'' 5.0
Ending Water Level: 15:2' 6.0,
Hole diameter (d): 5.0 'cm
Hole radius(r): 2.5, cm.
coefficient A: 0.001136
NOTE: Readings based on Ending Water Level
Water Changein -Chamber Clock Elapsed Time
K
0.4
20.0
0,017
480.0
0.5454
0.2147:
5.0
20018.50+
0308'
324.3'
03685
0.1451
DA
200
a1.00
2M
0.033'
360.0.
0.4090
� 0.1610
6.4
20.0
.2.00
0.033'
240:0
0:2727
. 0.1074
0.4
20.0`2.00
0033
240.0
02727
0.1074;
0.4
20.0:2.00
0.03W
240.0
0:2727
0:1074

SATURATED HYDRAULIC CONDUCTIVITY STUDY
COF BOF Fort Bragg
.Date:,
11/1/2013
,Weather Con601on.
Cloudy
Location':'
'B3
Temperature(l
'60:
'Number.
3
Horizon:
81102:
De th(nches):,
610 SETUP
Tar el Water Level:
20
cm
m
Hole. Depth: 154.9
.61.0.
Reference: + 11.4.
4.5
..Head: - 20.3�
8.0
CHTTube(s),setling:' _' 146.1
57.5:
-Valve Setting:
1-ON 2-0N
Coversion Factor (C.F.):: 20 0
Beginnmg Water level. 17B 7.0
Ending Water. Level' 47A 7.0,
Hole diameter Id): 5.00: 'cm
Hoe radius (r): !2.50 :cm
;ccefficient 4: 0.000901
NOTE: Readings based. on Ending Water Level
Water
Reading
,Change.in
Water Level
'Chamber
..CF
Clock
Time (min)
Elapsed Time,
(min) (nr)
0i
'(cm3Hr)(6rrdhr)
K
K.
.. (m1hr)'.
c7` 39.5
12i0
39 }'
„-.
0.5
200
'r 13:0'
too
0.017,
600.0'.
0:5409
0.2129
`
0.5
20.0
'' 14;0
1.00
0,017'
600.01
0.5409
0.2129
31-
0.5
200
15.0
1A0
0017
600.0
05409
02129. '
. 375 .,
0.5
200
16:0
1.00
0;017
600.0-
05409
02129
i
r<
05
20 0
k1x to
1.00
0 D17'
600.0:
0.5409
0 2129,
1e # ..
+,'365(u`
0.5
200
_v
n,'118'.0
1.00
MIT
800.0
0.5409�
_..
0.2129
's 36r 4'
0.5
200
`'� 5,Ly190.
't00
0.017
BOOR'
0,5409
0.2729
0.5
20020:0,
1.00
0.017
600.0
0.5409
0:2129
Final Ksat
0.541
0:213
SATURATED HYDRAULIC CONDUCTIVITY. STUDY
COF BOF Fort Bragg
Dater- 11/112013 ,Weather Condition: Cloudy
Location: B4 Ternperelure(F)i 60,
Number. 4
Horizon:; Bt3 cm- in
DeptA(nches): 58.0 SETUP Target Water Level' 20.38.0
Hole pepth:l
147.3
.58.0
.Reference:.
+. 12:7'
5.0
Head.
- 20.3
80
CHT Tube(s)-setting::
= 139:7
.55.0
Valve
1-ON 2-ON y
Coversion'Factor(C.F.): 20.0
Beginning Water Level: 2031 8.0'
Ending Water Level: 19:1 7.5'
Hole diameter:(d): . 5.0 "cm
Hole radius (r): 2.5, cm
coefficientA: 0 000912'
NOTE: Readings based on Ending Water Level
Water
Reading
Change in
Water Level
Chamber
C.F.
- Clock
Time (min)
Elapsed Time
(min) (hr)
0:
(cm3?ir)
K
(cm/hr)
K
(inthr)
ro.(. -22'3
8
0:5
20.0
`1.00
0.01T
600.0
04970
619177;.
0.5
20.0
.1.00
0.017'
6000
04876
01917;
20:8
0.5
20.0
'1.00
0..017
600:0
04870
0.1917.
'20 1
0.7:
20.0
n22�.O2
1.00
0.017`
840.0'
0:6818
0 269419.5
0.6
200
' 1'.00
0.017 '
no:g
osg44
o:zaol
19
0.5
20.0
'1.00
0.017
600.0
0.4870
0.1917�
i8$
.0.5
200
"1.00
0017
60010
0,4870
0.1917.
18
0.5
20 0
1.00
0.017
80010
0:4870
0:1917
Final Ksat
OA87
-0.192

I
SATURATED HYDRAULIC CONDUCTIVITY STUDY
. COF BOF Fort Brag
I
,Date:
11/1112.013
,Weather CO3ohlon
Clducly
Location.'
`Bs
Ternporaturi (F):
60'
Number.
5
Horizon:
Bt1iBt2.
cm
Delth(ihclies).,
SRS
,SETUP
Target Water Level:
2 0 -.3
B.R
cin
in
Beginning Water Level:
203
8.0
lide Depth:
148.6 :58:5
Ending Water Level;
i9A
1 7 . .5
Reference;
11.4
45
,Head:
20.3�
8.0
CHIT Tube(s)lsetfingr
139.7
56.0
Hole diameter (d):
5.0
din
i
y
-Valve Setting2'
1-ON 2-
PN
Coversion Factor ICY)::, 20,0
.Change in
Heie radius'(r): 25 cm
coefficiint A: 0.000812
NOTE: Readings based:on Ending Water Level
K K
0.9
200
0G, a
AM
0.017'
1080.0
08767
0.3451
0.7
20.0
0.0d
1.00
0.017
840.0
0.6818
0.26B4
0.7
20.0
afar"
Im
0.017
B40.0
0.6818
0.2684
0.8
20.0
32.0
1,00
0.017
960.0
07792
0.3068r
-
1.0 1
20��6
33. 0,
I - .D 1 0
0.017 . 1
12 . 00D
1 0,9741
0.3835
0.7,
20.6
34.0
1.00
0.017
840.0
0:6818
0.2684
0.7
20.0
3 0,,
1100
0,017
840.0
06818
0.2684
0.7
20.0
1 3 1
1.00
0017
840.0
0.6818
0.2684
lFinal Ksat
0.682
0.269

