NC0088421_Regional Office Physical File Scan Up To 12/8/2020

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Mr. Jerry Grant
Manager, Glen -Grant, LLC
2304 Wesvill Court, Suite 310
Raleigh, North Carolina 27607
Dear Mr. Grant:
Michael F. Easley, Governor
State of North Carolina
' William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
March 7, 2008
Subject: Return # 2277
The Glen at Flat Rock WWTP
Proposed NPDES Permit # NCO088421
Henderson County
Due to the continued complexities involving your proposed project, the Division of Water
Quality (Division) must hereby return the enclosed NPDES permit application. It appears that during the
time the Division was reviewing your application, Henderson County zoning ordinances were modified
such that the proposed development is no longer consistent with local regulations. Since the proposed
project does not comply with local regulations, the Division cannot move forward with the application.
Your staff has indicated that several local appeals are underway and a decision is expected
within 90 to 120 days. If you are able to submit a completed application within 120 days, we will resume
our review. Otherwise you will be required to resubmit a complete package including the $860
application fee.
Please note that the draft NPDES permit for this proposed development received significant
public interest. If a complete application is submitted (at any time), the Division will likely schedule a
public hearing to solicit additional comments before a final decision is made.
If you have any questions about this matter, contact Toya Fields of the NPDES Unit staff at (919)
733-5083 x 551 or via e-mail at [e-mail].
Sincerely,
f'
"Susan A. Wilson, P.E.
Supervisor, Western NPDES Program
cc (without attachment):
NPDES permit file _
As_ e 11e,Regional Office, Surface Water Protection
Mr. Randall Hintz, P.E., McGill Associates, P.A., P.O. Box 2259, Asheville, NC 28802
Mr. David Weintraub, ECO, Western North Carolina, 121 Third Avenue, West, Suite 4,
Hendersonville, NC 28792
`I
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone] NonrthCarolina
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://www.ncwaterquality.org vVatural&
An Equal Opportunity/Affirmative Action Employer

�0� WAT�c,S,Q
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Michael F. E s7eyW?44�
State of arolina
William G. Ross, Jr., Secretary
a-of-EE
nvironmentResources
s, Director
November 21, 2007 NOV 2 6 2007 LJ
Mr. Jerry Grant
Manager, Glen -Grant, LLC WATER QUALITY SECTION
2304 Wesvill Court, Suite 310 ; zt ASHEVILLE REGIONAL OFFICE
Raleigh, North Carolina 27607
Subject: Draft NPDES Permit
Permit NCO088421
The Glen at Flat Rock WWTP
Henderson County
Dear Mr. Grant:
Please find enclosed the DRAFT NPDES permit for the subject wastewater treatment plant for your
review and comment. Please note that an Authorization to Construct (ATC) permit is required before the
wastewater treatment facility can be built and operated.
Provide any comments you have regarding the draft'permit to this office by December 281h. At
this time, the Division is also publishing a notice in the newspapers of general circulation in Henderson
County, inviting public comment on the draft permit. Following the 30-day comment period, we will
review all pertinent comments and take appropriate action on the permit renewal. If no adverse
comments are received from the public or from you, this permit will likely be issued in two months.
If you have any questions or comments concerning this draft permit, please contact me at [phone] x
551 or via email at [e-mail].
Sincerely,-.
Le ova ields
Western NPDES Program
cc: Asheville Regional Office, Surface Water Protection
NPDES Unit
Mr. Randall Hintz, P.E. McGill Associates, PA
P.O. Box 2259
Asheville, NC 28802
1617 Mail "Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone] NorthCarolina
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://h2o.enr.state.nc.us/ Naturally
An Equal Opportunity/Affirmative Action Employer

Permit NCO088421
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE. WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General. Statute 143-215.1, other lawful
standards and regulations proinulgated- and adopted by the North Carolina Water Quality
Commission, and the Federal Water Pollution Control Act, as amended,
Glen -Grant, LLC
is hereby authorized to discharge wastewater -from a facility located at
The Glen at Flat Rock WWTP
691 Crab Creek Road
Hendersonville
Henderson
to -receiving waters designated Mud Creek in the French Broad River Basin in accordance with
the discharge limitations, monitoring requirements, and other conditions set forth in Parts I,11,
III, and IV hereof.
This permit shall become effective.
This permit and the authorization to discharge shall expire at midnight on December 31, 2010.
Signed this day.
DRAFT
Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission,

Permit NCO088421
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is -no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Glen at Flat Rock WWTP is hereby authorized to: .
1. Operate a domestic wastewater treatment facility located on Crab Creek Road,
Hendersonville, Henderson County.
2. Upon receipt of an Authorization to Construct from the Construction Grants and
Loans Section, construct'wastewater treatment facilities not to exceed 0.09 MGD.
3. After submitting an Engineer's Certification, discharge wastewater from said
treatment works at the location specified on the attached map into Mud Creek which
is classified C waters in the French Broad River Basin.

