WQ0012522_Application_19960612

J
f t 1
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
e��
[DEHNR
m���n�tGp
June 12, 1996 J�N 1'1 19
COLONEL JAMES R. HOUGNON t rEV'SW
U.S. ARMY ENN. MPNI �` OFFICE
COMMANDER XVIII AIRBORNE CORPS FAYETTE�iL�ERE�'.
@ FORT BRAGG
FORT BRAGG, NORTH CAROLINA 28307 Subject: Application No. WQ0012522
Fort Bragg/Camp Mackall
Sewers -Public
Moore County
Dear COLONEL HOUGNON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 11, 1996. This application has been assigned the number listed above.
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Andy Oakley at [phone] extension 533. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
CarolyA`=M Caskill
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

i
/_X0
MEMO TO: State Review Group
FROM: Ricky Revels R�`�
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0012522
Fort Bragg/ Camp Mackall
Sewer Extension - Public
MOWASA / Army -Camp Mackall
Moore County
Division of Environmental
Management
Fayetteville Regional
Office
6 2J 5196
Date
State Review Group Review
Engineer Andy Oakley
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NC0037508 Expiration Date: 4 30 97
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 5195
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
36,750 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,663,274 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

^' Val .
.
^ ,
' COMPLIANCE
EVALUATI3N
ANALYSIS
REPORT F05E 2
PERK�T--NC003�5OS
7ACILITY--HGCKE
C]
WWTP
PIPE--001
REPORT PERIOD
0505-9604 LOC---E
-OCATION--CARTHA�E
DESIGN
REGION/COUNTY--06
FLOW- 6.7000 CLpx%--4
MOORE
^000i0
88400
00600
00665
00720 01042 01077 01092
4ONTH
f5/85
TEMP
NGL
MAX
PH
Q.Q 6.0
7.7-7.2
TOTAL N PHO%-TOT
NOL
20.900
CYANID[
NOL
COPPER %ILVEN
KOL NCL HCL ��L
-7 a -T
6.0
9
�.��'�'�`
vs-
16.300 i.9000
kn.
.}0�� � 0000 .O0C�
��� p�`
.0000 i0.0000 .0000 42.0000
25/07
75/08
25.60
7.4-6.?
7.4-7 o
'5.400 i.549&
i4.300
.SWv G.5000 .0000 24.O9S`
24.Ij
7.5-7.0
�.800O
M 000 1.8200
.0000 0400 28.500O
.00O0 8.5000 .0050
.0000 8.8000 .0006 23.5000
�OL
9.0 6.0
KGL
16.100
6.502�
is
7.3
,.84CC
?!^�K 1'
.�1�
7.0000 .006v
.0000 7.050T .000N
;6/3�
17.47
7.6-7Z
17.400 2.3000
6.5000
.0000 9.50on .�V3G 27.3000
AVERAGE
19.70
_
i5.083 1.7491
.0080 7.79i6 .0000 24.9i66
4AXIMUM
27.08
7.808
20.9C0 2.5000
13.0000
GNIMUM
12.00
6.900
11.600
.9300
'---_- 4.0000
]NIT
DEG.0
SU
MG/L
HC/L
C(/L UG/L UG/L UB/L

- Or ;Aa�
A
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management a�
Non -Discharge Permit Application G
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
a�
I. GENERAL INFORMATION:
w
1. Applicant (corporation, individual, or other): U.S. Government, Military
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Co l . lames R. Hougnon,
Director of Public Works and Environment
3. Mailing Address: Commander XVIIr Airborne Corps at Fort Bragg
City: Fort Bragg State: NC Zip: 28307-500C
Telephone No.: 9( 10 ) 396-4009
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Construct Sanitary Sewer Ford Main, Camp Mackall
5. Application Date: May 20, 1996 6. Fee Submitted: $ 400.00
7. County where project is located: Richmond/Moore
II. PERMIT INFORMATION:
1 . Permit No. (will be completed by DEM): L Q (2 � 1, - i,f 1 a
2. Specify whether project is: v new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or private.
.4
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATTOI
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
96 Industrial: % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Military School
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels. N / A
4. If wastewater is not domestic in nature, what level of pretreatrnent has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 36,750 gallons per day
6. Explanation of how wastewater volume was determined:
500 Persons x 60 gpd./Person x 1.225 (22.5% excess capacity):= 36,750 gpd
IV. DESIGN INFORMATION:
1. Brief project description:
New duplex pump station and 14,323 LF 6" PVC force
main terminating at new parshatl flume at MOWASA Water Pollution Control
Facility
2. Name of wastewater treatment facility receiving wastewater. MOWASA Water Pollution
Control Facility
a. Facility permit no.: NCO037503
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: N/A
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
' PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N/A
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 9'0. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
-c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control treasures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: N/A linear feet.
6. This sewer line segment occurs between manhole no. 'V / A and manhole no.
7. Does the owner/operator have the ability to clean this length? N/A Yes No.
8. Sewer subject to existing or planned traffic bearing loads? N/A Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
N/A
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION•
PAGE 4 (4/91)
11. Maximum allowable infiltradon/exfiltration test rate: NSA GPD/ pipe dia. in-/ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft horizontal separation from wells or other water supplies? X Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
A
sanitary sewer specified? Yes —No
c) 10 & horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? A' Yes- _ No
13. Are manholes subject to flooding.
N/A"Yes —No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, NSA Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): WA A Yes _ No
16. Identify (by manhole number) those manholes that are vented: N / A
17. Does this project involve any stream crossings? X yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: Sheet 12, Sta. 33+60, Sta. 36+70, Sta. 39+05; Sheet
15, Sta, 86+35; Sheet 18, Sta. 129+05.
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V.'PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Drowning Creek
3. Classification of closest downslope surface waters: HQw (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B. or
SB, describe which of the measures are 1)rng isple�ented to i t such imD ct, as
required in 15A NCAC 2H .0200: Standby Pocfer Generat rr wyith Automatic
Transfer switch is provided.
5. What size pumps are provided? 176 GPM
6. How many pumps are provided?
2
7. What is the maximum capacity of the pump station? 273,600 GPD
8. What is the design total dynamic head? 108 feet
9. How many pumping cycles will occur at the design flow rate? 5 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
X
Wet Well Vented with Screen
Fillets in Wet Well
X
Check Valves and Gate Valves
X
Security Fencing
X
Lockable Wet Well Cover
X
Area Light
n
110V Electrical Convenience Outlet
X
Flood/Buoyancy Protection
X
High Water Alarm X Audible and Visual X Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length
Pipe
High
Low
Minimum Maximum
Minimum
(Inches) (Linear Ft)
Material
Elevation
Elevation
Velocity(fps) Vel.(fps)
Cover (in)
6 14,325
PVC
168.27
110.31
2 2.16
36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes —no
13. Is pump station subject to flooding?
being taken to protect against flooding?
yes X no. If yes, what measures are
14. If subject to flooding, specify the 100-year flood elevation: NSA Feet MSL
15. Are there existing or planned pump stations downstream of this station? — yes X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Drowning Creek
Classification (as established by the Environmental Management Commission): HqW
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions. for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental*
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
'The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): U.S. Government, Military
2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
290'3.W. Broad Street
City: Southern Pines State: MC 7p: 28387
Telephone No. 910-692-5616
3. Project Name: Construct Sanitary SEwer Force Main, Camp Mackall
4. Pump station design flow: 253,440 GPD; 176 GPM
5. Name of closest downslope surface waters: Drowning Creek
6. County(s) where project and surface waters are located: Richmond/Moore
7. Map name and date: Pinebluf, f , NC, 1948, Photo Revised 1982
8. North Carolina Professional Engineers Registration No. 19554
9. Print Name of Engineer Charles A. Donnell, P.E.
10. Seal and Signature (specify date):}�...R�E/,�,
�- SE AL `
n 19�54
Z
4
6 of 10 F,�

`DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avay Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Berrie Lenoir
Durham Northampton
Budge McDowell
Camden Martin
F.dgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Chaakee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquirnans
Halifax Wake
Graham Swain
Dan Pitt
Johnston Warners
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Gnome Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville. NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Blades Robeson
Cabamrs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
9191761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91) '
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing pert if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WW TF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
L An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, [Jpchurch & Associates, P.A.
P.O. Box 1737
City:
Southern Pines
Telephone No. 910-692-5616
State: N1C
Professional Engineer's Certification:
I, Charles A. Donnell , attest that this application for
Zip:
28388
Construct
Sanitary Sewer Force Main, Camp Mackall has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although caYain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design. .
North Carolina Professional Engineer's Registration No.
Print Name of Engineer Charles A. Donnell, P .
Seal and Signature (specify date):
Applicant's Certification:
t953'4
19554 = $
,,to
'ENURE*
I, rnT. _ .7AMF.fi R Holic.NoN , attest that this application for Construct
Sanitary Sewer Force Main, Camp Mackall
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this a lication are not completed and that if all required supporting
information and attac are not included, this application package will be returned as
incomplete. , /
Signature �/ Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

_ ,max•: r-�.�:_•:�.:
GRAVITY -SEWER EXTENSION & PUMP' STATI0N ' f ' .
PAGE -10 019.0
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
M. r
> 1,000,000 GPD
Industrial
DomwticJCooling Water
10,001 - 1,000,000 GPD
Industrial
Domestic/Cooling Water
1,001--10,000 GPD
Industrial $400
Domestic/Cooling Water $400
< or =1,000 dPB,an&.
Single Family Dwelling $240
Sludge < or = 300 Acres . $400
Sludge > 300 Acres $400
Sewer Extensions
(nondelegated) $400
Sewer Extensions
(delegated) $200
RENEWALS WITH
MODIFICATIONS
$300
$300
$250
$250
$200
$200
$120
$250
$250
0
0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
290 S. W. Broad Street
P. O. Box 1737
Southern Pines, North Carolina 28387 / 28388
Telephone: [phone]
FAX: [phone] / 7342
To: Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
919 / 486-1541
The Following Item(s) :
LETTER OF TRANSMITTAL
Date: 14-Jun-96 I
Job No. FB9430
Attn.: Water Quality Supervisor
Ref.: Water Quality Classification
,- :i
C�A d
JUN 19 KEY
0,
We are sending you
� Attached EETNTV. MANAGEMENT
pIAEVILLE REG. OFFICE
� Under separate cover
E�j Shop Drawings � Prints [�j Plans �.j Spec. Cover
[:j Copy of Letter [�jl Change Order M Other
Copies
Date
Project No.
Description
1
14-Jun-96
FB9620
Water Quality Determination Form
1
14-Jun-96
FB9620
8.5" x 11" 7.5 min. Topographic Map of Project Location
These are Transmitted as Checked Below :
For Approval [�::j Approved as Submitted
For Your Use [�j Approved as Noted
As Requested [�j Returned for Corrections
For Review and Comment
For Bids Due
� Resubmit M for Approval
[�;;k Submit [�;;j for Distribution
[�;;j Return [�;;j Corrected Prints
1�k Prints Returned After Loan to Us
Remarks: Please find the necessary information for WQ determination for this project. If you have any questions
please do not hesitate to call.
Sincerely,
Copy To: File
gAfb9430\exce1\\T061496A.XLS
Signed:
H. Cooper Francis

GRAVITY SEWER EXTL. -310N & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Drowning Creek
Classification (as established by the Environmental Management Commission): C "40HQw
Proposed Classification, if applicable:
Signature of regional office personnel: KaC a "� `� ,,,,` r Date: S C
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions. for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental,
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
'The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): U.S. Government, Military
2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
290'3.W. Broad Street
City: Southern Pines State: MC Zip; 28387
Telephone No. 910-692-5616
3. Project Name: Construct Sanitary SEwer Force Main, Camp Mackall
4. Pump station design flow: 253,440 GPD; 176 GPM
5. Name of closest downslope surface waters: Drowning Creek
6. County(s) where project and surface waters are located: Richmond/Moore
7. Map name and date: Pinebluff, , NC, 1948, Photo Revised 1982
8. North Carolina Professional Engineer's Registration No. 19554
9. Print Name of Engineer Charles A. Donnell, P.E.
4 RO�i
10. Seal and Signature (specify date): � .,.
Z, SEAI `
1955Q �
°
+�
6 of 10 $•o F.°IN EE�°�o
/� , I .,
sOO�I gNDREj �o

GRAVITY SEWER EXTI ,ION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATIO\' INFORMATION '
1.
Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2.
Name of closest downslope surface waters: Drowning Creek
3.
Classification of closest downslope surface waters: HQw (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4.
If a power failure at this pump station could impact waters classified as WS, SA, B. or
SB, describe which of the measures are bring in letr�nted to prevgnh ITch im�act, as
Stand Po
requirtd in 15A NCAC 2H .0200• y r nerat r wit utoma is
Transfer switch is provided.
5.
What size pumps are provided? 176 GPM
6.
How many pumps are provided? 2 .
.7.
What is the maximum capacity of the pump station? 273,600 GPD
8.
What is the design total dynamic head? 108 feet
9.
How many pumping cycles will occur at the design flow rate? 5 cycles per hour
10.
Check if provided at pump station:
Alternate Power Source X
Wet Well Vented with Screen
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light X
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection X
High Water Alarm X Audible and Visual X Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length
Pipe
High
Low
Minimum Maximum
Minimum
(Inches) (Linear Ft)
Material
Elevation
Elevation
Velocity(fps) Vel.(fps)
Cover (in)
6 14,325
PVC
168.27
110.31
2 2.16
36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes _no
13. Is pump station subject to flooding? yes X no. If yes, what measures arc
being taken to protect against flooding? --WA
14. If subject to flooding, specify the 100-year flood elevation: NSA Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

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�V;ooZE ,VVQEEZ & z)EUTE'L �uEt2oZCLy
Water Pollution Control System
P. 0. Box 813 -
Pineblutt, North Carolina 28373
OFFICE OF SYSTEM SUPERINTENDENT O.W.A.+ j= LEPHONE: 910-281-3146
t 1 Lam- FAX: [phone]
198
'�Jai1 6 �96
0 +
A�COUN1y
MANAGEMENT
FAYETTELLE REG. OFFICE >- E
June 05, 1996
Ms. Carolyn McCaskill, Supervisor
State Engineering Review Group
N.C.-Dept. of Environmental Health & Natural Resources s.
Division of Environmental Management
P.O. BOX 27687
Raleigh, N. C. 27611
Re: Construction Sanitary Sewer Force Main
Camp Mackall
Dear Ms. McCaskill:
The Moore County Regional WWTP hereby agrees to conditionally
accept up to 36,750 gallons per day of wastewater from the
referenced project in accordance with the request of May 9, 1996 by
Hobbs Upchurch & Associates.
Upon completion of the referenced project, the applicant's engineer
is to provide this office with the following items:
1. Infiltration in gallons per day.
2. Certification of completion as defined by N.C. Statutory
Requirements #143-215.1; Section 2-H.0200.
3. Complete set of As -Built drawings as approved by the Engineer
4. All shop drawings/ 0 & M Manuals, Diagrams, Illustrations.
schedule & brochures which illustrate how specific portions
were fabricated and installed.
After Moore County has received a copy of the certification of
completion, our office will provide a final acceptance statement.

Page 2
Sincerely,
Gary Frick
System Superintendent
pc: Mr. Jim Tarnow, P.E.,Moore Water and Sewer Authority
Mr. David Harris, Executive Director, MOWASA
Mr. W. David McNeill, Jr. Moore County Manager
Mr. Kerr Stevens, Regional Supervisor, DEM, Fayetteville
Mr. H. Cooper Francis, Hobbs Upchurch & Associates, PA.
flowacct/wp51

CONSTRUCT. SANITARY SEWER
FORCE MAIN., CAMP MACKALL
INDEX OF DRAWINGS
TITLE
STANDARD ABBREVIATIONS
A
ON.
DOW
NJAC
MATTN Y&MDATNO
ND.. /
AC.
AO.
w CONDITIONED
ARU DFIN1
pl.
D.S.
o0D1!
OOMNSPGM
! NR CONWOWNN
NM., NOWE NNOMNIE
AN.F.
ABM fWp1 FLOOR
Dwo.(s)
DRAw1lOS
MDPMT
O
AN.
AL MNCTE TINT
NIOWME
D>0
OOU6E SMOOTH
'Y GLJ55
NOA
MOINB.
IMmTIN!!L
OA
O.0
'ALT.U"
NNL
- A
AUIYNW
O.D.
AU
AFPI10[.
ACCESS —
APPwO)SIM LT
EA
LC
EACH
EYPTY CNMDMT
I
LD.
E'ISIE DEP
OL
OPN.
MIGL1.
AT.C.
ARCNRCMMN
ACWSTIG1l NNE CEIID
LF.
LJ.
IDO ILT FANI.E.
E%PMSIO! JWNT
IN.
N,EIR
—0,
OM.
O9D.
AL
ANOOIF BCLI
U
EICH
RMJND.
INCANDESCENT
AN
ANELIC/II MIK OIDE
EE., EL".
E=
LLEVTKN
DECTRlC
L—
W.
NA—
MNMOR
B
EOVw.
EO(PNENT
P
ISO.BDAAD
E."'=
D.LCTRCYYLgO1 OUOL[R
J
P.
PARPN
9Da
eU.
wMUMNIC
LLOOC
DM.
DIP. Jf.
EORUST
EXPANSION ON JWNi
J.B.
A.
JWCTOTJ NK
JLNCTO
PEN.
PL, It
LY
ROT.
LEAN
NOTION,
W.
Dc
IDOMNI R
EOSTING
JT.
JOINT
PLwO.
0.YM0.
M.
BUJN
T..
�
NIB N _Tg1YO MIT/111!
A
FlRE NNW
K
PNL
PSF
C
F.C.
FmlISLE CONNECRWI
WA
KLDVOLT AWERE
PD
CAL
CAP.
G1iET
CAPACITY
FA
FEC.
FILON GLOW
FOE E[TROUBTER
NW
NOD TT
P9O
C/o
COL
CIOIFO BREVOD
CERRC DFRSW
FN
CARNET
FOSHED
L
M.
Pro.
CELL.
CENT.
COIOlT
CUDC PEEF / YMIlIE
ft
FT.
FlJTOR
FOOT - FEET
Lw.
I.Q.
POIRD
ION
P.T.D.
CDC
C.J.
CMWUlNO
CONTROL JOINT
M.
M.
FOOTING
POMDATON
LP.
LTC.
UWNNC PMLL
IONTNJ6
CK'D.
CKT.
CWCKEIIED
Q
UV.
LAVATOAY
Q
OTA
`tti, Cll
MOM ME
COUNO M
D
DARE
(LkL !
M
.
CLO.
C.M.V.
CLOSET
CWCRETE W90FMY MR
GALV.
G.F.E.
CAL N o
OMRNMENT NRMSHEO
N.
L
WTdt
MECNA u MINT
R
C.D.
COL
OUNS.
CLEJN OLT
CGLIIYN
CCNCIIETE
OL
ONO.
EOUPYEM
MASS
"0.0
NANT.
tlA[.
YAP.
WNIEM.�
NA[YJY
YYN UISMMMON
N.
RA
MID.
CON.
CGLODSATE
DWT.
GMAN101T
PANE,
RD.
CONI.
CDNST.
CONNECTION
COSOUCDOH
C).N.
C.P.N.
GALLONS /HOAR
GI1LW15 I MMUT
NECK.
NTL.
IETNANICN
L AL
REC'O.
REC.:
CON.
CONTINUOUS
(MCI
CRILE
MN.
WHIM
RECP.
ISMmP.
NI110. Jf.
CWMNTCR
L'OlIRACIION JOIN
a..e.
4YP.
W`SOI IMLL —
4YPSUY
rsC.
N.O.
NISC NE—
YASWM• OPLMINC
RED.
RB11F.
C.T.
D.T.w.
C[RWIO TIE
C[RANC TIE MS[
N
Y.T.
ITTD.
MECAL TNRE:JDID
MDUA^CO
REOTL
REF.
C. TO c CDT16/1 ro c[mER
CO. R_ CF. CL9C FEET
N
NB.
NOT
NONE LOB
NTC
MY.
YDUION
YECWMCN 'Do"YEM
R.D.
W.
D
H.C.
M.
HOLLOW COME
IELONT
VAT.
NAME OU2E VILE
R.P.Y.
OCT.
WA
W.
NIX
DRIFTER
OFFICER
H.Y.
P.
NIL
HOLLOW NON
IlORS[ POMET
NOUR
N
S
S
WY.
DISC.
WFNSM) N
DISCONNECT
MD
MF
IEATNO
NEATEM
N.A
N.I.C.
NT APPUC.ME
NOT .R COMRACT
SA
SOUL
NOW
ACT,
SON.
SECTION
SERENE
L.
U.
SNEE
S P JOINT
OUTDOOR AM
SPEC. SPLCPCATMS
Si. STEEL fFET .
OVISIOE DWlTER
OmDE DI
OM]UEM
M .FT,
STET
STOP.
STEEL '
STORJCE
ONMDIO
SVSP.
SUSPENDED
DPO111D
OPPOLR[
CUSP.
Sw.
SWPENOED
w11RO11
tH7Ji SXTNf ORW
STL
lENID1RD
T
T- TWL
TOILET
PARTITON
IOIP.
TdNPEMATME
P[NLETER
TN.
T@KNESS
PLATE
PWYpNO
1N.
IYP.
TYESNOID
TYPICAL
PLYROCO
PANEL
T.T.D.
TAS.
TOILET TISSUE OBPENAR
TOP OF STEEL
PRFSSOE
PODS / SDUARE FOOT
IM
T • D
1R
TOIIOUE k EROOVE
TREAD
POUNDS/ SOUME NCH
POUNDS / SOL m INC.
DACE
U
POINT
PANTED
O.O.N.
UNLESS OTHOWSE NOTED
PNER TWNL WSPENSER
V
v.
V.C.T.
VOLT
VNL COMPOSITION TL E
OWIMOA
VEM.
VFRT.
VENTILATION
VOOIGL
0—
VTI
VEM TNRII MIOF
W
IMP
W.
WAT
RTMN AM
RNUS
W/
N6
'MILLI
WOOD
ROM
NECCSMD
WD.
w.C.
WIDOW DYOTSON
WATER ONE
MCNCUE
MP.
wEATNFRPR00F
NFCEPOATACLE
RISNFm
W.
W.WI'.
WATER
FAGLNC
WODEOEA
REDUREDMC
REOIEED
W.C.
W.N.
LOS
W70 CLOSET
WHOP MINTER
ROUNN �®
RETRW cRllE
NaoM
PMLNONS / MNUE 1I� 1
SIRPLTM
SLIMY
AIR
sa m nE Hobby, LW.=ANwWWK P.A.
,NN
SECTION SYMBOLS
�' { �—ACTION 011 OEGL .
�� I NOEFITIFICOLN NRSEA 3 .
sae —SET xuNeER a aEcx a a
wECTON oL onAl n oaNw! _
SECTION
MUIDOI ON MNCM YIF1T SFLTDN
COENDOM W1 oTWJ
CONDITION IS TAKEN
SYMBOL -m ACTIDN Is TANEN
3 SECTION DETAIL
A e N.T.S.
TINE WHERE SLCTM B DRAW!
FLflMTON MIENIIFlUION
NNLER
3 SHEET NUMBER OLOWE
B ELDYTDN S SNOMN
ELEAT NL IS WEN
MATERIAL
INDICATIONS
® ENTW (C ,ICTED)
STEEL (SECTION)
11 L C s,m (9MNL SSJJQ
,IA,
—mom (INCD)
CONCRETE
® NSILATTOM (ban
Pam;, = sn�ilrD
® NBMINIpII (SPEN\Y_FTYwQ
.©' '.. CNU (SNNL SCALE)
® Moo (—SK)
® CYU OMtCE SCALE)
® woon M-0
mom MIICK,(FLEVAIION)
© HOOD (NDCYNC)
'® DGLCN (a...)
PlYN000
'® NETN (ELLVATON)
GLASS (ELEVATION)
BASIC DESIGN DATA
MFA' 1OYIlIF:__
COISTDIODGLl:
N. ROOMS:
l�
fA1NDAlON:_
EFT. NNL4
FLOORS: -
NET. PARIIIIONR
HOOF CONSIIC
qCO! COIETINC:
TYPE OF FUEL
NEATND ZONE: -
TYPE of IQ1Mw srsa:
AIR CONOIIONND DESDN CONWTONB
'N' YOLK WNLL4
NODE
SIMA71OAL DESIGN:
SOL BUA[ND
HOOF LOAW OL_LL—_OTN
A15YK ZONE:
LDND
DIRECTORATE OF PUBLIC MR]gC8 ADD E NYMONNE if
OONo7RJCT BAWTART DEWER FORCE MAN.
GNP MACKALL
FB-02DOD-2
FORT BRACC• NORTH CAROUNA

DELOUNON LANDFU
SWTARY LANDFILL
BDTmow AREA
FORT BRAGG
TO CAMP MACNALL
DIRECTORAOF
PUBLIC ITE
BULDINB 3-1831
FWMMMYE OF
oONrRACw
N BURDWB 1-1333
t
I
OF
ENOWEERS
BLMDIN0 ►-23/0
000�
sa1F w RFr
VICINITY MAP
LEGEND
ROADS
—�—�
STREETS
RARAQWS
INSTALLATION BOUNDMIES
®
INTERSTATE ROUTE
zC°3
U.S. ROUTE
©
STATE ROUTE
Q7
LAKES
r rr�rrr•�
HALL ROUTE
BI No66R ��Au�t.Oa' P.A
DIRECTORATE OF PUBLIC WORKS AM RIIYWC dIEMr
�tx a�p�
+Y �r
I10RM cAROIYM
OON8111UCf SANITARY SEMI FORCE MAFL
e R
CAMP LIAQULL
FB-02500-2
FORT BRAWN NORTH CAROLINA
LOCATION AND NCWTTY MOP
sa�:a swiw o�+ev snw,r
wxc. ro. �meoo-z
te� sins[
DIME -
xm x oru

TO US NWY NO. 1
1
.'.PRryATE'PROPERTY ` PRNATE PROPERTY IPRIVATE PROPERTY ;
ROWE SEABOARD CDAST'uNt RAI R6IO� - .
TRAININ .. _ .. ,
' NEW ULTRASONIC FLOW
YETER A/A PARSNNI
FACWTY SHEET EJ
GOVFMlY
240 4EOV
NEW PUMP STATION,`
AT ESE. 4.
SELRY I j .. ' / .: `\`.. - J`A .+� I ��• i'�..M I
TT MATEY 4. I • QY�
POLLUTf�FI
NEW EORCE MAR _
F"XIST. ORAVIIY OUTEALL10
TIE TO EXISIWO
MUENT STRUCTURE
CAMP MACKALL `I•AMRN. ,J - 1\ PRIVATE PROPERTY
-�• . ��BOULL{��L
FDRAOND 14BRAT 1 \ '/� - _
Ili � J . , �, y��.� ✓ SHEET 13 _ _ -�
11 11I - __________
I
WHITEHURST TRACT
R
-
A..
....I ..
NEW CAMP MACKALL PROPERTY
TO O F TMfT DR ncD
JJ
S
EXISrW DRT
ACCESS ROAD
ENTNANCE C
11,
1 /
-1CONSTRUCTION
NC NWY ,211
NC
NWT 123D
230 O SOO
sru
Ho6AF, I1p �M�eMMs, P.A

larp E
rpw
--------------
IXIST OW ACCESS Rom

EXISTING IMHOF TANK UPPER PLAN
SCALE;
3/C�1'-IT
tiw Nam
CORE OMLL 10' DIA.
1Q IXISTING IMHOF TANK SECTION
b b SCAIE 3/C�1•-O'
EXISTING IMHOF TANK LOWER PLAN
SCALE: 3/B'-1'-P
NOTES
1. CONTRACTOR SHALL MAINTAIN SflYEN�SERVICE
AT ALL TUB DUMND CONSTRUCTK)N.
2. SEWER FLOW SHALL BE TENPORARLY WVFRE,
70 NEW PUMP SGTIDN AND EKB7NC TANKS
SHALL BE PUMPED ORY BEFORE DEG TAN N
MAY BEGIN. (SEE P.S. SITE PLAN)
3. CONTRACTOR SHALL PRONOE VENTEA710N OF
TANKS WHENEVER PERSONNEL ARE IN THEN
ACCORDING TO ALL APPUCIBLE OSHA REGLAATIONS
AND ALL OTHER APPUCABIE REGULATIONS.
im
3 Mal WO
BREAK OUT WALL
DW- TMTE OF MOM WOWS AND BPAIgIK
. FORT LRA00 NORTH CMOLWA
2QEXISTING IMHOF TANK SECTION
b b SCALE:

f'li EXISTING IMHOF TANK MODIFICATIONS SECTION
\!V SCALE: 3/£.1'-C
1 I
I I
�I I�
II II
I
If C YMLL
NEW I' DIA.
PENETRATION
NEW CONCRETE BOOR
P.S. WET WELL 1
1 (SEE P.S. DRAWINGS) I
SHAPED iNVERf
-1S -1S
1
77
.
1 I
I I
NEW R PrL SAK SEW.
I �
2 EXISTING IMHOF TANK MODIFICATIONS SECTION
( EXISTING IMHOF TANK MODIFICATIONS UPPER PLAN 0y}
SCARE: 3/C-1'-(r i
NMI Nan
NOTES
1. BEFORE MMNG MODIFICATIOTB TO EXISTING WIIIOF
TANK THE NEW PUP STATI011, FORCE MVJ .VID
ROW METERIID STRUCTURE MUSE BE OPERATIONAL.
2 ALTER POMP STATION. FORCE WIN AND ROW
METERND STRUCTURE ARE OPERATION.- IRONDE
TEMPORARY FLOW DIVERSION DIRECTLY TO NEW
PUMP STATION FRgI BAR SCREEN. PUf
TAN�E PUMP STATION SITE PUN. DIEET 1)
3. CONTRACTOR 9WL PROVIDE YDRIATIDN OF TANKS
WHENEVER PERSONNEL ARE ID THEM ACCORDING TO
ALL APPLIMAMS OSHA REGULATIONS MID ALL OTHER
APPLICABLE REGULATIONS.
4. PLACE NEW CONCRETE FLOOR SLOPED 1S MIN. TO
TOP OF HORIZONTAL SECTION OF DROP INLETS AND
OUTLET PIPE
PPE PROVIDE SHAPED ►ATRT BETWEEN
DROP INLETS AND W DURET PPE
0. AFTER MOdiTCARONS ARE GLEE, RECDFNECf
SEWER FLAN FROM BMi SCREEN TO MODIFIED
MHOF TANKS AND MAUVE TEMPORARY ROW
DIVERSION. (SEE PUMP STATION SITE PLAN. SHEET a)
�11 N066E. *ChY d c AmdsFMS Ak

PRECAS
T CONCRETE �4' PLUG VALVE (ttPJVAULT \ 18'-O'
4' CHECK Ir PVC GRAVITY SEWER 46
INFLUENT DIFIED LIVE FROM
VALVE (IYPJ SEE SKI . TANK
SEE SKI 4.
f STIR 2,
� FQHCE TEMPORARY Mr P✓C GRAVITY PORTABLE NOISE A
s D.LP. SEWER ONERSIDN 2 EXIST.
5' PIPES BBARMSCREEN
4' TEE SEE P.S. SITE PLAN, SHEEP 4.
LF
F` + C COUPLING (T1Y`CP.)_ . I II I I IJ?% 4E' BILLD
4O ACCESS DOOR
ENLARGER SUBMERSIBLE \
I
OR EQUAL I 7 7
-- SOLIDS PUMPS I `
s Nr 9EFo I �
WAT�NW�/T CONTROL
ED
STEPS B' DIAMETER WWf AND ALM
1T O,C. RANE.t,/..��y'} WET WELL
ALUM. MAN N0.E —
• RUNGS AT It O.C. J- P4. 1- /R OR
IN 1-1/T C VE SCREENED,B' NCREE
Ci WALL PENETRATION VENT BIASO
9 TYP. 7 PLACES
CAMP MACKALL PUMP STATION — UPPER PLAN
CAMP MACKALL PUMP STATION — LOWER PLAN
WATER coHTROL
U�GM W H�ORNM
❑ � DOOR 4 5/Sr-tsoo LB. CAP
OR EQUAL IU WING
6 Pp1REDgINABPLA^.E - I W/ WlWALE H
Y% �7 O.C.N/
/4 Y SCREQIED.VEHT
SET AT EL 12L61 T
RN EL 125.14
=193-4WAIERSTOP (TYP.) .::.�'®I ADJUSTABLE
10 1/T I LENGTH BOOM
LL PENETRACJUNCTION19 BO% Y 4'-p MAX REOURED
UG VAL1IlK RA.) _ RAILS
PER
µ AL YMOFIL S � .
7 B'-? N9DE pA 4 5/IE'� Ir 2'
y NOTE: WET Wes- M/CNOIt BOL15 WITH
A VENT AND NLET T �
TOP
PIPING NOT SHOWN N OF STAB
P IN TRUE SECTION NOTE:
R PORTABLE H015I
p DRAM 6 TEMPDRMY '.I MIHi ROTATE 1J5 TO EACH SIDE
SIDE
B {• OSCMAROE DIVERSION NLFT
9 i PIPE NV. EL 12S.OD
t /PORTABLE HOIST DETAIL
WALL PENETRATION C 7
p "I,RM ON (TYP.) - 19 f IINTLIIEM LAME FROM
8 s' S0. ) I I I LAcEL 'PUYPS ON MERCURY FLOAT W. r.D 114.94 TAN%
PRE SUP ON
W. F 114.W
EL 112.05
SWITCHES
CAMP MACKALL PUMP STATION — DESIGN CRITERIA
Nr v so. ! I DEEP
H9DQt, IR9AP.A.
/57 STONE BWONO lEM PUMP W
EL. 111.55
SOURS
PUMP STATION DESIGN ROW
PUMP HORSEPOWER
17B GPM
HP
'Op aw
IXLSTNC SUBGRADE PUMP OFF
TOTAL
MAIN DYNAMIC12E
FORCE AWN LENGTH
�10
Nf' Wy
I{277 FT.
TE OF= Kam, AM)
wow
EL 11 D.37
FORCE LAN HIGH POINT
4..27 EUV.
BOTTOM OF WET WELL
GROUT RAT
PUMP SPEED
ELECTRICAL SUPPLY
1.750 RPM
J PHASE
FORT xoWIN
W. EL TORSI
CONBiPUCT BANfARY BEIYBI FORCE MAN,
C;AAP MACKKL
1
_
e
FB-02500-2
FORT BRAK NORTH CAROLINA
— — — —
E%ISMG suw.)E :III I=II11 I _IIIIIII=
I I'—V SO. % Ir DEEP
P57 STONE PODDING
PUMP STATION PLANS AND SECTION
t�CAMP MACKALL PUMP STATION - SECTION
7 7
IMa
N9xo
RM9WN
unto 1RRncx
1Im 7 orxo

-o—•—o_•_•� EXIST CHAINO LIKK FENCE o—•—o—.._._•—e—a—o—•- -
a
NEW C SDR 21 PVC WALL PENETRATON Ci - 19-3,
FORCE MAN EX ST. INF90 _ (.S) - - 1Y p
NEW ULTRASONIC E%ISf. ULTRASONIC ��)
FOW METERWG FOW METEPoNG ;L .. SENSOR -
STATKW SIAOON
EXIST. M4lNOLE
SS SS ❑ SS O SSA Tp L !
�__ JUNCTION ST. INFLUENT
F UENT
__'-UE-- --------------/ I
]-
1D , f Tr -
10,
R. Exlsr. ACCESS ROAD ,- EXISRNC I
IN I"
C GJCHI POLE
I
I CONTINUOUS ULTRASONIC
/ SIGNAL CB U
RECORDING
EQUIPMENT
C WALL PENETRATION
- 1p
FLOW METERING PLAN
� / scuF 1/r-1•-C
i
,
I - 9GNALL CCABLEUOWISONIC
P.Ef:OROWG EQUIPMENT
I B' C 7•-Y Y
,v s i 1r r
TYIALL EL. 1D5.83' T/WALL EL 1DS.eQ' I
ULTRASONICFlN. GRADE EL. —.3' FIN. GRADE EL. 104.83'
EXSTIGS INFUENTIN NFADWORKS SENSO
SCALE IN FEET BUILDING r
EL lO3A3'
GRplf {�
E i i GROUT EXIST. INFLUENT%
WV. EL ,DO.SC
L
e 111111=1111-IIIIII 'IIII=11= I-=IIIIIII IIIII illllll—IIIIIII=IIIIII 111111-1119ME19111=1111
R FLOW METERING SITE PLAN g' x ,z-T x lr DEEP T
A SCALE t/r-t'_O- 57 STONE BEDDING EXMTWG SUBGRADE J e' % TONE X ,r DEEP
g ET(ISRNG SUBCRADE /57 STONE BEDDING
S
FLOW METERING SECTION 2 FLOW METERING SECTION
6 e SCALE: 1/27-1'-(r e e SCALE; 1/r-1•-or
4
NJ Hobbs, Upchurch & AssoaMNs, FA
B cav �F.pa�n
8
DBECTORATE OF PUBLIC WORKS AND ENs1RONNEENT
g5 ro. BMGG NORiN CMO!INA
S
CONSTRUCT BANDAJTi SEWER FORCE MAN,
CAMP MACKALL
g�O F13-02500-2
y s} FORT BRAGG. G, NORTH NORTH CAROLINA
FLOW METERING �11_ss
SITE PLAN AND DETAILS
scueAs sNow1 oA.rH rv:xcr ao-x
x
¢ wlE arD uaNs soncc CP,A,E n

EXMM W SCREEN
EXISTNIG WHOF TANK
STA. O�00 .00 BEGIN
IT. sm 2 PVC FORCE mmm
AT NEW P�; STAMOK.
SEE SHEET 4.
NarE-.
S 87'3-is* E rA-'XTEMPOFIARY
1. BEARINGS AND DISTANCES REFER TO BASELINE. DMECnONlL
CHANGES
95.28 1 SILT FENCE (TYP.1
IN FORCE MN AJGNM ARE MADE BY 14C Wk.
RADIUS - OF IT' . �l PIC FORCE .. .
WHERE SEWS ARE SPECIFICALLY CALLED FOP. (TYP.)
PINE TREE 70 BE
2. THE NEW r FORCE MIN SHALL BE PLACED SO THAT ALL PINE
PROTECTED M?)
TREES WITHIN THE MIS OF CONSTRUCM ARE PROTECTED FROm
N )
IKMURY- DEFLECT FORCE
MAIN ALJGNWENT TO AVOID PINE TREES.
SCALE IN FEET
EWRNG
SAND FILTER
BEDS
1 1.1 &D
1 - THRUST BLOCK
BASELINE
J If SDR 21 PVC
I FORCE MAIN
4tOO
5+DO
amm FXTRATE
0MIECTION MANHOLE
SEW AND MUICH DISTURBED
DUST. OUTFALL LINE
AREAS AS SPECIFIED
125
tc.
120
85
-ta
80
4- EU: ---
110
qu
IM I
-jjf� 75
105
70
7- .
1DO 4ximah A Anoda'04 P.A.
_iz
—i-- -- ---- 65
7-
12+ 13+00
14+00
q 9-
95 nom wow AND mpowew
DFEMMTE or
NA
7
CONMR= SWART FORCE MAK
---- --- CAMP MACKALL
46
FB-023W-2
FORT MAGG. NORTH CAROUNA
STAL O+DO.00 M STA. 14+00.00
"Z
2+00 3+00 4+00 7+00 7+00 8+00 9+00 1-6;66-

NOTE
\ 1. BEARINGS AND DISTANCES REFER TO BASELINE. DIRECTIONAL
CHANGES \\ ARE MADE BY 144' MIN.
ROOM IDEFlFCTIONS OF eSDA /N FORCE MAIN ALIGNMEN' T FORCE MAIN EXCEPT
RED COCKADED WDOOPECImt
\ WHERE BENDS ARE SPECIFICALLY CALLED FOR. (TP.)
\
FORAfiNO HABITAT BOUN\\ 2. THE NEWS FORCE MAIN SMALL BE PLACED THAT ALL PINE
1 TREES W"THIN7HE LIMITS OF CONSIRUL'RON ARE PROTECfm FROM
\ INJURY. DEFLECT FORCE MNN ALIGNMENT TO AqD PINE TREES.
11
PINE TREE TO BE 1\
PROTECTED (TYP.) \\
\ zs o so
� 1
g 1 SCALE IN FEET jo
ACCESS
IR
< • ,9+00 ,L 21+OD , 32+00 20+OD 24+00 25+00 25+00
rn 15+00 tMOD --" .• _ __________________________' _-124.BB-'-
_ 7 M 5 �A
17+ 18+00 N B204'1S E ___ __ 2� 1�
\j 1222.B6 j
111 OID N�TNF 74'1iu. E
4,t'0 11 BASELINE SEED AND MULCH DISTURBED
.. RJ•o) N yq 37 I
AREAS AS SPECIFIED
(TYP.)
1 '
1
1
111
1
1
100 L- —
95 .— — - — _.. uT
t _
El
90 =_ �__—s-_
=L _ _ _jt_
—
� _ BS
7 _ —
>= P.A.115
80
L
_ ! s 27+ 28+00 9+00
DMUTORATE (IF PUBLIC WORTS AND E4JMIDIL6Ji
FORT 19-49, -ORTH CAI
CAW
CONHrHx7f Mrc BERIMCKALL PoncE MAIN,
L FORT DRAM NORTH CAROLINA
.: ..t- : _T 14+00.00 TO Sm. 29+00.00
14+00 15+00 16+00 17+00 18+00 19+00_ YD+00 21+bb 22+00 23+00 24+00 25+DO 26+00 uCIPWE
—

EXIST. OUTFALL LINE /
MU NO ONLY. AS M WPECIFIED)�) 1g
STA. ]0+2m
\ 1 - OO' BEIW PROPERTY BOUNDARY B TEMPORARY FORD l
THRUST BLOCK /' _ 0 NtOO W
AI PVC F j
FORCECE MAIN 42+00
25 0 50 41a00N Go E 1i
BASELINE 5j4.06
A 1 SCALE IN FEET DAOO
�I fir/ /
A PINE TREE 10 BE ci/
PROTECTED (TYP.) TSM - EL B452 �y0p WETLAND ._5
1 'aIR U.S. ARMY CORPS
M.ARER ND312-16
a RNER STREW CROSSING F
�y SEED AND MULCH DISTURBED IBIS F RNER STREAM cRO5sm
REAS �W AAS SPECIFIED (TYP.) 11 i
EXIST. DIRT 1^� 34+0D 35fOD 18+00 / , N5{B'YIO' E
ACCESS ROAD �` \ N BSO4'2B' E
NOTE:
1. BEARINGS AND DISTANCES REFER TO BASELINE. DIRECTIONAL
G1` CHAXWS IN FORCE MAN NJONMEHT ARE MADE BY IM' MN.
iS RADIUS DEFLEC IONS OF Nr SDR 21 PVC FORCE MAW EXCEPT
ANIERE BENDS ARE SPECIFICALLY GALLED FOR. (1YP.)
h TEMPORARY sLT FENCE 2. THE NEW 4 FORCE MAIN SHALL BE PLACED 90 THAT ALL PINEI : S+]B 75 F CROSSING _ TREES YITtM THE LIMITS OF CONSTRUCTION ARE PROTECTED FROM
I THRUST BLOCI( 11 9 P61URY. DEFLECT FORCE MAW ALIGNMENT TO AVOID PINE TREES.
B TEMPORARY FORD (TIP.)
0
90
85
1 r �— 75
kbk
__. i f— ' — r J.r . -' - iB� —` ..R j _ — - x - �z.rse+os eFmsS►lt* 7 = 42+00 43+00 44 D00
70
AA.
65 C t — y [7HE0fORATE OF PI19JC LMpKB AAD EN17gM49lF
.. _�_� S 4 1_.
_S. _.. -----
t ._.._ . ..•_ 4 f � * ._
CXTTC
I
so
CAMP AACKALL
.. ._. FB-02500-2
_
FORT DRAM NORTH cARourtA
55
_._. Y .�-- ' -
- , t - A
STA. 29+00.00 TO STA. 44+o0.00 -
Ae
_,". .:.L -�, .. _ _ _ _ _77
�-T c wIM:AY. Maly DMIx NroNEF Ho. FI-Rxaoo-x
i
y
29+00 30+00--31+00 32+00 33+DO 34+00 35+00 36+00 �37+00 —� 38+0D 39+00 -40+OD

N W00,37' E
11.00
EXIST. DIRT
ACCESS ROAD WOODS
STA. 62+23M
I: 433EN
I THRUST
BLOCK
WOODS
24035
KASEUNE
SCALE IN FEET
ss.00,
71+00
70+00
r SOR 21 PVC
FORCE MAN 73+00
72-10
SEED AND MULCH DISTURBED NDTL'
AREAS AS SPECIFIEDC".)
1. BEARINGS AND DISTANCES REFER TO BASELINE. DIRECTIONAL
CHANGES IN FORCE MAIN ALIGNMENT ARE MADE BY 14W LIN.
RADIUS DEFLECTION, OF Ir SDR 21 PVC FORCE MAIN EXCEPT
WHERE BEERS ARE
SPECIFIC ALLY CALLED FOR, C".)
2. THE NEW r FORCE MAIN SMALL BE PLACED SO THAT ALL PINE
TREES IIMTHIN THE LIMITS OF CONSTRUCTION ME PROTECTED FROM
INAIRY. DEFLECT FORCE MAIN ALIGNMENT TO AVOID PIE TREES
105 FE��
- - - - - - - - - - - -
. . . . . . . . . . . . . . . . . . . . .
95
— - — -------
_77
so
4�7
-7
:4 7
. . ..... ..r.
-7-
-7
-�7
--di+oo 60+00 61+00 62+00
87+60-- 68+00 89+00 70+DO
95
90
IA.
72+)P 7.' 74+00
OPECrOFKIE OF: PLUM WOM AND ENVIRONAKENT
OMffM= &WTARY SVM91 FORCE MAN,
CAMP MAC KALL
FB-02500-2
FORT BRADO. NMIN CAROLINA
STA. 59+00.00 TO 74+00.00
)o

PROPERTY BOUNDARY J /
TEMPORARY FORD 10 34',,.
76.00 77+00 255 0 50
kg-�OT
SCALE IN FEET
78+00
N 27-12.0, 79.00
80.0,
f.m'- /—A"\TEMPORARY SILT FENCE (TVP)
Or SON 21 PVC 63.00 —
FORCE MAN NOTE:
SEED AW MULCH DSMBED 1. BEAR*KXS AND DISTANCES REFER 70 BASELIME. DIRECTIONAL
AREAS AS SPECIFIED (TYP.) CHANCES IN FORCE MAIN AUCNMEN7 ARE MADE BY W ".
RADIUS DEFLECTIONS OF W SDR 21 PVC FORCE MAN EXCEPT
BASELINE WHERE BENDS ARE SPECIFICALLY CALLED FOR. ".)
2. THE NE" N* FORCE MAIN SHAILL BE PLACED 50 TINT ALL PINE
TREES WITHIN THE LIMITS OF CONSTRUCTION ARE PROTECTED FROM
A NM. DEFLECT FORCE MAIN ALIGNMENT TO AVOID POE TREES.
130
125
RE
120
115
= za---
110
tOd
_-x—_ -Wmb & AuocWo& PA
1105
87+00 88+00 89+00
-7 7,
-T
f7l
10 0
100
00 DIREMORATE OF PUBLIC WORM AND ENWIRDINMENT
=7 NXITN CAROLINA
-:T--- 7 - -4
L95, O0N9TKK7r 3ANITARY RE TIER PORM MAN,
CAW MACKALL
FB-0250D,-2
FORT 8RAGr^ NORTH CAROUNA
go —li� -LL
7.
89+00.OD 4-
Sra 74+00.00 TO STA.
a5
— ----- jT7sNa DME - 74+00 75+00 �66 --=78-+"607­�­79+00 80+00 81+00 82+00 a3+DO 84+DO 85-�oo 86+00

PROPERLY BOUNDARY
25 0 SO
SCALE IN FEET
BASELINE
-
LINE STA. 104.00.00
90+00
97 TBM - EL 171.46
.00 OF PS
96+00 U.S. ARMY CDR
__.eTC*i
94+00 05+oO
363.69 92.oc 03+00 Ow E
ENGINEERS BOU
MARKER NO. 212-17
VA. 102+91.55 FM-1
"'U. REU OF �VE
N IC; .00
SEED AND MULCH DISTURBED 529.01+
08
r SUR 21 PVC
AREAS AS SPECIFIED (TYP.)
STA. 102 74.19
I W SEND
FORCE MAIN
I THRUST BLOCK
45.26 E THRUST i
MOM
DUST. DIRT
1. BEARINGS AND DISTANCES REFER TO BASEUNF DIRECTONAL
ACCESS ROAD
CHANCES IN FORCE MAIN ALIGNMENT ARE MADE BY I"- MIN.
RADIUS DEFLECTIONSOF Ir SON 21 M FORCE MAIN EXCEPT
WERE BENDS ARE SPECIFICALLY CALLED FOR (TV.)
2. THE MEN r FORCE MAIN SHALL BE PLACED SO THAT ALL PINE
TREES Wff"M THE MIFFS OF CONSTRUCTION ME PROTECTED FROM
INJUW. CULECr FORCE MAIN AUGNMENT TO AVOID PINE TREES
170
165
65
&D
--1 160
155
155
150
150
a 4,r
145 --7q piHOW =.=bft PA. 1145
102+00 103-
00 104+00
4q 7� DRECTORAw of rusuc wompas AND EpmRoNmeff
mm ORA= "PITH
r
0ONSTRUar SAWARY SENEIR FORCE MAN,7
CAMP MACKALL
FO-02500-2
STA. 89+00.00 TO
. .. . .... STA. 104+00.00
FORT BRAK NORM CAROUNA
130
125 --, L
97+00 98+00 99+00 i6O+DWO IDPW

CL CREEK
l-- PROPERTY BOUNDARY
126+00 122.'00
25 0 50 125-00 H 31.2B'klasimmmmd 0+
169.14
SCALE IN FEET _
\11.00
12g+� �
� A
Y% J �24.
117rfA J �11.Jg
N
WOODS
ExISf. DIRT L OD .EOd 41 ' _+
ICCE55 ROAD \21� 'A �`AD
I B TEMPORARY FORD
gB�
�/' I _
BASELINE\11�pp
/�
i1 TEMPORARY SILT FENCE
�1 SEED MID MMLCN D6TIRBID
77 AREAS AS SPECIFED (TYP.>
/
MOTNASA WATER POLLUTION
C SDR 21 PrC CONTROL FACILITY PROPERTY
�, Ai cl•• FORCE AWN
Ayf = i
i
C�\
JFg% NOTE:
.00 1. BEARINGS AN O DISTANCES REFER TO BASELINE DIRECTIONAL
CWACES N FORCE MAN ALIGNMENT ARE MADE BY 144' MIN.
'RADIUS DEFLECTIONS OF (' SDR 21 PVC FORCE MAN E%CEPT
WHERE BENDS ARE SPECIFICALLY CN1ID FOR. C".)
2. THE NEW Ir FORCE AWN SHALL BE PLACED SO THAT ALL PINE
TREES WITHIN THE LIMITS OF CONSTRUCTION ARE PROTECTED FROM
INJURY. DEFLECT FORCE MAN ALIGNMENT TO AVOID PINE TREES.
150 - -t-
_ _
140
135
t
130 =
t 100
-
.s —1= : �. � ~*-•--,� � �-�- i � � � J—k �=-- � _ i`. .L._� -C--'r
r
MDNI►, tJPMure 61:MhF. P.A.
ww.
125 — =3'i15 95 :1. . {_ — _ t = `�_.
. 95
131+00
DPECTOR4
PL)RJC WORII3AND er+NorA*Nr
.OF
120 6MAgg �
OOPWM=SANITARY BEWBi FORGE LFMI
t 15 _. I — t17
-+---+_
{-
CAW wacAL�
FHB-02500-2FORT BRAGG, NORTH CAROIJNA
..•
�-
_ -
.. �, -- ... .'-..- - _ I _ _ w .p
M1--•� 'L -
STA. 131+00.00
910MM dTAW Bt:IICG SPFL. N]. FFOYlDfFY
_ _ _ �,�,,,
_ i _ -� "_
115 -'-
119t00 120+00 721+00 122+00 123+00 124+00 125+00 125H00 128+00 727+00 128+00 129+00 130+00

J D COAST LYK + .
/ I S"ABGRAILROAD
RAABD,R
SEW AND MULCH DISTURBED
AREAS AS SPECFIED (TYP.) •
PROPERTY BOUNOATO'
DM, 3F DIP A�A� ` AND ULTRASONIC�OW
PLANT OUTFALL LINE b+OD METERING SEE SWEET B.
A�T� 6 SDR 215ypC20'{` _ yJ EXIST. PMWI L FLUME
FORCE MAIN 457,u E !{7 eze 7" AND ULTRAS MC, FLOW
PROPFATY BOUNDAIFT ME(EpXIO,
rtA M 0?y356T / 'urDD
EXIST. 24' CUWERT
ZZ A Ea+
\ N 2l Sss
Uy� E EXIST.
CIWx SM 142+•7A25 FM-1 5T• A ...T
N LINN FERCE MWE MAIN
21 PVC
„ 7-� A wA9• /... j \\ - E105.5E STA. 143+04.25 COIN CONCRETE
BASELINE / AT EMST. JUNCTION BOX
EXIST.
/ XFADWOINKS RNS BUILDING
J / NOTE;
1. BEARINGS AND DISTANCES REFER TO BASELINE. ORFCDONAL
'$ CHANGES IN FORCE MAIN ALIGHWENT ME MADE BY 14{' M.
j 25 0 50 RADIUS DEFLECTIONS OF C MR 21 PVC FORCE MAIN EXCEPT
I/ � WHEERE BQIDS ARE SPECBTCAILY GLLIDR (T1 FOP.)
SCALE IN FEET 2 TWNEW r FORCE MAN SHAIl BE RACED SO THAT ALL P14E
TREES WMIN THE UMITS OF ED FROM
INJURY DEFLECT FORCE MAIN AIJO TTOMAYOID�PINE TREES.
tto -
105
s
DIIBCIORATE OF n10.1c wOfKe AND ENIARKN+eR
90
"I ._ � �J - _ .� TORT RATIO MCMTIN MO IlA
I i CONBT M.T BATfMRY LE WM FORCE NMI
t i. 1 —+ _ —
_c
-- _ — —
r iT
L �� c FORT BRA09, NORTH CAROUNA
i .� 1 - _-�
__ - _ �STA. 142+7&25
_j 1- - - l +wLE: �v soW+ w.w MI- js[ Na FB-0maP-:
-- = z
13t+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+60 143+00 i ate- Rcluorw

POWER REQUIREMENTS
3 PH,ASE. 240 VOU
3 "RE, 100 AMPFAES
4' %G TARS
CLASS 5 35' CREOSOTE I
TREATED WOOD POLE r
3-/4, 1-18 OR IN i 1/Y C
15 AMP, 2 POLE NEMA 3R
SERVICE SWITCH -FUSED
(FOR 11G117)
1CO AMP 3 POLE NEMA
3R SERVICE SWITCH
FUSED 0 1DO AMPS
JR HDBC
CR
GROUND
GUY WIRE
240 VOLT AREA
LIGNT, 2L1FT
MOUNTING HE)"
2-/14, 1- 14
OR N I/t C
TO AREA LIGHT
METER BASE
3/4' COPPER WELD
GROUND ROD-10' LONG
u
DRNEN BELOW GRADE
1-/6 OR IN 1 1/t C
ELECTRICAL SERVICE POLE
- 1 B
N.T.S.
TRENCH NOT IN ROAD I TRENCH N ROAD
I TYPE 1-2 fNNMINOU$
CONCRETE SURFACE COURSE
REQUIRED TO MATCH
/WHERE
EKISRNG
1Y ,
FOR OOUfiE PfPE^,r...:I
SECTIONS MAINTAN
rt�•a
I1MlI
17 MIN. SEPARATKNM
BETWEEN D.D. OF
1LY AGGREGATE BASE
%PE (m.j
COURSE
e1l
mill
IFIIF
TO 81 DENSIITTYY IN
ROADS
SELECT BACKFILL
COMPACTED TO 98X
DENSRY PLACED IN
6' LIFTS UNDER
b
SELECT COMPACTED
COMPACTED
ROADS AND 1Y UFTS
U
COMPACTED TO
I
[N
GSEUECrRANIILLL
PLACED N 6 LIFTS
DENSITY ELSEWHERE
ERE
�
Mo. OD.
> 1Y: 1/ PIPE O.D.
CkANUVMi BEDDING
MATERIAL
DEPII!
<- 14': 1 4 PIPE O.D.
4. > 14': 1/i %PE O.D.
0
17
MIN.
PIPE
PIPE
BEDDING, OPEN CUT AND PATCH
- 19 N.T.S.
B 6' CHAIN LINK FENCE AND DOUBLE SWING GATE
CONC. THRUST I /
BLOCK r
Rim
/4 O 17 EW6
B MIN
BEND A
P
�UNDISrUR ED EARTH
V OR FlRM STIBGRADE
SECTION
19'9 N.T.S.
TABLE OF DIMENSIONS
PIPE SIZE
(INCHES)
BEND
1
1
D61ENSIONS
D
I E
F
G (MIN.)
6
901'-
r
6 1
45
1 I.-(f
1 1-2.
E
E THRUST BLOCK FOR BENDS
19 N.T.S.
OR CORE DRILL HOLE
MFRI. REQUIREMENTS
PE �1 ANDMR kARIEJ
RUBBER 1011
CONNECTOR
GDNCRETE WALL
C WALL PENETRATION
\zr!l N.T.S.
EXIST. CREEK
BANK (TYP.)
=
_ I"- 6' DIP BEND. 4 PER
NOTE CROSSNG. SEE PLANS
PROVIDE 'I:TO MAINTAIN 3' MIN I FOR DEGREE OF BEND
COVER UNDER CREEK AND AT
BOTH BANKS
C SDR 21 P/C
FORCE —
4) RIVER/STREAM CROSSING
19 N.T.S.
NJHDDDs, "p =U h g-_': s, P.A.
e