SW6100803_HISTORICAL FILE_20101207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
%207
YYYYMMDD

I � �
FORT BRAGG- MPMGR WETPOND DENR-FRO
Project: 1010123 DEC 01 2010
Review Comments - Cycle I �p�
September 9, 2010 DWQ
Response to Request for Additional Information
On the Operation and Maintenance Agreement there appears to be
inconsistencies related to the sediment removal elevations compared to the
supplemental form. Please revise these elevations. Per our conversation, the
elevation for sediment removal has been revised to reflect the one foot of
storage required at elevation 309.
2. The basin discharge must be evenly distributed across a minimum 30' long
vegetated filter strip unless the basin is designed to remove 90% TSS. Basins
calculations have been adjusted and the basin is now designed to remove 90%
TSS.
3. The total project area must be shown on the plan sheets. This must include a
site layout with all built upon area (BUA) identified. See sheet C-1.5 for this
information.
4. Please provide a drainage area map that delineates the proposed drainage area
for the BMP. See sheet C-1.5 for this information.
5. The Wetpond Section on CG 145 has the outlet riser labeled at 316.30. Please
revise the riser detail elevation to be at 316.30 and consistent with the
emergency spillway which is also at 316.30. See sheet C-1.3 for the revised
detail.
6. The wet detention basin side slopes must be 3:1(H:V) or lower. The side slopes
of the detention basin are 3:1.
7. A geotechnical/soil report is required for our review. At minimum, a soil boring
within the footprint of the proposed BMP is needed and the report should
contain an estimated seasonal high water table (SHWT) elevation and soil
permeability rate. Please include the SHWT value on the Wet Detention
Supplement Form. Per our conversation, we are in the process of acquiring this
information and will forward to you when received. However, we have included
for reference some boring log sheets. If these sheets are sufficient, please let me
know. Otherwise, we will continue to pursue a new boring and will provide it to
you when we receive it.

8. Please show a proposed drainage easement around the BMP to provide for
access for maintenance and emergencies. Not required due to no public access
(Military Property).
9. Please include a construction sequence on the plans that show how the wet
detention basin will be protected from sediment until the entire drainage area is
stabilized. If the basin is used for sediment and erosion control during
construction, clean out of the basin needs to be specified on the plans prior to
use of the wet detention basin. See sheet C-I.I for construction sequence.

:r
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Matthew G. Ro;-:r, P.E.
LandDesig*n, Inc.
223 North Graham Silt -et
Charlotte, NC 28202
Dear Mr. Roper:
Division of Water Quality
Colleen H. Sullins Dee Freeman
Director Secretary
August 25, 2010 ®E.-FRO
DEC 0 7 2010
DWO
Subject: Request for Additional Information
Mult-Purpose Machine Gun Range
Hoke County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on August 20, 2010. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
On the Operation and Maintenance Agreement there.appears to be inconsistencies related to
the sediment removal elevations compared to the supplement form. Please revise these
elevations.
2. The basin discharge must be evenly distributed across a minimum 30' long vegetated filter
strip unless: the basin is designed to remove 90% TSS. Please revise the plans, calculations,
and forms to include a minimum 30' vegetated filter strip, or design the basin for 90% TSS.
3. The total project area must be shown on the plan sheets. This must include a site layout with
all built upon area (BUA) identified and dimensioned.
4. Please provide a drainage area map that delineates the proposed drainage area for the BMP.
5. The Wetpond Section on CG 145 has the outlet riser labeled at 316.30. Please revise the riser
detail elevation to be at 316.30 and consistent with the emergency spillway which is also at
316.30.
6. The wet detention basin side slopes must be 3:1 (H:V) or lower.
7. A geotechnical/soil report is required for our review. At minimum, a soil boring within the footprint of
the proposed BMP is needed and the report should contain an estimated seasonal high water table
(SHWT) elevation and soil permeability rate. Please include the SHWT value on the Wet Detention
Supplement Form.
8. Please show a proposed drainage- easement around the BMP to provide for access for
maintenance and emergencies.
9. Please include a construction sequence on the plans that show how the wet detention basin will
be protected from sediment until the entire drainage area is stabilized. If the basin is used for
sediment and erosion control during construction, clean out of the basin needs to be specified
on the plans prior to use of the wet detention basin.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] \ Customer Service: 1-877623-6748
Internet: www.nmaterquality.org
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
;Vaturally