Permit NCO088421
AM. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon receipt of an Engineers Certification and lasting until permit
expiration, the Permittee is authorized to discharge treated domestic wastewater from outfall number
001. Such discharges shall be limited and monitored by the Permittee as specified below:
Flow
0.09 MGD
Continuous
Recording
Effluent
BOD, 5 day, 20°C
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
(April 1— October 31)- -
3.6 mg/L
18.0 mg/L
Weekly
Grab
Effluent
NH3 as N
(November 1— March 31)
12 mg/L
35.0 mg/L
Weekly
Grab
Effluent
Fecal Col iform
200/100 mL
400/100 mL
Weekly
Grab
Effluent
pH
Between 6.0 and 9.0 s.u.
Weekly
Grab
Effluent
Temperature
Weekly
Grab
Effluent
Dissolved Oxygen
Weekly
Grab
Effluent
Total Residual Chlorines
28.0 Vg/L
2/Week
Grab
Effluent
Total Nitrogen
Semi -Annual
Grab
Effluent
Total Phosphorus
Semi -Annual
Grab
Effluent
Notes: -
1. TRC limit and monitoring requirements shall apply only if chlorine is used for disinfection.
There shall be no discharge of floating solids or foam visible in other than trace amounts.

October 23, 2007
MEMORANDUM
1x"
Michael F. E ey, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
To: ,Roger-Edw ds, Asheville Office,` Surface Water Protection Section
From: Toya Fields, Western NPDES Permitting Program
Subject: Staff Report Request
Proposed New Permit NCO088421— The Glen at Flat Rock WWTP
Roger,
I'd like to request a staff report for this proposed project in Henderson County. I've attached the
EAA, new permit application, and some supporting information. Please let me know if you have
any questions or need additional information.
Thanks,
Toy Fields
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1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone] NorthCarolina
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://www.ncwaterquality.org Naturally
An Equal Opportunity/Affirmative Action Employer

RE: Glen at Flat Rock
Subject: RE: Glen at Flat Rock
From: "Randy Hintz" <[e-mail]>
Date: Tue, 23 Oct 2007 09:27:30 -0400
To: "'Toya Fields"' <[e-mail]>
CC: "'Susan A. Wilson "' <[e-mail]>, "'Forrest Westall"'
<forrest @ mcgillengineers.com>
Hi Toya,
Here is the lat/long for the proposed outfall.
35° 14' 441-N, 82° 31' 38"W (NAD83/WGS84)
Please let me know if you have any questions.
Thanks;,
Randy
Randall D. Hintz, P.E.
McGill Associates, P.A.
55 Broad Street
Asheville, NC 28801
828-252-0575 (phone)
828-252-2518 (fax)
[e-mail]
-----Original Message -----
From: Toya Fields [mailto:[e-mail]]
Sent: Monday, October 22, 2007 5:18 PM
To: [e-mail]; 'Forrest Westall'
Cc: Susan A Wilson
Subject: Glen at Flat Rock
Hi Randy,
I need a lat/long for the proposed outfall location. One wasn't
included in the EAA package and it isn't clear from the map that was
provided.
Thanks,
Toya
Toya Fields = t.ova.fields@ncmail.r_et-
.......... .._..... __......_............_......_...._....
Environmental Engineer I
Western NPDES Program
Division of Water Quality
Tel: [phone] x 551
Fax: [phone]
1 of 1 10/23/2007 2:09 PM

