WQ0029470_Regional Office Historical File Pre 2018

Michael
'a'a illharn Cy Ross Jr., .Secretary
North Carolina Department ttf Envoronnient and Natural Resources
Alan W Klimek, P.E. Director
Division of Water (ufahtt-
October 31, 2005
Ms. Donna Craft, Vice President
Northeast Medical Center
920 North Church Street
Concord, NC 28025
Subject: Permit No. WQ0029476
Northeast Medical Center
Oncology/Radiology Addition
Northeast Medical Center
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Ms. Craft:
In accordance with your application received on October 19, 2005, we are forwarding herewith
Permit No. WQ0029470, dated October 31, 2005„, to the Northeast Medical Center 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H ,0227 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 2H .0200; 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 §143-215,6A 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
Internet: h2o,er r s
An EquaL Oppgrtunity/Aifirr've A t Employer 50% Pecycteel0% P
C28115 Ph rite. ?Ca) to 3-t' S<7 Fax, [phone]
N( thCarohraa
Japer!/!

rMs Donna Craft
Page 2
October 31, 2005
•
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 Northeast Medical Center for the construction and operation of approximately 334 linear
feet of 12-inch gravity sewer and 132 linear feet of 6-inch gravity sewer as part of the Northeast Medical
Center Oncology/Radiology Addition project, and the discharge of 15,600 gallons per day of collected
domestic wastewater into the Water and Sewer Authority of Cabarrus County existing sewerage
system, pursuant to the application received October 19, 2005, and in conformity with 15A NCAC 2H
.0200; 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 Water and Sewer
Authority of Cabarrus County VVVYTP (Rocky River Regional NPDES No. NC0036269) prior to being
discharged into the receiving stream.
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 Dee Browder at (704)
663-1699.
Sincerely,
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No, NC0036269)
Wesley Sherrill, Site Solution
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; 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 2H .0227, lf an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 name 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 2H .0220, 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.
7 A copy of the construction record drawings shall be maintained on fUe by the Permittee for the life
of the wastewater collection facilities.
8 Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H ,0200; 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.

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 (800) 3 -03 8 or
(919) 33-33 0. Persons reporting any of the above occurrences shall file a spill report by
completing Part I 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 II of Form - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 31 st day of October, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT C MMkSSION
r Alan W. IIime P.E., Director
Division of Water Quality
By Authority of the Environmental Management Comr nission
Permit Number WQ0029470

Fast Track Engineering Certification
Permit No, WQ0029470
October 31, 2005
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 collection
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 required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. 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 Fina
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (LJ periodically, E] weekly, E full time) the construction of the Northeast Medical
Center Oncology/Radiology Addition, Cabarrus 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 2H 0200; 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.
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,

CK APPLICATION for GRAVI".f"I' SEWERS, PIiMP ST"ATIONS, AND FORCE MAINS
PAGE 3
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. O rner:
1 a. Northeast Medical Center
Full Legal Name (company, municipality, HOA, util
lb., Donna Craft , Vice President
y
Application Number:
(to be completed by DWQ
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private PartnershipCorporation ❑ Other (specify):
d. 920 North Church Street 1 e. Concord
Mailing Address
LL
1 f. North Carolina
State
0
City
1 g. 28025
Zip Code
1 h. 704-783-1384 1 i. 704 783-3579 1 j. dcraft@no heastrnedical.org
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Northeast Medical Center Oncology/Radiology Addition 2b. Cabarrus
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person
3a. Wesley Sherrill, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-521-9880
3c. Witesoluti rip .cor t
Phone Number
E-mail
1. Project is New jJ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to Item 8(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
la Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Water and Sewer Authority of Cabarrus County
2b. It sold, facilities owned by a (must choose One
El Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (instruction IV
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River WWTP
Name of WWTF
5a. City of Concord
Owner of Downstream Sewer :Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
5b. 12"Gravity
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
Restaurant
❑ Office
Volume of wastewater to be allocated for his particular project: 1 ,600 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - 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
4b. NC0036269
c
WWTF Permit No.
Permit Number of Downstream Sewer (if known
❑ Car Wash
Ej Institution
Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
% Industrial
Other (specify):
PT n

