WQ0035351_Regional Office Historical File Pre 2018

f
NCDENR
North Carolina Department of Environment and Natural Resou
Division of Water Quality
Beverly Eaves Perdue Co een H. Sullins
Governor Director
May 11,2011
United States Department of Veterans Affairs
Mr, Joseph M. Laurer, Assistant Chief Engineer
1601 Brenner Avenue
Salisbury, NC 28144
Dee Freeman
Secretary
Subject: Permit No, WQ0035351
Hefner Veterans Affairs Medical Center -
Building 42 Phase it
Wastewater Collection System
Rowan County, North Carolina
Dear Mr. Laurer,
In accordance with your application received on May 3, 2011, we are forwarding herewith
Permit No. WQ0035351 dated May 11, 2011, for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter
shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application, It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.EA through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board,
Mooresville Regional Office
Location: 610 East Center Ave., Suite 30 s Maoresv6e, NO 28115
Phone: [phone] \ Fax' [phone] \ customer Service: 1-877.623-6748
Internet: htnp:;iportaLnccier ecrt 'a,`ct

Mr, LapOr,y4,44
May 11, 2011
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to The United States Department of Veterans Affairs for the construction and operation of 181
linear feet of 8-inch gravity sewer and the discharge of Zero (0) gallon per day of collected domestic
wastewater into Salisbury -Rowan WWTP Grants Creek Train) existing sewerage system pursuant to
the application received May 3, 2011, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit
The sewage and wastewater collected by this system shall be treated in the Grants Creek
Wastewater Treatment Facility P (NPDES No,NC0023884) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Salisbury. The City of Salisbury must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00019 permit requirements.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit, This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr, Samar Bou-
Ghazale at [phone].
Sincerely;
"13
fbr Colecn 11 Sullins, Director
ce: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC.2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a narne change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable, the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone] as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following'
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc; or
b Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

}
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part1 of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 11 th day of May 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
3 1_Z---
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035351

Fast Track Engineering Certification
May 11 2011
OwnerlWQCS
Permit No, WQ0035351
Hefner Veterans Affairs Medical Center -Bldg 42 PH II
United States Department of Veterans Affairs
1601 Brenner Avenue
Salisbury, NC 28144
PE
W: Larry Lockhart, Jr
ColeJenest & Stone,PA
200 S. Tryon St., Suite 1400
Charlotte, NC 28202
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater,ollection
system extension
• Supporting design calculations. (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, permit
modifications are senuired for any changes resultinain non-compliance with this permit, regulations ar
minimum design criteria:
This project shall not he considered oc.),,mpiete nor allowed to operate untie this Engineer's Certification and aOl
required supporting documentation have been received by the Divison. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial Final El
, as a duly registered Professional Engineer in the State of North Carona, having, been
authorized to observe ( Ej periodically, weekly, El full time) the construction of Sanitary Sewer Extension to
serve Hefner Veterans Affairs Medical Center -Building 42 Phase II, a Rowan County project for the Permittee,
hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2T; the Division of Water Quality's(Division) Gravity Sewer Minirnum Design Criteria adopted February 12,
1996 as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June '1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification, is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
4

0 1 b.
1c
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
egal Name (e mpany, municipality, HOA, utility, etc.
Joseph M. Laurer -• Assistant Chief Engineer
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (
The legal en
Individual
}
or authorized signing offici
who will own this system is:
Federal Q Municipality 0 St aunty El Private Partnership © Co
• id, 1601 Brenner Avenue Ie.
• Mailing Address City
1f. North Carolina 1g 28144
State
• 1h. (704) 638;9000 x2333
Telephone
q l 2. F rQiect tFactlity) i
2a. Hefner Veterans Aff
Brief Project Name
V. Larry Lockhart, Jr, PE
Fa
nY
Cente
er to this name)
Name and Affiliation of Someone Who Can Answer Cluestions Abou
3b. [phone]
Phone Number
Project is � , New 0 Modification (of an existing permit)
ion
Salisbury
Zip Code
joseph.laurer@va.�jiSSO
E-mail
Rowan
County Where Project rs Located
this Application
I Iockhartpcolejeneststone.com
E-mail
ion, Permit No.:
TY
2. Owner is Public (skip to Item B(3))
2a. If private, applicant will be:
Private (go to Item 2(a))
2b. If col¢, facilities owned by a (must choose one)
piRetaining 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 8(2b))
Salisbury -Rowan Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wast
4a, Salisbury -Rowan Wastewater Treatment Plant
5a
Name of WWTF
�..w._ Salisbury -Rowan
Owner of Downstream Sewer
The origin of this wastewater is (check,
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
Restaurant
Office
Sewer Siz
hat apply):
Gravity
Force Main j Permit # of Downstream Sewer (tnstru
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction. D)
ater From This Project
4'b. NC0023884
WWTF Permit No,
Retail (Stores, shopping centers)
Institution
Hospital
Church
Nursing Horne
Other (specify): e,Tttltuer
10Q % Domestic/Commercial
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to e allocated or eermitt .d for this particular project: Q� , , , gallons per day
*Do not include future flows or previously permitted allocations
the permitted flow is zero, indicate why: (BEDS ARE BEING RELOCATED FROM AN EXISTING FACILITY ON
CAMPUS; NO ADDITIONAL NUMBER OF BEDS)
pPump 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)
12/07