E ENGINEERING DESIGN TECHNOLOGIES, INC.
1705 ENTERPRISE WAY, SUITE 200, MARIETTA, GEORGIA 30067
D T PHONE [phone] OR 877/728-1724 (TOLL FREE) 6 FAx [phone]
LETTER OF TRANSMITTAL
Name:
Bill Diuguid
Date:
3/10/14
Company:
NCDENR
Project Name:
Fort Bragg SOF Battalion
Address:
Division of Energy, Mineral and Land
Project #:
12E-01-13000
Address:
1612 Mail Service Center
Project #:
Stormwater Permit SW6130701
City, State, & Zip:
Raleigh, NC 27699-1612
Contract #:
Phone Number:
919-807-6369
We transmit Via:
❑
Herewith
❑
Under separate cover
❑
U.S. Mail
®
Overnight Service (specify) Fed Ex
❑
Hand Delivery
❑
Courier (specify) Apple
The following:
❑
shop drawings
❑
samples ❑ drawings ❑ specifications ❑ diskette/file
❑
correspondence
❑
submittals ❑ RF1's ® other
Copies Date . fF -'Description ',...
2 3/10/2014 Stormwater Permit Set - full size
t.`
Transmitted as indicated:
❑ for approval ❑ as requested ® for review/comments
❑ for distribution ❑ for your use ❑ for file ❑ on loan (please return)
Comments';. ,
L. i
MAR 1 1 Z014
DENR- WATZR QUALITY
WETLANDS AND STORIAMATER BRANct+
Sent By: Derek Westfall, P. E.
Date: 3/ 10/ 14
Q:\2013\13E-01-06200 SOF Battalion OPS Complex PN69287\PF1. Correspondence\h.

E ENGINEERING DESIGN TECHNOLOGIES, INC.
1705 ENTERPRISE WAY, SUITE 200, MARIETPA, GEORGIA 30067
D T PHONE [phone] OR 877/728-1724 (TOLL Feet) 6 FAx [phone]
LETTER OF TRANSMITTAL
Name:
Bill Diuguid
Date:
3/5/14
Company:
NCDENR
Project Name:
Fort Bragg SOF Battalion
Address:
Division of Energy, Mineral and Land
Project #:
12E-01-13000
Address:
1612 Mail Service Center
Project #:
Stormwater Permit SW6130701
City, State, & Zip: Raleigh, NC 27699-1612
Contract #:
Phone Number:
919-807-6369
We transmit Via:
❑
Herewith
❑
Under separate cover
❑
U.S. Mail
®
Overnight Service (specify) Fed Ex
❑
Hand Delivery
❑
Courier (specify) Annle
The following:
❑
shop drawings
❑
samples ❑ drawings ❑ specifications ❑ diskette/file
❑
correspondence
❑
submittals ❑ RFFs ® other
Copies
Date
Description
1
3/5/2014
Supplement forms
I
3/5/2014
Calculations
1
3/5/2014
Plans
1
3/5/2014
Permit Application Form
l
3/5/2014
Permit Application Processing Fee
1
3/5/2014
Stormwater Narrative
1
1
3/5/2014
3/5/2014
Site Location Map
Soils Report
Transmitted as indicated:
❑ for approval ❑ as requested
❑ for distribution ❑ for your use
® for review/comments
❑ for file ❑ on loan (please return)
Comments
QRkl?-
MAP 2014
DE-Oi - °,' hA :...JALITY
WETLANDS AND STORM'N ATER BRANCH
Sent By: Derek Westfall, P. E.
Date: 3/5/14
Q:\2013\13E-01-06200 SOF Battalion OPS Complex PN69287\PF1. Correspondence\h.

9Z,✓4wvk t '7j%' ll1-,>rtA Gum
51nlCP / 9_p�7
Application Completeness Review
❑ First Submittal ❑ Re -submittal Date Received: 3 6 y Date Reviewed: 3 �194/By Bill
Development/Project Name: FO.e7- B,�e�! o� 047'6-J16"A) 0 6 F
Receiving stream name GGT ?D -5 —,rc%iar i r &e rk Classification: C
River Basin: Ch ?F-
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw
Latitude and Longitude: 350*S 2
Project Address: D S`yr2ee�,=
Engineer name and firm: Z>,CRjtk
Phone:7�70
or Six Mile Creek Water Sheds):
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? lames or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets Pllligh Density ❑ Other
-a- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
"A 5%3i °Je
U Check for $505.00 included
,,Original signature (not photocopy) on application
ca' Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
n7A(-;-r.#&v
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ Copy of property deed showing ownership or control
o For subdivided projects, a signed and notarized deed restriction statement
:V ealed, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
R"'&oretention-
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Ri a ' B ff
❑ Rooftop Runoff Management
❑ Sand Filter
❑ $tormwater Wetland
V'vVet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
0 p ran u er
P, nnZ wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
C B Narrative Description of stormwater management provided
ils report, geotech information provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
t property
Is for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
mensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
� P operation and maintenanc provided
Application complete ppli�cVin complete Returned: (Date)
i
April 26, 2013 Revision, Bill Diuguid