Mr. Matthew G. Roper, PF.
SW- Mult-Purpose Machine Gun Range
August 25, 2010
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 10, 2010, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the infonmation, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the
date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
If you nave any questions concerning this matter please feel free to call me at (919) 807=6368
Sincerely,
z
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DWQ Central Files
Stonmwater Permitting Unit Files

Application Completeness Review
❑ First Submittal E"Re-submittal Date Received: 2 eo Date Reviewed: 2�
Development/Project Name: _MPM 66 khA/c rt Fog rt46
Receiving stream name c cr sH C zK classification:..
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, HQW, 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 Mil Creek Vyater Sheds): i✓/�+
Latitude and Longitude:_75 CC2 ) 5 f/ %'/2 %'il/ Jurisdiction 0T47:b6
Project Address: _ Pi V+r-hW9_S S. of X"N
Engineer name and firm. _MqfT#a;V fLc"'lix LhN'b) S'c w. i.Ye-.
❑ Low Density (no curb and gutter) ❑ Low Density.with curb and gutter outlets 1!:I'High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
M- BUA X.
V Check for $505.00 included
rY Original signature (not photocopy) on application
ml� Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization punctuation: littp://www.secretary.state.ne.us/corporations/thepage.aspx
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.
❑ For subdivided projects, a signed and notarized deed restriction statement
[>Y Sealed, signed & dated calculations
ra Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ 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
MJ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
e( Two sets of sealed, signed & dated.layout & finish grading plans with appropriate details
GO Narrative Description of stormwater management provided
❑� Soils report provided
V Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
❑ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter,
®' Dimensions & slopes provided
0 Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
d Inspection and maintenance agreements provided
❑ Application complete ErApplication Incomplete Returned: (Date)
Comments -
T t o.✓ —
PA
S
February 9, 2009 Revision
)�(-k*" 4t>p,

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density' prof ects
i
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85%average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal,higli-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;, .
❑ Deed restrictions, protective covenants, andlor other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Regu ements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, -.4-hour storm.
❑ Meet desi!Tn or stormwater management measures set forth in 15A NCAC 2H .1008.
High Dens ity'`rojects that require a 4011404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
February 9, 2009 Revision

SEASONAL HIGH WATER TABLE DETERMINATION
Multi -Purpose Machine Gun (MPMG) Range
FY 10, LI 68759
Fort Bragg, North Carolina
By
Soils Section
Geotechnical & HTRW Branch
U.S. Army Engineer District, Savannah
October 2010

SEASONAL HIGH WATER TABLE DETERMINATION
Multi -Purpose Machine Gun Range
FY 10, LI 68759
Fort Bragg, North Carolina
1. PURPOSE. This report has been prepared to provide information for the design of a proposed
wet detention basin at the Multi -Purpose Machine Gun (MPMG) Range project at Fort Bragg,
North Carolina. The purpose of this report is to provide subsurface soil data within the footprint of'
the wet pond and to determine the seasonal high water table elevation for the pond design. The
proposed location of the pond was provided by e-mail from the AE firm, LandDesign of Charlotte,
North Carolina.
2. EXPLORATION PROCEDURES.
a. Soil Survey Research. Prior to the field investigation, the U.S. Department of
Agriculture (USDA) Web Soil Survey was used to access the Hoke County Soil Survey to obtain
an overview of possible soil series located in the project area. The project site is surrounded by
the four mapped soil series listed below.
Map Unit Symbol
Soil Series
BaD
Blaney loamy sand
BrB
Bragg sandy loam
CaB
Candorsand
LaB
Lakeland sand
b. Field Exploration
(1) Subsurface conditions at the location of the wet pond were explored by a soil test
boring drilled to.a depth of 20 feet. The boring was performed within the footprint of the proposed
pond at the location shown on the attached plan.
(2) The boring location was established in the field by an engineer using a hand held
Global Positioning System (GPS) device having an accuracy oft10 feet. The ground surface
elevation at the boring location was determined by interpolation from the site topography survey.
Since the measurement was not precise, the location shown on the boring layout plan and the
elevations on the drilling logs should be considered approximate.
(3) The boring was drilled by Frochling & Robertson, Inc. of Raleigh, North Carolina
under contract to the Savannah District. The boring was drilled with an ATV CME 550 drill rig;
a 2 1/4-inch I.D. hollow stem auger was used to advance the boreholes. Split -barrel sampling
with Standard Penetration Testing (SPT) was performed at intervals shown on the boring logs.
All soil sampling and Standard Penetration Testing were in substantial accordance with ASTM D
1586.