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INCOO
If you are completing this form in computer use the TAB key or the up — down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Glen -Grant, LLC
Facility Name
The Glen at Flat Rock
Mailing Address
2304 Wesvill Court Suite 310
City
Raleigh
State / Zip Code
NC / 27607
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 691 Crab Creek Road
City Hendersonville
State / Zip Code NC / 28739
County Henderson
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Retirement Living Associates
Mailing Address 2304 Wesvill Court Suite 310
City Raleigh
State / Zip Code NC / 27607
Telephone Number [phone]
Fax Number [phone]
1 of 4 Form-D 1/06

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial ❑ Number of Employees
Commercial ❑ Number of Employees
Residential ® Number of Homes 299
School ❑ Number of Students/Staff
Other ❑ Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Subdivision including single family residences, apartments, assisted living care, and a nursing home
facility with 60 rooms.
Population served: Approximately 765 persons
S. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
Mud Creek Stream Index No. 6-55
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
2 of 4 Form-D 1106

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.090 MGD
Annual Average daily flow n/a MGD (for the previous 3 years)
Maximum daily flow n a MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three samples
and must be no more than four and one half years old.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Number of
Samples
Biochemical Oxygen Demand
(BOD.5)
Fecal Coliform
Total Suspended Solids
Temperature (Summer)
Temperature (Winter)
pH
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES Dredge or fill (Section 404 or CWA)
PSD (CAA) Special Order of Consent (SOC)
Non -attainment program (CAA) . Other
14. APPLICANT CERTIFICATION
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Jerry Grant Manager
Printed name of Person Signing Title
3 of 4 Form-D 1106

NPDES APPLICATION - FORM D
For privates owne#-�reatment systems treating 100% domestic wastewaters <1.0 MGD
ture of A
0Z)v z , 2-W
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or
who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method required to. be
operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing
that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to
exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or
imprisonment not more than 5 years, or both, for a similar offense.)
4 of 4 Form-D 1/06

ENGINEERING ALTERNATIVES ANALYSIS
WASTEWATER DISPOSAL OPTIONS
THE GLEN AT FLAT ROCK
HENDERSON COUNTY, NORTH CAROLINA
RANDALL D. HINTZ, P.E.
McGM
ASSOCIATES
Engineering • Planning • Finance
Post Office Box 2259
Asheville, North Carolina 28802
OCTOBER 2006
REVISED MAY 2007
06719
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TABLE OF CONTENTS
I. INTRODUCTION 3
H. DESCRIPTION OF NEEDS 5
III. WASTEWATER TREATMENT ALTERNATIVES 6
IV. CONCLUSIONS AND RECOMMENDATIONS 20
APPENDIX
A. SCHEMATIC DRAWINGS
B. SOILS REPORT
C. LOCAL GOVERNMENT REVIEW REQUIREMENTS
D. MISCELLANEOUS CORRSPONDENCE/DOCUMENTATION
2

SECTION I INTRODUCTION
The Glen at Flat Rock is a planned retirement living and single-family residential
communit in Henderson County, approximately 2.6 miles southwest of
Hendersonville, North Carolina and is located on Crab Creek Road. The Glen at
f Flat Rock is planned to consist of approximately 256 independent living units, a
health care center consisting of an 18 unit assisted living center and a 60 room
skilled care center, and 43 lots of single-family residential development with lots
ranging from 1 to 3.75 acres each. The health care center will also contain a
280 seat main dining room and a 24 seat staff dining room as well as a laundry
facility operated by the staff of the center.
In order to facilitate the desired development, the developer of The Glen at Flat
Rock has commissioned McGill Associates to explore the possibility of
constructing a wastewater treatment plant to serve the proposed development.
This study evaluates alternatives for the treatment and disposal of wastewater
from the proposed facilities. The alternatives have been evaluated on an
estimated construction cost basis as well as a present worth basis over a twenty-
year operations period.
The alternatives that have been evaluated are:
• Alternative No. 1 - No Action
iAlternative No. 2 - Connection to the City of Hendersonville's
Publicly Owned Treatment Works
• Alternative No. 3 - Connection to Privately Owned Treatment Works
Alternative No. 4 — Individual and Community Subsurface Systems
• Alternative No. 5 — Surface Water Discharge Through NPDES Permit
' System
• Alternative No. 6 — Drip Irrigation
9

SECTION II DESCRIPTION OF NEEDS
As previously described, The Glen at Flat Rock will consist of approximately 256
independent living units, a health care center consisting of. an 18 unit assisted
living center, and a 60 room skilled care center, and 43 lots of single-family
residential development. In order to develop the property in this manner, it will
be necessary to provide wastewater treatment and disposal services for these
proposed improvements. A location map of the project area is included in the
appendix of this report.
The estimated wastewater flows generated by the proposed project are shown in
Table II-1 below.
TABLE II-1
BREAKDOWN OF ESTIMATED WASTEWATER FLOWS
DESCRIPTION
Number
Flow.
Total
Attached Apartments
(89 2-bedroom units)
252 bdrms
120 gpd/bdrm
30,240gpd
74 1-bedroom units
Townhouses 17 2-bedroom units
34 bdrms
120 pd/bdrm
4,080 gpd
Detached Homes
76 2-bedroom units
152 bdrms
120 gpd/bdrm
18,240 gpd
Assisted Living Center
18 bdrms
120 d/bdrm
2,160 gpd
Skilled, Care Center
60 rooms
120gpd/room
7,200 gpd
The Highlands
43 Single Family Lots
129 bdrms
120 gpd/bdrm
15,480 gpd
Dining Facilities
304 seats
40 gpd/seat
12,160 gpd
. JM,T, AL WASTEWATER FL0---
60 gpd, ®
Based on the alternatives discussed below, it is proposed to obtain an NPDES
permit and construct a wastewater treatment plant with a capacity of 90,000
GPD to serve the above described facilities.
.

SECTION III WASTEWATER TREATMENT ALTERNATIVES
The following is a discussion of the alternatives available to the ownership of The
Glen at Flat Rock for the wastewater disposal alternatives. Included in this
discussion are estimates of the capital costs of each alternative, as well as a
i
present worth calculation for the 20-year planning period. The costs will be used
to compare the various alternatives, and to make recommendations for the
wastewater disposal needs of the proposed facilities. All costs are based on
historical values for the installation, operation and maintenance of similar
equipment and systems.
ALTERNATIVE NO. 1 — NO ACTION
This alternative consists of no action being taken by the developers of The Glen
at Flat Rock to provide wastewater treatment and disposal to its proposed
facilities. Without an adequate method of wastewater disposal, the land could
not be developed in a manner that would prove to be cost effective for the
developer. Alternative No. 1 is, therefore, not an acceptable alternative and will
not be discussed in further detail.
ALTERNATIVE NO. 2 — CONNECTION TO THE CITY OF
HENDERSONVILLE'S PUBLICLY OWNED TREATMENT WORKS
One (1) public sanitary sewer system is currently located within five (5) miles of
the proposed site. That system is the City of Hendersonville's wastewater
collection system. As stated previously, the City of Hendersonville lies
approximately 2.6 miles to the northeast of the project site. An application was
made to the City of Hendersonville to provide sewer service to the project.
t However, that application has been denied. Since this project lies outside the
City's urban service area, the City is prohibited from providing sewer service to
this project. A copy of *the documentation regarding this matter is contained in
the appendix of this report. However, in accordance with the EAA Guidance
6

I
provided by the State, the capital costs indicated in Table III-1 would be
associated with such an alternative, if the alternative was feasible. This
alternative would involve the construction of an onsite wastewater pump station
and force main along Crab Creek Road that would connect to the existing
system owned and operated by the City of Hendersonville.
Table III-1
ESTIMATE OF CAPITAL COST FOR ALTERNATIVE NO. 2
ITEM
QTY
UNIT
UNIT COST
TOTAL
Mobilization (3%)
1
LS
---
$16,700
Pump Station Site Work
1
LS
$25,000
$25,000
2-inch Water Line to Pump Station
1
LS
$15,000
$15,000
90,000 GPD Wastewater Pump Station
1
LS
$150,000
$150,000
4-inch Sewer Force Main
14,000
LF
$20
$280,000
Connect to Existing Manhole
1
LS
$1,500
$1,500
Fencing
1
LS
$10,000
$10,000
Emergency Generator
1
LS
$50,000
$50,000
Electrical
1
LS
$25,000
$25,000
SUBTOTAL
$573,200
10% CONSTRUCTION CONTINGENCY
$57,400
ENGINEERING DESIGN
$ 45,900
CONSTRUCTION ADMINISTRATION & INSPECTION
$ 34,400
TOTAL CAPITAL COST
$710.900
The annual O&M costs for Alternative No. 2 would consist of the costs to operate
a wastewater pump, station and force main and include the user charges
associated with discharging to the City of Hendersonville's collection system.
The City of Hendersonville's utility rate structure is included in the appendix of
this report. A detailed listing of these items is included in Tables III-2 below.

