WQ0035871_Application (FTSE)_20120409

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
OENR-FRO
APR 92012
DWa
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
2. Owner's or signing official's name and title (15A NCAC 2T .0106):
3. Name and complete address of applicant:
City: State: Zip:
Telephone number: ( ) Facsimile number: ( )
4. Project name (name of the subdivision, facility or establishment, etc.): WATER AND SEWER
EXTENSIONS FOR CAMPBELL UNIVERSITY SCHOOL OF OSTEOPATHIC MEDICINE
5. County where project is located: HARNETT COUNTY
6. Fee submitted: $ 480 (See Instruction C.)
7. Name and complete address of engineering firm: STEWART ENGINEERING, INC.
421 FAYETTEVILLE ST, SUITE 400
City: RALEIGH State: NC Zip: 27601
Telephone number: (_919 ) 380-8750 Facsimile number: ( 919_ ) 380-8752
8. Name and affiliation of contact person who can answer questions about application:
ROY LORENZEN, PE
H. PERMIT INFORMATION:
CAMPBELL JERRY M WALLACE . PRESIDENT
P.O.BOX 97
UNIVERSITY BUIES CREEK, NC 27506
PAY THE
SUM OF
PAY
TO THE
ORDER
OF
FOUR HUNDRED EIGHTY AND 00/100 DOLLARS
NCDENR
1641 Mail Service Center
Raleigh NC 27699-1641
DATE
j 01/20/12 1

BB&T 66-112/531
CHECK NO 0054216
l_2*******480.00 1
CAMPBELL UNIVERSITY
FORM: PSFMGSA 03/08 Page 3 of 6

WAZ,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ter FAST -TRACK APPLICATION
(FTA 12/07 ver5)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection % 20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

r ❑ G. • Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J.
Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Hamett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
. Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
For more information, please visit our web site at:
http://h2o. enr. state.nc. us/peres/Collection%20Systems/CollectionSystemsHome. html
or contact the Regional Office serving your county.
FTA 12/07

. USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ),ve„D D %
1. Owner/Permittee:
la. Harnett County Department of Public Utilities
Full Legal Name (company, municipality, HOA, utility, etc.)
Olb. Steve Ward, Director, Hamett County Public Utilities
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
Q lc. The legal entity who will own this system is:
2 • Individual • Federal ►/ Municipality ■ State/County • Private Partnership • Corporation • Other (specify):
0 1 d. 700 McKinney parkway 1 e. Lillington
LL Mailing Address City
Z 1f. North Carolina 1g. 27546
Z State Zip Code
0 1 h. 910-893-7575 1 i. 910-893-6643 1 j. sward©harnett.org
17,Telephone Facsimile E-mail
V 2. Project (Facility) Information:
2a. Water and Sewer Extensions for Campbell University School of 2b. Hamett
O. Osteopathic Medicine County Where Project is Located
O. Q 3. Contact Person:
Q3a. Roy P. Lorenzen, Senior Project Manager, Stewart Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-866-4813 3c. [e-mail]
Phone Number E-mail
1. Project is ►/ New • Modification (of an existing permit) If Modification, Permit No.:
Z
0
F—
Q
0
LL
Z
B. PERMIT
2. Owner is i1 Public (skip to Item 8(3))
• Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
■ Retaining Ownership (i.e. store, church, single office, etc.) or
• Leasing units (lots, townhomes, etc. - skip to Item B(3))
• Selling units (lots, townhomes, etc. - go to Item B(2b))
• Public Utility (Instruction C)
• Homeowner Assoc./Developer (Instruction D)
3. Harnett County Public Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. North Hamett Regional Sewer Plant 4b. NC0021636
Name of WWTF
WWTF Permit No.
5a. HCDPU
5b. 6",8",12",21",36"
Gravity
5c. W00031345M, WQ0002841,WQCS00166
Owner of Downstream Sewer
6. The origin of this wastewater is
Receiving Sewer Size
(check all that apply):
►i1 Force Main
Permit # of Downstream Sewer (Instruction E)
% Domestic/Commercial
INResidential Subdivision
• Apartments/Condominiums
•
■
Retail (Stores, shopping centers)
Institution
% Industrial (attach
•
►�1
•
•
Mobile Home Park
School
Restaurant
Office
•
■
•
•
Hospital
Church
Nursing Home
Other (specify):
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 13,130 gallons per day
8.
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
■ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
1,313 students x 10 gal/day = 13,130 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8" PVC
8" DIP
Length (feet)
New Gravity or Additional
Force Main
G"11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
Pump Station Location ID (self chosen - as shown on plans/map for reference)
De�MGD)ign ow Operational Point
GPM @TDH
v
0
0
Z
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size ! Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size " Force Main Length
2 - portable generator w/MTS
ce !Pump Station Location ID (self chosen - as shown on plans/map for reference)
aDesign Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No
If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No Z N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details
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1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a.
1, Steve Ward, attest that this application for Water and Sewer Extensions for Campbell University School of
Osteopathic Medicine 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 application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. Note: In
accordance with North Carolina General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
include a fine not to eked $10, 0C1{J as well as civil penalties up to $25, 000 per violation.
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY,
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Roy P. Lorenzen attest that this application for Water and Sewer Extensions for Campbell University School of
Osteopathic Medicine has been reviewed by me and is accurate, complete and consistent with the information in the
engineering plans, calculations, and all other supporting documentation 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, Gravity
Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in
accordance with Division guidance. Although other professionals may have developed certain portions of this submittal
package, inclusion of these materials under my signature and seal signifies that / have reviewed this material and have
judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.68, any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000
per violation. 3r8„,r
2a. Roy P. Lorenzen
Professional Engineer Name
2b. Stewart Engineering Inc.
Engineering Firm
2c. 421 Fayetteville Street, Suite 400
Mailing Address
2d. Raleigh
City
2e. N.C> 2f. 27601
State Zip
2g. 919-866-4813 2h. 919-380-8750 2i. [e-mail]
Telephone Facsimile E-mail
FTA 12/07

Action ID. 2012-00373
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Harnett
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Owner / Agent: Campbell University, Incorporated_
Address: Attn: James Roberts
143 Main Street
Buies Creek, North Carolina 27506
Telephone Number: 910-893-1240
Harnett County Public Utilities
Attn: Steve Ward
700 McKinney Parkway
Lillington, North Carolina 27546-1119
910-893-7575
Size and Location of Property (waterbody, road name/number, town, etc.): The project area is located along
the south side of Highway 421 from West Buies Creek to Pearson Road in Buies Creek Township, Harnett County,
North Carolina.
Description of Activity: The project purpose is to construct a sewer line which will connect to an existing pump
station west of West Buies Creek and provide sewer service to the proposed Campbell University School of
Osteopathic Medicine building. The applicant proposes to jack and bore the sewer line under West Buies Creek
and has designed the line to avoid impacts to jurisdictional waters by placement of the line in upland areas and
along the Highway 421 right-of-way
Your work as proposed does not require Department of the Army authorization for the following reason(s):
_ There -are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not impact jurisdictional waters or wetlands.
_ The proposed project is exempt from Department of the Army regulation.
Specify: Based on review of plans and submitted information, the proposed project will avoid impacts to
jurisdictional waters via the use of jack and boring techniques and the placement of the line
in upland areas.
This Department of the Army determination does not relieve the permittee of the responsibility to obtain any other
required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
For any activity. within the twenty coastal counties, before beginning work, you must contact the N.C. Division of
Coastal Management in in Wilmington, NC, at [phone]. to discuss any required State authorization.
Any changes in the above described work must be coordinated with the Co s of Engineers prior to
commencement. If you have any questions regarding the Corps of Engrs regulatory program, please contact
Crystal Amschler at telephone number (910
Regulatory Project Manager Signature
Date: 03/22/2012
Copy Furnished:
Stewart Engineering, Inc
Mtn: Mr:_Roy L• yenzen
421 Fayetteville; Street,. Suite 400
Raleigh, North Carolina 27601

www.rtawart•ang.com
STEWART
HARNETT COUNTY DEPT. OF PUBLIC UTILITIES
WATER & SEWER EXTENSIONS
FOR CAMPBELL UNIVERSITY SCHOOL OF OSTEOPATHIC MEDICINE
PRELIMINARY ENGINEERING REPORT
January 26, 2012
By:
Stewart Engineering, Inc.
421 Fayetteville Street
Suite 400
Raleigh, North Carolina 27601
1. PROPOSED PROJECT
The Campbell University School of Osteopathic Medicine (CUSOM) will be located in
Buies Creek, NC bound by the Keith Hills Golf Course on the South, US 421 on the
North and Pearson Drive to the East. The Preliminary Engineering Report describes
Phase I water and sewer infrastructure necessary to serve the CUSOM project site.
Approximately 2,400 linear feet of 8" gravity sewer and 3,000 linear feet of 8" water
main will be constructed in Phase I. A project map can be found at the end of this
report.
A. Existina vs New Facilities
The provision of Infrastructure to serve the CUSOM campus includes the
construction of roadway, curb and gutter, storm drainage as well as water
distribution and sewer collection mains. These project components will all be new
facilities; however the provisions of water and sewer will be an extension of the
existing Harnett County water and sewer systems.
2. ALTERNATIVES FOR SERVICt
The alternatives for serving the proposed site include the construction and the
extension of water and sewer services. Harnett County Department of Public Utilities is
the only feasible choice for extension of the water and sewer mains because of their
proximity.
A. Existina Site Conditions
The existing site conditions will not present any construction problems or limitations
that cannot be overcome with modern construction techniques.
3. CONTRACTING PROCEDURE
It is anticipated that Harnett County will follow a formal competitive bidding process.
There will be one contract for the installation of both the water and sewer system
extensions.
4. USEFUL LIFE OF PROPOSED FACILITIES
The useful life of the project facilities is estimated to be 50 years. This considered a
conservative estimate based on experience with similar installations. The estimate
assumes that proper maintenance of the piping systems is achieved throughout the life
cycle. The sewer extension for the project will flow toward HCDPU Pump Station #9.
As such, mechanical systems are anticipated to require periodic maintenance and
replacement of machinery.
ENGINEERING. INNOVATION. SOLUTIONS.T"
421 FAYETTEVILLE ST. RALEIGH, NC T 919.380.8750
SUITE 400 27601 F 919.380.8752

c
S T E WA R T 5. COST OPINION
A detailed cost opinion including unit prices can be found at the end of this report. The
combined total project construction cost opinion is $ 293,700.
A. WATER DISTRIBUTION AND SEWER COLLECTION SYSTEMS
The water distribution and sewer collect portion of the project including 8" gravity
sewer and 8" water main, manholes, sewer services, water services, valves, erosion
control and miscellaneous appurtenances is estimated at $232,400. The total
project cost for water and sewer system construction including engineering,
construction observation and contingency is estimated at $293,700.
6. REOUIRED PERMITTING
The permits required for construction of this project include the following:
A. North Carolina Department of Environment and Natural Resources
Much of the permitting required for this project will be through the following
Divisions of NCDENR.
1. Division of Land Resources: Approval of the project sedimentation and
erosion control plan must be obtained before beginning construction.
2. Division of Environmental Health, Public Water SUDDIv Section:
Approval of the plans and specifications for water systems construction is
support of an "Authorization to Construct".
3. Division of Water Quality: Submission of the DWQ's Fast =Track permit
application for construction of gravity sewers.
B. North Carolina Department of Transportation
The NCDOT will require an encroachment agreement for the waterline connection
and the sewerline installation since both have construction in the US 421 right-of-
way.
C. US Army Corps of Engineers
Wetlands exist on the project site. It is likely a "Pre -Construction Notification" will
be required for approval by the Wilmington District Office of the Army Corps of
Engineers. The wetland impacts will be temporary and approval will be through a
Nationwide Permit.
7. PRELIMINARY PROJECT SCHEDULE
The timeline for completion of the CUSOM project calls for the facility to be operational
by May 1st of 2013. In order to meet this requirement, construction must begin by July
of 2012, assuming a 6 month construction period and a project completion of January
2013. Therefore design and permitting must be completed by May 2012 in order to
solicit bids and award the project in time to begin construction in early July 2012.
2 of 3

4.
STEWART
This Preliminary Engineering Report is respectfully submitted this 26th day of January
2012.
STEWART ENGINEERING, INC.
orenzen, P.E.
late Vice President/`
Senior Project Manager
Enclosures
3 of 3

Harnett County Depart of Public Utilities
P.O. Box 119
308 West Duncan Street
Lillington, NC 27546
Water and Sewer Extensions
For
Campbell University School of Osteopathic Medicine
Opinion of Probable Cost for Water and Wastewater
Date: 01.26.12
Item Description Quantity Unit Price Total
Water
1 Mobilization (3% max) 1 LS $ 2,480.00 $ 2,480.00
2 Survey Staking 1 LS $ 1,500.00 $ 1,500.00
3 Traffic Control 1 LS $ 2,000.00 $ 2,000.00
4 Fire Hydrants 3 EA $ 4,000.00 $ 12,000.00
5 6" PVC 212 LF $ 20.00 $ 4,240.00
6 8" PVC 1990 LF $ 22.00 $ 43,780.00
7 Tapping Sleeve and valves 2 EA $ 7,000.00 $ 14,000.00
8 Pavement Repair 1 LS $ 2,000.00 $ 2,000.00
9 Blowoff 1 EA $ 2,000.00 $ 2,000.00
10 Testing 1 EA $ 2,000.00 $ 2,000.00
$ 86,000.00
Sewer
1 Mobilization (3% max) 1 LS $ 4,300.00 $ 4,300.00
2 Survey Staking 1 LS $ 3,500.00 $ 3,500.00
3 Clearing 1 LS $ 6,000.00 $ 6,000.00
4 Grassing and mulching 3400 LF $ 4.00 $ 13,600.00
5 Stone for driveway repair 30 Ton $ 15.00 $ 450.00
6 8" Gravity Sewer 2400 LF $ 36.00 $ 86,400.00
7 16" Steel Casing (B&J) 50 LF $ 150.00 $ 7,500.00
8 Manholes 11 EA $ 4,500.00 $ 49,500.00
9 Testing 1 EA $ 3,000.00 $ 3,000.00
$ 146,400.00
TOTAL $ 232,400.00
Engineering $ 49,300
Engineering observation $ 12,000
Lands and rights of way $
Contingency $ 12,000
Total Opinion of Cost $ 293,700