Seasonal ti igh Water Table Determination
MPMG Range, Fort Bragg, NC, LI 68759, FY 10
October 2010
(4) Representative portions of the soil samples obtained from the borings were sealed
in airtight containers and transported to the Savannah District office where they were examined
by a geotechnical engineer. Classification of the soil samples was performed in general
accordance with ASTM D 2488 (Visual -Manual Procedure for Description of Soils). The soil
classifications include the use of the Unified Soil Classification System described in ASTM D
2487 (Classification of Soils for Engineering Purposes). Since the soil descriptions and
classifications are based on visual examination, they should be considered approximate.
(5) A log of the soil boring graphically depicting soil descriptions, standard penetration
resistances, and groundwater levels are attached to this report.
3. INVESTIGATION RESULTS.
a. Site Description. The proposed site for the wet pond at the MPMG Range is adjacent
to the existing small arms range, 66a. This portion of the site contains brush and small pine trees
and slopes to the nearby drainage ditch.
b. Subsurface Soil Conditions.. The soil boring log for the wet pond boring correlates
closely with the typical soil profile for the Candor sand group in Hoke County, North Carolina.
Below the top few inches of organic topsoil, sands extend -to a depth of 2.0 feet below ground
surface (bgs). Loose loamy sands extend'to.a depth of 3.5. feet bgs. From 3.5 to 6.5 feet bgs is a
zone of loose sand. A sandy clay loam extends to a depth of 13.5 feet bgs. This subsurface
description is of a generalized nature to highlight the major subsurface stratification features and
material characteristics. The boring log should be reviewed for specific information at the
boring location. The stratifications shown.on the boring log.represent the conditions only at the
actual boring location. The stratification lines shown on the boring log represent approximate
boundaries between the subsurface materials; the actual transitions are typically more gradual.
c. Seasonal High Water Table. Water levels were measured in the hollow stem auger
during drilling and in a temporary PVC well screen installed at termination of drilling.
Groundwater was encountered at a depth of 7.5 feet bgs after drilling. This is approximately
elevation 308.0 mean sea level. Based on the soil boring, it is likely the groundwater level is
potentially influenced by the less permeable sandy clay loam at 9.0 feet bgs. It should be noted
that groundwater conditions, including perched water, vary during periods of prolonged drought and
excessive rainfall as well as seasonally. Therefore, fluctuations in the elevation of the groundwater
and the occurrence of perched water conditions should be anticipated with changing climatic and
rainfall conditions. Based on the USDA Soil Survey data, the actual soils encountered, the
current groundwater level, and our experience at nearby projects at Fort Bragg, the seasonal high
water table was determined to be 5.5 feet bgs or elevation 310.0 msl.

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AREA "B" GRADING AND STORM DRAINAGE PLAN 1 a
SEDIMENT AND EROSION CONTROL SHALL BE STRICTLY ENFORCED C RREC EDB�1 cc,os