TABLE III-2
ANNUAL O&M COST ESTIMATE FOR ALTERNATIVE NO.2
ITEM
ANNUAL COST
Contract Operations
$10,800
Utilities
$10,000
City of Hendersonville User Charges
$201,000
Maintenance and Repairs
$2,500
Equipment Depreciation
$1,500
TOTAL
.$225,800
The 20-year present worth cost of Alternative 2, using a discount rate of 4.875%
(per current EPA guidelines) is calculated below:
- PW = $710,900 + $225,800 x (P/A, 4.875%, 20 yr.)
'I
PW = $710,900 + ($225,800 x 12.5954)
PRESENT WORTH = $3,554,941
Note: The user charges shown in this estimate are based on current City of
Hendersonville rates.
ALTERNATIVE NO. 3 — CONNECTION TO PRIVATELY OWNED TREATMENT
WORKS
Camp Blue Star currently operates a facility that is located adjacent. to the
proposed site along Crab Creek Road. Blue Star Camps, Inc. currently is
permitted to discharge up to 60,000 GPD to Mud Creek through NPDES permit
number NC0036251. The capacity of the existing system is obviously not
sufficient to accommodate the flow from both developments. Therefore, the
developer of The Glen at Flat Rock has approached the ownership of Camp Blue
Star regarding the possibility of connecting to and expanding the capacity of the
existing wastewater treatment plant to accommodate the needs of both facilities.
However, as indicated in the documentation in the appendix of this report, Camp
8

Blue Star has denied the developer's request to' connect to and expand the
capacity of the existing plant. Camp Blue Star has also chosen to remain
autonomous, rejecting the possibility of connecting to a new, larger facility
designed to serve both developments and abandoning their existing plant.
Therefore, alternative No. 3 is not a feasible alternative and will not be discussed
in further detail.
ALTERNATIVE NO. 4 — INDIVIDUAL AND COMMUNITY SUBSURFACE SYSTEM
In accordance with State requirements, a soil analysis was performed on the site
of the proposed development. A copy of the analysis that was completed by
Kevin Martin of Soils and Environmental Consultants, Inc. of Raleigh, North
Carolina is included in the appendix of this report. This soil analysis dated
March. 6, 2006 concludes that soils and steep terrain on the subject site severely
limit the use of individual and community subsurface systems. This issue is
further complicated by the volume of wastewater flow that is estimated to be
generated by this project and the area of land necessary to dispose of this
wastewater volume through the use of these systems. According to the soils
analysis, at least 26 acres of subsurface drain field and repair area will be
necessary for this project. Due to the irregular topography and steep terrain, the
system will likely have to be split into several smaller systems that could occupy
as much as 60 acres. The proposed development of this site allows only a small
fraction of this area to remain available for this use. Modifying the development
to accommodate this requirement would render the property ineffective in
accomplishing the proposed development in a manner that is cost effective for
the Owner. Therefore, an offsite system must be considered for this alternative.
Based on the developer's conversations with adjacent property owners, none are
willing to sell property for this purpose. For the purpose of this alternative, it has
t been assumed that suitable property for a disposal and repair area may be
acquired within two (2) miles of the proposed development. This alternative
would involve the construction of an onsite wastewater pump station and force
main to the site to be utilized for wastewater disposal, as well as the subsurface
disposal system itself. Table III-3 below 'indicates the capital costs associated
Vol

with this alternative. This cost estimate includes the purchase of land for this
purpose. This estimate assumes a minimum of 40 acres necessary for the
disposal area, repair area and required offsets from property lines. This land
area assumes a long-term application rate of 0.40 gpd/sf for this subsurface
system. Property values are based on information obtain on local tracts of land
currently for sale. Details on this information are contained in the. appendix of
this report.
Table III-3
ESTIMATE OF CAPITAL COST FOR ALTERNATIVE NO. 4
ITEM
QTY
UNIT
UNIT COST
TOTAL
Mobilization (3%)
1
LS
---
$37,100
Pump Station Site Work
1
LS
$25,000
$25,000
2-inch Water Line to Pump Station
1
LS
$15,000
$15,000
90,000 GPD Wastewater Pump Station
1
LS
$150,000
$150,000
4-inch Sewer Force Main
10,600
LF
$20
$212,000
Offsite Subsurface Disposal System
50,000
LF
$15
$750,000
Fencing
1
LS
$10,000
$10,000
Emergency Generator
1
LS
$50,000
$50,000
Electrical
1
LS
$25,000
$25,000
SUBTOTAL
$1,274,100
10% CONSTRUCTION CONTINGENCY
$127,400
ENGINEERING DESIGN
$ 102,000
CONSTRUCTION ADMINISTRATION & INSPECTION
$ 76,500
PROPERTY ACQUISITION 40 ACRES @ $24,600/AC
$984,000
TOTAL CAPITAL COST
$2,564,000 11
The annual O&M costs for Alternative No. 4 would consist of the costs to operate
and maintain a wastewater pump station, force main and subsurface disposal
system. A detailed listing of these items is included in Tables III-4 below.
10

TABLE III-4
ANNUAL O&M COST ESTIMATE FOR ALTERNATIVE NO. 4
ITEM
ANNUAL COST
Contract Operations
$10,800 .
Utilities
$10,000
Property Maintenance
$10,000
Maintenance and Repairs
$2,500
Equipment Depreciation
$1,500
TOTAL
$34,800
The 20-year present worth cost of Alternative 4, using a discount rate of 4.875%
(per current EPA guidelines) is calculated below:
PW = $2,564,000 + $34,800 x (P/A, 4.875%, 20 yr.)
PW = $2,564,000 + ($34,800 x 12.5954)
PRESENT WORTH = $3,002,320
ALTERNATIVE NO. 5 - SURFACE WATER DISCHARGE THROUGH THE
NPDES PERMIT SYSTEM
This alternative consists of the construction of a wastewater treatment facility on
the site of the proposed project, and a discharge of the treated wastewater into
Mud Creek. The treatment facility would have a design capacity of 90,000 GPD.
According to information obtained from the USGS North Carolina Water Science
Center, Mud Creek has an estimated 7Q10 flow yield of 0.58 cubic feet per
square mile of drainage area, near the potential location of the discharge from
the proposed wastewater treatment plant. The drainage area measured from
USGS quadrangle maps for this area indicates a drainage area of approximately
1.59 square miles. Therefore, the estimated 7Q10 flow for Mud Creek at this
location is 0.922 cfs or 0.596 MGD.
At this time, it is proposed to construct a 90,000 GPD wastewater treatment
facility. Although speculative limits for this new facility are not available, we have
learned that a permit renewal was recently issued for the wastewater treatment
11

facility at the adjacent Camp Blue Star. Therefore, for the purpose of this
evaluation, it has been assumed that a potential NPDES permit for the facility
proposed by this development would contain similar limits. These limits are
shown in Table III-5 below.
TABLE 111-5
SPECULATIVE WWTP DISCHARGE PARAMETERS
Parameter
Limits
Monthly.
Daily
Flow
0.090 MGD
BOD, 5 Day
30.0 mg/L
45.0 mg/L
Total Suspended Solids
30.0 mg/L
45.0 mg/L
NH3 as N (April 1 — Oct. 31)
3.0 mg/L
15.0 mg/L
NH3 as, N Nov. 1 — March 31
9.0 mg/L
35.0 mg/L
Fecal Coliform
200/100 ml
400/100 ml
Total Residual Chlorine
28pg/L
pH
6.0 to 9.0
To achieve these discharge limits, it is proposed to construct a conventional
packaged, dual train extended aeration unit serving the site that would include a
- flow equalization basin and chlorination/dechlorination equipment. Sludge from
the process is proposed to be transferred to a sludge holding tank, and then
removed by a sludge disposal contractor on a regular basis.
A schematic site plan and flow diagram for the proposed wastewater treatment
plant is included in the appendix of this report. Table III-6 below provides an
estimate of the capital costs associated with Alternative No. 5.
12