CATION for G
EWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H1
.0219(1) for item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
300 gpd per bed X 52 beds 15,600gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Length (feet)
12 334
Size (inches)
6
Gravity or Force Mtin
(use the pull down menu)
Gravity
132 Gravity
O ENTER TOTAL LINE LENGTH IN MILES .0883
0
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
O Location ID
(self chosen - as shown on Design Flow
i( plans for cross-reference) (MGD) GPM tt., TDH
CC
0
Operational Point
Power Reliability Option
(1- dual line feed; 2- permanent generator WATS; 3-
portable generator witelemetry; 4-wet well storage)
• 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Purnp Stations and Force
cc Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LLJ Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
CL variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No 4 N/A
Sedimentation and Erosion Control Plan? Ej Yes 0 No N/A
Stormwater? D Yes Ej No NIA
14, Does this project involve aerial lines or siphons? 0
These lines will be considered high priority and must be checked once every six months
PTA ernill Roy 3 11.1815

Jed, '°DETEt M1NINO SEAM CL A,$$1F1CAVlONB FOR
FIST-T A� EWER YST1 i tS)"' tc Nett and record the stream classification data below
e ary). This document Is oval labie from reur web site or by contacting the appropriate Division
regional office see instructions for addresses) Qf Indicate the following:
A Stearn Classification is not needed because all ports of the project are at least 100 feet away from any dcavrn slope
watesrbady, AND,
A Stream Classification is not needed be uss the design does not depend on wet well storage as a power roils
option for any pump station near a Class C down slope waterbody.
ID on &laap
as shown on
Terence)
Ap'p icanre Cart cation:
i1WWarter+dyr Stress Wsrterbady
latatrtxwdy County River Basin lnctex l eMcatlon
OL©R tapogr`tt$
whether a claseific
t In instruction Yt
1, Donna Craft West that this epplcotlon for Northeast Medical Center Onc gy/Redia gy Add on has been reviewed
by me and is accurate end complete to the best of my knowledge. 1 understand that if requrlred parts of this
application are not completed end that If ail required aupponIng doctrm®ntaation and ettachrtaerrts are riot 'included this
application package is subject to being returned as incomplete. Note: In accordance % h North Can ins General
Statutes 143-216, 0A and 143-215 68, ally person who knowingly makes any refs() statement represent:4 im, or
cartfilcallon in any application shall be guilty of Claris 2 misdemeanor, which may Include a tine not tag exceed $10,000
t penalties up to $25, 000 per vtralefkan.
-0
Engineers Certii
l attest that this appfrcati©n for Northeast MCenter Cnckgyr a to o9 y Awn flea bin reo wed by me and is
accinate, crompiete and consistent with the information in the enguraeerrng platrts lrl Dana, Arid all other supporting
documentet on to the best of my knowledge, 1 further attest that to the best of my lhnow sdg ar the peed design has
been prepared in accordance with the app ebls regulettone, Gravity' Sewer l gnbnurn sign Cafl`+ rle for Gravity Sewers
adopted teary 12, 19 , and the Minimum Design Criterie for the Pest-7 r k Perm/Wing ©f Pump Stetien& end Force
Mein adopted June 1, 2000 and the watershed c lesrsdlcation in accordance with f7ivisi©n guidance, Although certain
portions of this submittal package may have been developed by other professionals. .1ncluslon of these materiels under my
sargresture end seal afgnifies that l have reviewed this material and have judged it to be consistent with the proposed design,
Noes: In aw enrlance with NC General Statutes 143-2156A and 143-2165.6B, any pigeon who knowingly makes any false
statement, refresentation, or c tihbalivn in any application shall be guidy of a Claws 2 misdemeanor which may Include a
1Sne not to exceed $IQ, 000 as wee as aid penalties up to $25, t 00 per violation,
.rJ
E, N lne+er Name
'raid S#r^t
Chpti e e NC f_ 2B208
State Zip
2I 2h. 704-621-8955 2R. W®sl�y P tesoiu:I4na
Tel hone Facsimile E-rnall
De
Seal, S r ature & Date

1013105
Per it Number Q0029470 Permit cking Slip
Program Category
Nan -discharge
Permit Type
Gravity Sewer Extensiln, Pump Stations,
Extensions
Primary Reviewer
de.browder
Permitted Flow
15600
Facility
Pressure Sewer
Facility Name
Northeast Medical Center Oncology/Radiology
Addition
Location Address
er
Status Project Type
In review New Project
Version
A
Permit Classification
individual
Per it contact Affi liatici n
tinor
inor Region
Mooresville
County
Cabarrus
Facility contact Affiliation
Owner Name
Northeast Medical Center
Date Events
Ong lease App Received Dra'
Oil9/05
Regula Activ'
Respitel
VVastevwster cerliect+n
Ouffall NitL.
Waterbody Name
nitia
Scheduled
d Issuance
Owner Type
Non -Government
Owner Affiliation
Donna Craft. RN
920 Church St N
Concord
Public Notice Issue
Addition
Addition
Stream Index Numb
NC 8 t
ve Expiration
current class Subbasin

TOPO! map pnnted on OS/31/05 from "Nor
80°37,000' W ?0°3 ,00 3' W WGSB4 0°35.000' W
ulna tpo" and "!Jint teed tp4°'

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
October 17, 2005
W. Brian Batt
City Mtuzager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Davidson Hwy.
NC 78027
NC
428
�.r
Fl).one° 'O4_78tie17;5;
. : 7O4 74:i.1 u64
Subject: F ow Acceptance Request
North East Medical Center — 12 & 6 —inch Sewer Extension at Mali Drive
Dear Mr. Hiatt:
This is in response to th.e subject request for flow acceptance received 9/29r/05. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the institutional wastewater from the proposed private sewer line
additions/extensions for the North East Medical Center. WSACC agrees to accept wastewater from
the proposed sewer additions/cxtensions based on information provided by Site Solutions (Civil
Engineer for the project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 15,600 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 12,480 gpd based upon Master
Plan engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need
to upgrade, expand, or construct new facilities to accommodate the increased flow volume granted
by this and previous flow acceptance. Appropriate design and construction will be initiated when
actual flows dictate but may be subject to situations that WSACC does not expect or control. Based.
upon flow of 15,600 gpd and cast of S8.126 gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of S 126,765.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 12,994,718 gallons of flow acceptance for the City of Concord from 1992 to present and
814,615 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $105,595,078 for the City of
Concord since 1992 including $6,619,56I for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject
to approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
0/20 fl 'ON OL:*71, SCL LL/OL L O) ON3 alloDNc') 4 T

City of Concord
North East Medical Center Sewer Ext — Mall Drive
October 17, 2005
Page 2 of 2
scheduled upgrades to Whe current six year Capital Improvement Program
(CIP) that are located downstream of this proposed project, It should be noted that the list and
schedule of CIP projects are tentative and are revised periodically to reflect clan "conditions
and needs.
If construction of this project is not started within two (2) years of the date of this approval,
the approval is rescinded and a second request and approval will be required. Please notify
WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 70 -786- 17$3.
Sincerely,
Van Rowell, P.E.
Engineering Director
cc: WSACC Engineering Staff
Sherri .Moore/Concord
Wesley Sherrill, P.E./Site Solution,.
90/S0 ?0Z'0N LL: ,L SO, L L/OL L 2) ifl ON; 0101Nt "t 4r) .0 T1

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
September 23, 2005
Northeast Medical. Center
920 North Church Street
Concord, NC 28025
Attn: Ms. Donna Craft, Vice President
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
NorthEast Medical Center Oncology/Radiology Addition 12-inch and 6-inch
Private Gravity Sewer Service Extension (Mall Drive)
Project Number 2001-029
Dear Ms, Craft:
This letter is to confirm that on September 16, 2005, our office received the application
package consisting of the engineering plans and specifications, by Wesley E. Sherrill, NCPE,
with Site Solutions, for the NorthEast Medical Center Oncology/Radiology Addition 12-inch and
6-inch Private Gravity Sewer Service Extension (Mall Drive) private wastewater collection
system extension consisting of approximately 334 linear feet of 15-inch with 3 manholes and 1
monitoring/metering manhole and 132 linear feet of 6-inch Private Gravity Sewer Service and
associated appurtenances located off of .Mall Drive to serve a hospital with a wastewater
discharge of 15,600 GPD.
At this tinge, the City's downstream wastewater collection system has the capacity to
accept the requested commercial flow. The City of Concord, however, will not guarantee the
acceptance of any future flow requests or changes in the nature of the flows associated with this
private system.
Please be aware that the City w'1.1 not assume any responsibility for the operation and
maintenance of the subject private sewer system. The entity to whom the sewer extension permit
is issued will be responsible for complying with North Carolina Administrative Code 1.5A
NCAC 2H .0227, Please review this section of the Administrative Code prior to submitting your
application to the State, If the permit applicant is unable to perform all of the operation and.
maintenance duties required by the State's Administrative Code, a private sewer extension.
should not be requested. The City reserves the right to disconnect the subject sewer extension.
from the City's wastewater collection system if improper operation and maintenance of the
Alfred M. Brown Operations Center
C yt C �xat3 r �)1 C. taikurdu Blvd c PO, Box 308 Ca:c ad,Noah Cattirta (26
Cancad,NC rot) 920-54.25 a Fatc(7 786-4521 TOD1800-7354262 e Alfred M. Brown Operations Cent
C ':7 850PGjanC CckrranBivct ... L P.O., BOK 308 Ccoocvd,NorthComfit/ 28026
AHMildnAtt
5425 Fax [phone]: € ;€ 1-800-73 2 niwr o.r7r1ro°
Concord, he