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).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
. 181
Gravity
G
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D
Pump Station Location ID _ (self chosen - as shown on plans/map for reference)
TION (CONTIN
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlMTS;
2 - portable generatorwlMTS
Force Main Size
Force Main Length
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
a
E
Ct
0
tL
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generatorwlMTS
Force Main Size
Force Main Length
Z
H
2
Le
Pump Station Location ID _ (self chosen - as shown on planslmap for reference)
IL
a.
Ca
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
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?
D Yes ►2 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
FTAI2107

0
14.. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Ell Yes Ej No El N/A
Sedimentation and Erosion Control Plan? Yes 0 No N/A
Stormwater? Yes LI No 0 N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six monthq
Check if Yes: 0 and provide details
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Joseph M. Laurer, attest that this application for Hefner Veterans Affairs Medical Center - Building 42 Phase 11 has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if alt 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 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any applicat n hall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as w as civil penalti 25,000 per violation.
)11
Signature
ENGIN NG DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLIC ION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T 0305
Professional Engineers Certification, (Signature of Design Engineer and Project Name)
1, W Larry ockhart, Jr., attest that this application for Hefner Veterans Affairs Medical' Center - Building 42 Phase II 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. 1 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 1 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 143-215.6B, 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.
2a, W. Larry Lockhart, Jr., PE
ProfessionalEngineer Name
2b, ColeJenest & Stone, PA
Engineering Firm
2C„ 200 South Tryon Street, Suite 1400
Mailing Address
2d. Charlotte 2e, NC 2f. 28202
City State Zip
2g, 704-376-1555 2h, 704-376-7851 2i. [e-mail]
. .
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA12/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flo v Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: US Veterans Administration Hefner VA Medical Center
Project Name for which flow is being requested: Building 42 Phase_ II
More than one FTSE-1O/47 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: bur Rowan Clt%lifies WWTP Grant Creek Train
b. WWTP Facility Perrnit : NC0Q23,884
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
7.500
0.313
5.324
0.000
5.637
75.15%
I. 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.
(Finn/Design) Daily Flow, MGD
III. Certification Statement:
I, ,Jf f, '5,/ &AtA.SS certify that, to the best of my knowledge, 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 is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which t am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing official Signature'
Date

Aron ;.:tu,
flfk
antra truth ink S � rert, Atr Cklado07 NC 8Z0
nor3r,67851, 7Chi ,�e..o wt4t ,A ,t
NOTES:
SITE DISCHARGES INTO GRANTS CREEK AND THEN
TO THE YADKIN RIVER,
TOPOGRAPHICAL INFORMATION TAKEN FROM
UNITED STATES GEOLOGICAL SURVEY —
SALISBURY, NC, 7,5 MINUTE SERIES QUADRANGLE,
35080—F4—TF-024, DMA 4955 NI NW —SERIES
V842, DATED 1987.
Building 42 Phase II
(Bed Tower)
USGS LOCATION MAP
SALISBURY, NC
HEFNER VETERANS AFFAIRS
MEDICAL CENTER
SALISBURY, NORTH CAROLINA
Project No. 3995,00 I I t1
Issued: 01118111 i.M�f U
Scale: N.T.S. Sheet 1 of 1