SINCE
BORING LOG (p FROEHLING & ROBERTSON, INC.
I Ot ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
Report No.: 66L-0454-0006 , aa, " Date: OCtoher 2010
client U.S. Army Corps of Engineers
Project: MPMG Range (PN 68759, FY-10), Ft. Bragg, North Carolina
Boring No.: 11-1 (1 of I)i
Totl
Depth
20.0'
Elev: 315.5 rnsl (est. )
Location:
TypeofBoring: 2.25" ID HSA
I Started: 10/15/10 Completed: 10/15/10
Driller: D. Tignor
Elevation
Depth
tfmt)
DESCRIPTION OF MATERIALS
(Classification)
* Sample
Blows
Sample
Deepth
N Value
(blows/ It
REMARKS
•
.'
SURFICIAL ORGANIC SOILS
1-1-2ITT
1 5
3
GROUNDWATER DATA:
0 Hrs.: 19.5' inside HSA
0 Hrs.: 7.5' inside PVC
NATIVE SOILS: Very loose, moist, brown, fine
SAND (SP).
.
2.0
2 0
7
Loose, moist, tart -orange -gray, silty fine SAND (SM).
2-34
3.5
3.5
8 .
Loose, rnoist, white -tan, fine to coarse SAND (SW).
344
5.0
6.5
•.
6 5
7
Loose, saturated, black, silty fine to coarse SAND
4-2-5
8.0
9:0
10.0
Very loose, wet, orange -gray, clayey silty fine SAND
(SM).
13.5
13.5
48
'
Dense, wet, orange -gray, clayey fine to coarse SAND
(SC).
6-21-27
15.0
18.5
I8.5
50/5.5"
Very hard, moist, gray, clayey SILT (ML-MH).
9-37-50/5.5'
20.0
20.0
Boring Terminated at 20.0 feet.
,.-1.".111 a,w,,cN"ucu �[ a tYu at amonrua; uauiwer ur"pping ou tounve: v. u., I.�n ru. spur -spoon sampier in suecessrve o increments.
The sum of the second and third increments of penetration is termed the Standard Penetration Test value, "N".

Page I of 1
LandDeaSlm_ urban design planning civil engineering branding) landscape architecture
TRANSMITTAL vv
223 North Graham Street, Charlotte, NC 28202
V: 704.333.0325 F: 704.332.3246
DATE:
9/9/2010
PROJECT NAME:
1010123 MPMG RANGE AT FORT BRAGG
TO:
Brian Lowther ([e-mail])
FROM: Mall Roper
[e-mail]
CC:
WE ARE SENDING: Additional Information for Multi -Purpose Machine Gun Range
VIA: Overnight
PURPOSE: Foryouruse
NOTES
Brian,
PROJECT #: 1010123
Included are the following in response to your letter dated August 25, 2010 regarding the Multi -Purpose Machine Gun Range
in Hoke County, NC.
1 - Comment/Response Letter
1 - New Supplement Form
2 - O&M Agreement Forms
2 - Sets of Plans
2 - Calculation Books
1 - Required Checklist
If you have any questions, please feel free to give me a call.
Thanks,
51H V E
SEP l © 2010
Matthew G. Roper, P.E. r ds urr.r,M.enw, rarurwn
LandDesign I Charlotte NC
223 North Graham Street, Charlotte, NC 28202
V: 704.376.77771 F: 704,332.3246
If cols document free deiiveretl ma FA,(, the attndioramas trans mission contains confidential information intend al only for the use or the irtllrNuai of entity nametl aleve. It you are not intende] mariners, you are
,malay rorired tint any duccumd., dounp,, denotation or the taking or any aced in reliance on fire contents of the ra®mile Inrormaran Is stal aohimed_ It you have rxwed the FM m ermr. please immedalmiy routy
us my teieesone to ananga for cancelor or drum of documents to m.
Charlotte NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
aboutblank 9/9/2010

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Lanj_ urban design planning civil engineering branding landscape architecture
TRANSMITTAL
223 North Graham Street, Charlotte, NC 28202
V: 704.333.0325 F: 704.332.3246
DATE: 8/19/2010
PROJECT NAME: 1010123 MPMG RANGE AT FORT BRAGG
TO: Robert Patterson, PE PROJECT #: 1010123
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
[e-mail]
FROM: Mason Greeson
[e-mail]
CC:
WE ARE SENDING: MPMGR Pond Applications
VIA: Mail
PURPOSE: For your review and comment
NOTES:
II th r oacument was delivered via FAX, the aecomperning vntnmission contains confidential information Intenbeb only for the use of individual of entity nerved above. II you eremane intends] reGplem, you are
mrehy, attend Mal any diesco. e, sort di9dbNlon or Me taking of any action in relishes m Me contents of this Iacimile Information is 51dNy prMile e l ti ym have received INs FAX In er r, pease ImnredWtely m N
us W tel¢glwn9 to anyone for disposlmn or return of Me Moonachie to us.
Charlotte NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
O
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about:blank 8/19/2010