sewer system leads to sanitary sewer overflows within the City's wastewater collection system or
violations of any ordinances or policy's.
The City of Concord must be present to observe the connection of this private system, in
order to meet the Standard Specifications for Wastewater Collection and Water Distribution for
Cabarrus County. Contact Phillip Kingslan.d, Construction Administrator, at [phone] at
least 48 hours prior to the initiating system connection.
The owner's engineer shall certify that the sewer system has been installed in accordance
with WSACC and State standards prior to the activation of the extension.
This letter shall not be construed as an Authorization to Construct by the City of
Concord. All applicable permits associated with this project must be obtained and copies
must be presented on site prior to commencement of the work.
Sincerely,
CITY OF CONCORD
M. Sue Hyde, NCPE
Director of Engineering
Sincerely,
=CITY OF CONCORD'
T. Mark Fowler
Director of Wastewater Department
Carbon Copy:
Project No.: 2001- 029 The NorthEast Medical Centex Oncology/Radiology Addition 12-inch and 6-inch Private
Gravity Sewer Service Extension (Mall Drive)
Site Solutions7320 West More ead,,Street,,Charlotte, NC; 28208, Attn:,' Mr. Wesley Sherrill];
Elec. Copy:
Mr. Mark Fowler, Wastewater Resources Department
Margaret Pearson, Development Service Department
Phillip Kingsland, Construction Administrator
Alfred M. Brown Operations Center
Coracord, NC
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(704) 920-542,5 Fax (70f) 786-4521: 1 rr1DEY1an73562:14M17:(7)14V1thrIll ikimociatt

!PIFFWSIAC
WATER & SEWER AUTHORITY
OF CAI3ARRUS COUNTY
W, Brian Hiatt
City Manager
City of Concord
P.O.Box 308
Concord, NC 28026-0308
October 17, 2005
OinLe::? 42 Davidson hlwy.
Cuneod: NC 2:8027
,a.j n,. Po, t+Ox 426
t'vrit:ord, NC 26026-n426
Phone: 7D4.766.17ij
704,795,1564
2005
Subject: now Acceptance Request
North. East Medical Center — 12 6 —inch Sewer Extension at all Drive
Dear Mr, Hiatt:
This is in response to the subject request for flow acceptance received 9/29/05, The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the institutional wastewater from the proposed private sewer line
additions/extensions for the North East Medical Center, WSACC: agrees to accept wastewater from
the proposed sewer additions/extensions based on information provided by Site Solutions (Civil
Engineer for the project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected Clow is 15,600 gpd; however WSACC
expects the actual wastewater tiow to more closely approximate 12,480 gpd based upon Master
Plan engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need
to upgrade, expand, or construct new facilities to accommodate the increased flow volume granted
by this and previous flow acceptance. Appropriate design and construction will be initiated when
actual flows dictate but may be subject to situations that WSACC does not expect or control. Based
upon flow of 15.600 gpd and cast of S8.1264gpd to p o ide treatment and transportation capaciry,
this flow acceptance represents an estimated capital expenditure in excess of S 126,765,
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 12,994,718 gallons of flow acceptance for the City of Concord from 1992 to present and
814,615 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of S105,595,078 for the City of
Concord since 1992 including $6,619,561 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject.
to approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability, The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from.
local governing bodies, regulatory approval, and funding availability. At this time there are no
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SITE SOLUTIONS
2320 W. Morehead Street
CHARLOTTE, NORTH CAROLINA 28208
[phone] FAX [phone]
www.sitesolutionspa.conrr
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WE ARE SENDING YOU
II Shop drawings
i Copy of letter
Attached T, Under separate cover via
TT Prints
Change order
THESE ARE TRANS fTTED as checked below;
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your use
As requested
71 For review and comment
FOR :BIDS LT1,1E.
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Plans
Approved as submitted
Approved as noted
Returned for corrections
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SIGNED:
noted„ kindly notify roc at once,
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Resubmit: copies for approval
Submit _ copies for distribution
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PRINTS RETURN. CV AFTER LOAN TO US
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