est
shapin.c„ Lef0e-onment
Rezdt.nrig the Poy0.6,1i7Ate,
land Piarmir.0...1
rld5 AFch itrc Uirt,
titlx.inr.)100qr
20a Sot,k7r Tryon Sv'e,ct, 1 o.o c2,-,,lar',....otte, NC 28202
704 376 1 55 0 704 376 7851. wee, v., .0o tone. corn
ENGINEER'S REPORT NARRATIVE
Hefner Veterans Affairs Medical Center
uilding 42 Phase II (Bed Tower) project
Salisbury, North Carolina
AoDticant Contact ¶nformaton
kNA"rEfi QUALITY,
MOORE', REGV)NAL (DFFICE
Address W.G. (Bill) Hefner Veterans Affairs Medical Center
1601 Brenner Avenue
Salisbury, North Carolina 28144
Mr. Joseph M, Laurer
[phone], extension 2333
Civil Engineer Contact Information
Address: ColeJenest and Stone, PA
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
Mr, W, Larry Lockhart, Jr,, PE
[phone]
Project Description
Hefner Veterans Affairs Medical Center will construct a Bed Tower on the campus located
in Salisbury, North Carolina, The proposed sanitary sewer will serve the Bed Tower
building.
The proposed 8" sanitary sewer wilt connect to an existing 8" private sanitary sewer
located on the Campus. This existing 8" sanitary sewer will eventually tie into the existing
10" public sanitary sewer line at the western corner of the campus. The public sanitary
sewer is operated and maintained by Salisbury -Rowan Utilities, A Flow Acceptance Letter
is included; however, as the project only relocates existing beds from the existing Building
#42 to the new Bed Tower, there will be no additional flow required,
The following infrastructure components will be utilized within the project Omits only
1 New 8'' ductile iron pipe
2, New sanitary sewer manhole
181 LP
2 each

200 South Tryon Street, Suite i400 Charlotte, NC 28202
p+704 376 1555 f+704 376 7851 urltwww.colejeneststone.com
CoIeJe est
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
ENGINEER'S REPORT NARRATIVE
Hefner Veterans Affairs Medical Center
Building 42 Phase II (Bed Tower) project
Salisbury, North Carolina
Applicant Contact Information
Address: W.G. (Bill) Hefner Veterans Affairs Medical Center
1601 Brenner Avenue
Salisbury, North Carolina 28144
Mr. Joseph M. Laurer
[phone], extension 2333
Civil Engineer Contact Information
Address: ColeJenest and Stone, PA
200 South Tryon Street, Suite 1400
Charlotte, North Carolina 28202
Mr. W. Larry Lockhart, Jr., PE
[phone]
Protect Description
Hefner Veterans Affairs Medical Center will construct a Bed Tower on the campus located
in Salisbury, North Carolina. The proposed sanitary sewer will serve the Bed Tower
building.
The proposed 8" sanitary sewer will connect to an existing 8" private sanitary sewer
located on the Campus. This existing 8" sanitary sewer will eventually tie into the existing
10" public sanitary sewer line at the western corner of the campus. The public sanitary
sewer is operated and maintained by Salisbury -Rowan Utilities. A Flow Acceptance Letter
is included; however, as the project only relocates existing beds from the existing Building
#42 to the new Bed Tower, there will be no additional flow required.
Charlotte -
Raleigh
Wilmington
CA
.
�� ��� I`
i•f
r'
SEAL
035842
• - •
25/1/
The following infrastructure components will be utilized within the project limits only:
1. New 8" ductile iron pipe
2. New sanitary sewer manhole
181 LF
2 each

enest
one
'Shaping tht,' Envirosmost
ReaSsnq
Date:
Reference:
Attention:
Company:
We Are
Transmitting:
Transmitted
Via:
Remarks:
By:
cc:
R;3„„ss-,.•
DIVISON QUAL
M 0 0 RES,Si„Ln ss —JRANSMITTAL
May 2, 2011
3995 — Hefner Veterans Affairs Medical Center —
(Building 42 Phase II — Bed Tower)
Ms. Dee Browder
North Carolina Department of Environment
and Natural Resources
Mooresville Regional Office
Division of Land Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Tei
704-663-1699
2
Herewith
Linder Separate Cover
Fast Track Application for Gravity Sewers, Pu
Stations and Force Mains
0/11 Application Fee (Check No.1846: $480.00)
04/25/1
ea, /18/11
1 02/25/11
LT Mail
Engineer's Report Narrative
Topographic Map "
Flow Acceptance Form
Overnight El Courier 0 Hand Delivery
For Approval D For Your Use 0 As Requested
El Pick -Up
For Review
The attached is being submitted for sanitary sewer review, Please
contact us with any questions or comments,
ark R McAuley, El, LEED AP
Mr, Cullen Keen, AIA — RPA
Mr, W. Larry Lockhart, Jr , PE — CJS
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Permit Number WQ0035351
Central Files: APS� SWP!
05/10/11
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
0
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Hefner Veterans Affairs Medical Center -Building Minor Mooresville
42 Phase II
Location Address County
Rowan
Owner
Facility Contact Affiliation
Owner Name
United States Department of Veterans Affairs
Dates/Events
Orig Issue
05/11/11
App Received Draft Initiated
05/03/11
Scheduled
Issuance
Owner Type
Government - Federal
Owner Affiliation
Joseph M. Laurer
1601 Brenner Ave
Salisbury NC 28144
Public Notice' Issue
Effective Expiration
05/11/11 05/11/11
Regulated Activities Reuested/Received Events
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin