WQ0029631_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 20, 2005
Mr. Dan Finnerty, Vice President
Oak Health Care Investors of Salisbury, Inc.
8181 Worthington Road
Westerville, Ohio 43082
Subject: Permit No. WQ0029631
The Laurels of Salisbury
Oak Health Care Investors of Salisbury, Inc.
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Finnerty:
In accordance with your application received on December 13, 2005, we are forwarding
herewith Permit No. WQ0029631, dated December 20, 2005, to Oak Health Care Investors of
Salisbury, Inc. 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This permit shall be effective from the date of issuance until rescinded, and shall be subject to the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 Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115
Internet: h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax: [phone]
No ` Carolina
�turally

Mr. Finnerty
Page 2
December 20, 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 Oak Health Care Investors of Salisbury, Inc. for the construction and operation of
approximately 162 linear feet of 6-inch gravity sewer to serve The Laurels of Salisbury project, and the
discharge of 0 gallons per day of collected domestic wastewater into the City of Salisbury's existing
sewerage system, pursuant to the application received December 13, 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 City of Salisbury
WWTP (Yadkin River Regional/Grant Creek Train WWTP NPDES No. NC0023884) 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,
.
for Alan W. Klimek, P.E.
cc: Rowan County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0023884)
Darryl Wagoner, Salisbury Engineering & Planning
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. If 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 (Le.
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.
1

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 file 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.
9. 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. The waters which may be impacted in the event of a power failure at the pump stations permitted
herein are classified as C waters. In accordance with 15ANCAC 2H .0219 (h) (3), a letter of power
reliability for the subject area has been provided from the local power distributor authority, and
included in the application package. Additionally it has been shown that the pump station will
provide a minimum of 4 hours storage in the event of a power failure.
12. 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
2

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 [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 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 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 20th day of December, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
01.
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029631
3

Fast Track Engineering Certification
Permit No. WQ002963
December 20, 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 ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of The Laurels of Salisbury,
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 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.

A+CK APPLICATION Tarr GlBAIr�TTY S " FRS, PUMP STATIONS, A.N PGI C
PAGE 3
USE THE TAB KEY TO MOVE FROM IELO TO FIELDI
Owner:
le. Oak Health Care Investors of Salisburyjlnc.
Full Legal Name (company, municipality, HOA, utility
lb, Dan Finnerty, Vice President
Signing Official Name and Title (Please revi
The legal ently who will own this system is:
❑ Individual 0 Federal 0 Municipality 0 State/County 0 P
Id. 8181 Worthington Road
Mailing Address
f. Ohio
State
1 h. 704-837-1182 'I i, 7ti4 8 0
Telephone Facsimile
2. Protect (Facility) information:
2a. The Laurels, of Salisbury
Brief Project Name (permit will
3. Confect Person:
3a. Darryl Wagon
Name and A
3b. 704-633-8550
Phone Number
Project is New
name)
Application Number:
(to be completed by DWQ)
at
Partnership
Westerville
Corporation ❑ Other (specify):
City
43fl82
Zip Cod
E-
2b, Rowan
Co Project is Locat
Modification, Pe
For modifications, attach *separate sheet early explaining ng another
phase, changing line size/length, etc.). Only Include the modified Information In this permit ap is Lion - do not
duplicate project Information In B(7) and B(10-11) that has already been Included in the original permit.
2„ Owner is 0 Public (slip to Item B(3)) Private (go to Item 2(a))
2a. If private, applicant will be 2b, If Loll,
} Retaining Ownership (i.e, store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
• Selling units (lots, townhomes, etc, - g 6(2b))
City of Salisbury
Owner of Wastewater Treatment Facil
Creek Tr
Name o
City of Salisbu
Owner of Downstream
The origin of this wastewater
5b
Receiving Sewer Size
......................
check all that apply):
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
© Restaurant
❑ Office
7, Volume of wastewater to be a
'Do not Include previously per
0 Force
Car Wash
• Institution
❑ Hospital
• Church
17+', Nursing Home
❑ Other (specify):
particular project g=
ations
r caned by ip must choose Qns
❑ Public Utility (Instruction Ill)
❑ Homeowner Assoc./Developer (Instruction IV)
er From Tltis Proj
4b NC 0023884
WWTF Permit No.
in Permit Number of Downstream Sewer (if known
If the permitted flow is zero, indicate why
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Cornme
% Industrial
% Other (specify)

pprir-
- K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9. Provide the wastewater flow calculations used In determining the permitted flow in accordance with 15A NCAC 2H
.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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
The new rooms that are being added are single bed rooms. Some existing double bed rooms are being converted to
single bed rooms. There will be no net increase of flow. New 6" sewer line: 32 beds x 120 GPD = 3840 GPD. Ex.
Sew:_44_beds x120 5280_GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Inches
Size (Inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
6,"
1 B2'
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.03 ml.
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
12, Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
►Zi Yes • No If no, please
variance
PERTINENT
13. Have the following permitslcertificatlons been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® NIA
IN Yes • No
• Yes 0 No t5 N/A
® N/A
• Yes 0 No
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These IineswllLbe oonsidered_hloh_orioritv_end.mustbe sheoked_once evert six_months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 1O% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior 10 submitting the final engineering certification..

-TRACK APPLICATION for GR '�T'y' SEWR , PUMP STA"f ONS, AND FORCE MAINS
PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)' toollectand record the stream classification data below (attach additional sheets as!
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) Q$ indicate the following.
LI A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; gt,Q,
�] A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
Location ID on Map
(self chosen - es shown on . Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Site Draft Branch Rowan Yadkin 12-110-4 C
bmit the 8.5 " COLOR topographic map as rea ulred In Inston VI
of whether a cis ldedl
1, Dan Finnerty, attest that this application for The Laurels of Salsbury 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 ell required supporting documentation and attachments are not included, this application package is subject to
being returned es incomplete, Note: in accordance with North Carolina General St utes 143-215.6A and 143-215.6B,
any person wh .n ' makes any false statement, representation, or certification in any application shall be guity of
ass 2hich .may incl de a fine not to exceed $10 000 as well es civil penalties up to $25, 000 per
I attest that this application for The Laurels of Salisbury 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 ofmy 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 Perm/Wing of Pump Stations and Force
Mains adopted June 1, 2€ 00 end the watershed alassif!cativn in accordance with Division guidance„ Although certain
portions of this submittal package may have been developed by other proflesekonals, inclusion of these materiels under my
signature and seal signifies that l 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 es well es civil penalties up to $25,000 per violation.
2a. Danyl L. Wagoner
Professional Engineer Name
2b. Salisbury Engineering & Rennin
Engineering Firm
2c, 516-A North Main Street
Mailing Address
2d, Salisbury
City
2g. 704-633-8550 2h. 704-83
Telephone Facsimile
2e, N,C, 2f, 28144
State Zip
21. seand api,com
E-mail

Central Files: APS SWP
12/19/05
Permit Number WQ0029631 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
Facility Name
The Laurels of Salisbury
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name Owner Type
Oak Health Care Investors Of Salisbury Inc Non -Government
Owner Affiliation
Dan Finnerty, VP
Dates/Events
Orlg Issue
App Received
12/13/05
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Institution, other
-Additional information received
Wastewater collection Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

November 16, 2005
Mr. Darryl Wagoner, P.E.
Salisbury Engineering and Planning
516-A North Main Street
Salisbury, North Carolina 28144
RE: The Laurels of SalisbLtry
Flow Acceptance
Dear Mr. Wagoner,
The City: s wastewater treatment faciii ty, the Salisbury -Rowan Wastewater Treatment Plant
Grant Creek Train, permit; # NC0023,4$84, and collection, system have sufficient capacity to
support an estimated additional flow of 9,120 gpd created by The Laurels of Salisbury_
If you have any questions or cony ents please, contact me at (704) 6.38-21.46.
Cc: File
1 Water Street
Salisbury, NC 28144
Sincerely,
Jeffrey B. Jones, P.E.
f:tilities Engineer
Salisbury -Rowan tati
Telephone [phone]
ilities Engineering Di sion Fax [phone]
.e

SALISBURY ENGINEERING kik PLANNING
516-A NORTH MAIN STREET • SALISBURY, NC 28144
November 18, 2005
DENR
Division of Water Quality
610 East Center Ave., Suite 301
Mooresville, N. C. 28115
RE: Sanitary Sewer Extensions to serve
The Laurels of Salisbury
Rowan County
Dear Sir or Madam:
DARRYL L. WAGONER, RE,
704-63343550
°EE CtittnottmEN t
AND NATV" RRERIRRttEs
REF"'
NCV
Please find enclosed two applications and a flow acceptance letter for approval for the
above referenced project. Please advise immediately if additional information is required.
Sincerely,
thu
Enclosures

Page 1. of 1
Elaine F Marsha
Secretary
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DEPARTMENT OF THE
ECRETARY OF TATE
PO Box 29622 Raleigh, NC 27626-0622 (919807-2000
Date: 11/30/2005
Click here to:
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Report 1
Corporation Names
Name Name Type
NC Oak Health Care Legal
Investors of Salisbury, Inc.
Business Corporation Information
SOS10:
FIB:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0304578
561786889
Current -Active
4/20/1992
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Stock
C T Corporation System
225 Hillsborough Street
Raleigh NC 27603
225 Hillsborough Street
Raleigh NC 27603
8181 Worthington Road
Westerville OH 43082
8181 Worthington Road
Westerville OH 43082
Class
Shares No Par Value
COMMON 100000
Par Vale
0
he North Carolina Secretary of States web site, please send e-
mail to Webmnaster.
http://ww state,nc,u'Co
ara.
is/Corp.aspx?Pite.
td=4693604 11 /w30/2005

12/13/2005 10:34 7046338550
SALISBURY ENGINEERIN PAGE 02
rcsider)t & CEO
(8redhrd W. Payao)
Laurel Health Care Company
Organization Chart — November 2005
Assistant to theli esident/Ofice Coordinator
(tea Pcommuah)
ggebolowitzt
(Bus ) ochto) .
--"" Vice President of Operations
(7bk R Alcoa)
Adminimathatinitut
(Pb1 Reid)
OilOdatialethalla
(Mibty Shod)
Renal Manager - Northern Region
(Dub )
Regional O.A. Mom, - (M )
Regional B.O.M. - (Lars Btuoa)
' (1CsUY Lw)
Regionalide r — North Central Region
Pe Blamed)
Regional O, A. Nig, - (Sue taboo)
Regional - (ti.a Milner)
�•�• - (Enndi Worm)
ReagkQnal Mummer -- South Centml.Reeion
(Mash Meshy)
BiQ,A. Mom'. - (M+u•CerbY)
- RaaimalIMISL - (biota mils)
- Regi sad Mktg. Dir, - (Priscilla Sato)
Regional Mana! r - &wham Regicm
(Robert r. Poole)
r- lissismaLSIA. Mgr, - ( Da)
(Bread. Skanere)
(icy B)
(Thom E. Dam, m - HD)
(Vicki Rats - FUL)
Mahal Pastier - MP)
(Sena Paaaa al • tC)
(Sim P11111110211 - MSC)
(Woad& Torrey- RE)
(Mario Rwriottor- Mom)
(Cheryl Slab - OA)
(iao. Mama • MMR)
Addilagliadgin
(Erna Him= -RE)
(gave Una -DE)
(Dimas K. Holmes - DK)
(Storm A. Sahaf- EH)
(Palk 8dt * - MSV)
(eta&Coved-CO)
AdligaititlitaS
(Lai Byrom -He)
(Dead ]. D'Ataivo - MA)
(Doug es-Mm
(any Stoma• my)
freer wiaw.y • WO)
Miami Kay) - CH)
ttsrizto aMovaro - CV)
Man PiNaysaa- FO)
boa W fltiataava - WC)
bait Willibma - SA)
Richard gammas
Prot Shoes-HV)
mal Hoye- su)

12/13/2005 10:34 7045338550 SALISBURY ENGINEERIN
PAGE 03
LHCC Organization Chart — November 2005
Pr+e ident & O
Cerra *I W. Payee)
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chsphea Kim)
- MiinigaltheaggthadiugaillMjragnMikal
Can Winne)
fitCCLUMWOM
(mac 'Z4 C)
- Cinque Maintenance
(Dick Sig10
Director of Assxiite Develue
(Brent Timis)
1.� Comrate Payroll Coordinator
(Anglo Haar.t)
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Adminittagivuagant
- calizaff
(That Sinai:)
(I�Npe Moot- )
— Mumma Accts Receivable
amiss WO*
(Row Um')
sr. Reimbursement Ambit
(Arn Gum
Lamination Systems Manner
(Kelly Fouler) -
Anis= InfarmationSystems Mower
E(Mar Moors) ,
Intonation Sv�teins Sanwa Swelling
(An.c)
Director of $iialty Services
(Roger Obe
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Sialdaniabia
Meth Nouhr1w Sider)
(Emily Curkaen)
Melds H)
SUSQUalUidatcaNdiVIMM
(Balmy Powys)
(DotIrn
Page 2
(tea)
(Mark Simpson - Senior)
CiagaiatilinaMianal
(Kl1q Yoar.LMp1)
(an Nabay)

12113/2005 10:34 7046338550
SALISBURY ENGINEERIN PAGE 04
LHCC Organization Chart — November 2005 Page 3
Corporate Director of:Rehabilitation Service
(carol Hofr)
(Linda Shahan)
aghfikSAZIWILANSigig
Oday Way)
EgifikailigliSMISlig
(air L
Pico Pre id nt of 4yvity Aaaur= liainnalVAIdanasers
(Carol pay)
AdMinialatinAlligala
(a••away)
Administrative Assist
(Ellyn ollt e)
Clinic alResou e Moaner
(yacancy)
Clinical Resource Specialist
(Sara Bailey - Ohio)
(Reny ?Min - M agni & %dim e)
(Dorothy Hansen - Naith Celina & Virginia)
Clinicalitesisuce Coaglinator
(Lila Atkinson)
Clinical Tramitioan S lis%
(vw.noY)
Clinical Tnasitiqu„ pocialiit
(Vacancy)
Managua of Clinical and Education .Programs
(Eve Casey)
Uireginrof oue_lity Assurance and Rack Monier
(Maim Robbie*
Q) Specg
(Maryann Craft)
(Anna Read)
(Adele Castor)