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INTERIOR- ONILOOIUL SURVEY, RES I ON, VNOINIA- 2000
ROAD CLASSIFICATION
Primary highway Light -duty road, hard or
hard surface improved surface
Secondary highway
hard surface ........ Unimproved road
SiE
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rcn Fan 1000 8100 0000 10000
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4
RECENED
pF wAr State of North Carolina
O % as m 30 20IZ Department of Environment and Natural Resources
r Division of Water Quality
solsectiott
0 y acking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Harnett County Dept of Public Utilities
Project Name for which flow is being requested: Sewer Extension for Campbell University
School of Osteopathic Medicine: Flow = 1,313 Studentsxl Ogallons/day = 0.013130 MGD
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay Varina Allocated Flow
Lillington Allocated Flow
Harnett County
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow + Request
Angier Actual + Obligated Flow
h. Percent of permitted flow used
Fuquay Varina - (1.18316 MGD / 2.6 MGD)
Lillington — (0.644800 MGD / 1.2 MGD)
HCDPU - (0. 699910 MGD / 1.8 MGD)
Angier — (0.43425 MGD/ 1.008 MGD)
5.6 MGD
2.60 MGD
1.20 MGD
1.80 MGD
1.008 MGD
0.55370 MGD
0.159168 MGD
0.163800 MGD
0.195780 MGD
0.03500 MGD
2.438 MGD
1.024 MGD
0.481 MGD
0.491 MGD
0.442 MGD
0.013130MGD
3.00487 MGD
1.18316 MGD
0.644800 MGD
0.699910 MGD
0.477000 MGD
53.65% (Overall)
44.35%
53.73%
38.88%
43.08%

II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow MGD
HCDPU SLS # 9 0.343MGD 0.176 MGD
HCDPU Regional SLS # 120 13.0 MGD 1.957 MGD
III. Certification Statement:
I, Steve Ward — Director of Public Utilities_, certify that the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project will not cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant. This certification applies to those items listed above in Sections I and
II for which I am the responsible pty. Signature of this form indicates acceptance of this
wastewater flow.
Signing Official Signature
11— 1'—
Date

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Hamett County
Campbell University — School of Medicine
Professional Engineer Name
Engineering Firm Name
Roy Lorenzen
Stewart Engineering, Inc.
Location
ID
Name of Waterbody1
West Buies Creek
County
Harnett
River
Basin
Cape Fear
Waterbody
Stream Index No.
18-18-2-(2)
Waterbody
Classification
WS-Iv
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
l certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date ►
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
Page 1 of 1

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hard surface improved surface
Secondary highway
hard surface ........ Unimproved road
0
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STEWART
LETTER OF TRANSMITTAL
TO
FROM
DENR-FRO
APR z b 2012
DWQ
NCDENR - Division of Water Quality
Roy P. Lorenzen
225 Green Street, Suite 714.
Senior Project Manager
Fayetteville, North Carolina 28301-5094
[phone]
Attention: Trent Allen
DATE
SENT VIA
04/25/12
UPS Ground
PROJECT NUMBER
PROJECT NAME
C10030
Water and Sewer Extensions for Campbell University
School of Medicine
COPIES DATE
DESCRIPTION
1
4/19/12
Original Fast Track Application
1
4/19/12
(Copy) Fast Track Application
gFor
approval
0
For review & comment
C
Returned for corrections
For your use
Approved as submitted
Returned after review
gAs
requested
Approved as noted
C
Resubmit copies for approval
COMMENTS
Find attached the requested Fast -Track Application for the gravity sewer submittal
for the Water and Sewer Extension for Campbell University School of Medicine.
Please feel free to contact this office if you have any questions or need any additional
information.
SIGNED COPIED TO
Roy P. L j'- nzen
Senior Projecty Manager
Steve Ward, HCDPU
Jim Roberts, Campbell University
ENGINEERING. INNOVATION. SOLUTIONS," 421 FAYETTEVILLE STREET
SUITE 400
RALEIGH, NC T 919.380.8750
27601 F 919.380.8752