tia
urban design planning civil engineering branding landscape architecture
June 11. 2010
Mr. Robert Patterson
NCDENR Division of Water Quality
Archdale Building - 9th Floor
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Multi -purpose Machine Gun Range Water Quality Pond
LandDesign PIN: 1010123
Dear Mr. Patterson:
On behalf of The Department of the Army, Fort Bragg, NC, we are submitting the Multi -purpose Machine
Gun Range Water Quality Pond Plans for your review. The pond is located at the proposed machine gun
range at Fort Bragg, NC. Please find the following enclosed for this submittal:
(7) Seven Full plan sets
(2) Two Water Quality Pond Calculation Books
If you require any additional information, please feel free to contact me at your earliest convenience,
[e-mail] or 704.333.0325.
Best regards,
40
Mason L. Greeson
Manager
LandDesign I Charlotte, NC
704.333.0325
223 North Graham Street
Charlotte, NC 28202
V: 704.333.0325
F: 704.332.3246
ti'J !a J V R !
5 9l
Washington DC
Charlotte NC
Pinehurst NC
Asheville NC
Tampa FL
NashvilleTN
www.LandDesign.com
NA 20IM101012300CS\POND SUBMITTAL LETTER .DOC
l.q
Beijing PRC

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LandDesim. urban design planning civil engineering branding landscape architecture
TRANSMITTAL
223 North Graham Street, Charlotte, NC 28202
V: 704.333.0325 F: 704.332.3246
DATE: 8/18/2010
PROJECT NAME: 1010123 MPMG RANGE AT FORT BRAGG
TO: Robert Patterson, PE PROJECT 4: 1010123
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
[e-mail]
FROM: Mason Greeson
mg reeson 0 landdesign. com
CC:
WE ARE SENDING: MPMGR Pond Applications
VIA: Mail
PURPOSE: For your review and comment
NOTES:
II this •ocumenl was tlelNe ed Ou FAX Iha a¢ompallrg Irenvnlsslon conlalre conXdential Inlonnellm Intent one for IN use of Ne Im ots., of the entity.. above. II you are of the IIa... retlpenl, you ere
hereby ratified that anydlvfostire, ooA M. difbYvrtan orMa tsWrq of any action In rell.. Me oorhaus of M. laosor lnPar anne is III 11.11aed. X yw lave received Ms FAX.r. s.,, 0lt ese immediately nullly
us try Warfare, to arrange for der,anafion or return of the documents to us.
Charlotte NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
about:blank 8/18/2010

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LandDes4p_ urbandesign planning civil engineering branding landscape architecture
TRANSMITTAL
223 North Graham Street, Charlotte, NC 28202
V: 704.333.0325 F: 704.332,3246
DATE:
11/3/2010
PROJECT NAME:
1010123 MPMG RANGE AT FORT BRAGG
TO:
Brian Lowther (na Qna.com)
FROM:
Matt Roper
[e-mail]
CC:
WE ARE SENDING: Additional Information for Multi -Purpose Machine Gun Range
VIA: Overnight
PURPOSE: Foryouruse
NOTES:
PROJECT a: 1010123
owt0KMN
&�IgDcg U01
Brian,
included are the following in response to your letter dated August 25, 2010 regarding the Multi -Purpose Machine Gun Range
in Hoke County, NC.
2 - Sets of Plans
It you have any questions, please feel free to give me a call.
Thanks,
Matthew G. Roper, P.E.
LandDesign I Charlotte NC
223 North Graham Street, Charlotte, NC 28202
V: 704.376.7777 1 F: 704.332.3246
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Charlotte NC
Washington DC Charlotte NC
abouttlank 1 1/3/2010