TABLE III-6
ESTIMATE OF CAPITAL COST FOR ALTERNATIVE NO. 5
ITEM
QTY
UNIT
UNIT COST
TOTAL
Mobilization (3%)
1
LS
---
$30,000
Site Work
1
LS
$50,000
$50,000
2-inch Water Line to Plant
1
LS
$15,000
$15,000
90,000 GPD Extended Aeration Package
Treatment Unit Installed with base slab
1
LS
$750,000
$750,000
Chemical Feed Equipment / Storage Building
1
LS
$64,000
$64,000
Yard Piping
1
LS
$10,000
$10,000
Fencing
1
LS
$12,000
$12,000
Sewer Outfall to Mud Creek
1
LS
$15,000
$15,000
Emergency Generator
1
LS
$50,000
$50,000
Electrical
1
LS
$351000
$35,000
SUBTOTAL
$1,031,000
10% CONSTRUCTION CONTINGENCY
$103,000
ENGINEERING DESIGN
$ 82,000
CONSTRUCTION ADMINISTRATION & INSPECTION
$ 62,000
TOTAL CAPITAL COST
$1,278,000
The annual O&M costs for Alternative No. 5 would consist of the costs to operate
a wastewater treatment facility. A detailed listing of these items is included in
Tables III-7.
TABLE III-7
ANNUAL O&M COST ESTIMATE FOR ALTERNATIVE NO. 5
ITEM
ANNUAL COST
Contract Operations
$10,800
Testing
$4,800
Chemicals
$1,800
Utilities
$16,200
Sludge Hauling'
$9,600
Maintenance and Repairs
$3,600
Equipment Depreciation
$2,400
TOTAL
$49,200
The 20-year present worth cost of Alternative 5, using a discount rate of 4.875%
(per current EPA guidelines) is calculated below:
13

PW = $1,278,000 + $49,200 x (P/A, 4.875%, 20 yr.)
PW = $1,278,000 + ($49,200 x 12.5954)
PRESENT WORTH = $1,897,694
Note: Costs shown in this estimate are based on recent bids received for other
projects.
ALTERNATIVE NO. 6— DRIP IRRIGATION
Alternative No. 6 includes the construction of a grease trap, septic tank(s) and
tertiary filters to pre -treat the wastewater before the effluent would be applied to
land in the area by a drip irrigation system. Per State guidelines, a soils analysis
was performed for the proposed project. A copy of the soils analysis that was
completed by. Kevin Martin of Soils and Environmental Consultants, Inc. of
Raleigh, North Carolina is included in the appendix of this report.
Based on information included in the analysis, an on -site irrigation system is not
recommended at the flows that are anticipated to be generated by the proposed
project. Based on the layout of the proposed improvements throughout the site,
very little land remains available for the installation of such a system after the
necessary setbacks for this system are considered. The developer has also
approached adjacent landowners in the area regarding the possible purchase of
additional lands to accommodate the needs of the system. As indicated by their
responses in the appendix of this report, all landowners have denied the sale of
'land to the developer for this purpose. As discussed above, the proposed
development of this site would allow only a small fraction of this area to remain
available for this use. Modifying the development to accommodate this
requirement would render the property ineffective in accomplishing the proposed
development in a manner that is cost effective for the Owner. Therefore, an
offsite system must be considered for this alternative. For the purpose of this
alternative, it has been assumed that suitable property for a drip irrigation system
may be acquired within two (2) miles of the proposed development. This
alternative would involve the construction of an onsite wastewater pump station
14

i
' and force main to the site to be utilized for wastewater disposal, as well as the
.drip irrigation system itself. Table III-8 below indicates the capital costs
associated with this alternative. This cost estimate includes the purchase of land
for this purpose. In accordance with the soils report, this estimate assumes a
minimum of 31 acres necessary for the disposal area and required offsets from
property lines. This assumes a system that is 100% efficient which is unrealistic.
The -actual area necessary for this system would be considerably higher. Again,
property values are based on information obtain on local tracts of land currently
for sale. Details on this information are contained in the appendix of this report.
Table III-8
ESTIMATE OF CAPITAL COST FOR ALTERNATIVE NO. 6
ITEM
QTY
UNIT
UNIT COST
TOTAL
Mobilization (3%)
1
LS
---
$ 63,300
Onsite Tankage and Filters
1
LS
$200,000
$200,000
Pump Station Site Work
1
LS
$25,000
$25,000
2-inch Water Line to Pump Station
1
LS
$15,000
$15,000
90,000 GPD Wastewater Pump Station
2
LS
$150,000
$300,000
Fencing '
1
LS
$10,000
$10,000
Emergency Generator
2
LS
$50,000
$100,000
Electrical
1
LS
$25,000
$25,000
4-inch Sewer Force Main
10,600
LF
$20
$212,000
Land Clearing
31
AC
$4,000
$124,000
Offsite Drip Irrigation System
1
1 LS
$1,100,000
$1,100,000
SUBTOTAL
$2,174,300
10% CONSTRUCTION CONTINGENCY
$217,500
ENGINEERING DESIGN
$ 174,000
CONSTRUCTION ADMINISTRATION & INSPECTION
$130,500
PROPERTY ACQUISITION 31 ACRES @ $24,600/AC
$762,600
TOTAL CAPITAL COST
$3,458,900
The annual O&M costs for Alternative No. 6 would consist of the costs to operate
and maintain a wastewater pump station, force main and drip irrigation system.
A detailed listing of these items is included in Tables III-9 below.
15

TABLE I11-9
ANNUAL O&M COST ESTIMATE FOR ALTERNATIVE NO. 6
ITEM
ANNUAL COST
Contract Operations
$10,800
Sludge Hauling
$9,600
Utilities
$16,000
Property Maintenance
$7,800
Maintenance and Repairs
$5,000
Equipment Depreciation
$2,000
TOTAL
1 $50,200
The 20-year present worth cost of Alternative 6, using a discount rate of 4.875%
(per current EPA guidelines) is calculated below:
_ PW = $3,458,900+ $50,200 x (P/A, 4.875%, 20 yr.)
PW = $3,458,900+ ($50,200 x 12.5954)
PRESENT WORTH = $4,091,189
ALTERNATIVE NO. 7 — SPRAY IRRIGATION
Similarly, Alternative No. 7 includes the construction of a grease trap, septic
tank(s) and tertiary filters to pre -treat the wastewater before the effluent would be
applied to land in the area by a spray irrigation system. As indicated above, a.
soils analysis was performed for the proposed project which is included in the
appendix of this report.
Like the alternative discussed above, an on -site spray irrigation system is not
recommended at the flows that are anticipated to be generated by the proposed
project. As described above in Alternative 6, based on the layout of the
proposed improvements throughout the site, very little land remains available for
the installation of such a system after the necessary setbacks for this system are
considered. Again, the developer has also approached adjacent landowners in
the area regarding the possible purchase of additional lands to accommodate
the needs of the system. However, all landowners have denied the sale of land
to the developer for this purpose. Further, the proposed development of this site
would allow only a small fraction of this area to remain available for this use.
16

Modifying the development to accommodate this requirement would render the
property ineffective in accomplishing the proposed development in a manner that
is cost effective for the Owner. Therefore, an offsite system must be considered
for this alternative. For the purpose of this alternative, it has been assumed that
suitable property for a spray irrigation system may be acquired within two (2)
miles of the proposed development. This alternative would involve the
construction of an onsite wastewater pump station and force main to the site to
be utilized for wastewater disposal, as well as the spray irrigation system itself.
Table III-10 below indicates the capital costs associated with this alternative.
This cost estimate includes the purchase of land for this purpose. In accordance
with the soils report, this estimate assumes a minimum of 31 acres necessary for
the disposal area and required offsets from property lines. This assumes a
system that is 100% efficient which is unrealistic. The actual area necessary for
r
this system would be considerably higher. Again, property values are based on
information obtain on local tracts of land currently for sale. Details on this
information are contained in the appendix of this report.
Table 111-10
ESTIMATE OF CAPITAL COST FOR ALTERNATIVE NO. 7
ITEM
QTY
UNIT
UNIT COST
TOTAL
Mobilization (3%)
1
LS
---
$ 37,800
Onsite Tankage and Filters
1
LS
$200,000
$200,000
Pump Station.Site Work
1
LS
$25,000
$25,000
2-inch Water Line to Pump Station
1
LS
$15,000
$15,000
90,000 GPD Wastewater Pump Station
2
LS
$150,000
$300,000
Fencing
1
LS
$10,000
$10,000
Emergency Generator
2
LS
$50,000
$100,000
Electrical
1
LS
$25,000
$25,000
4-inch Sewer Force Main
10,600
LF
$20
$212,000
Land Clearing
31
AC
$4,000
$124,000
Offsite Spray Irrigation System
1
LS
$250,000
$250,000
SUBTOTAL
$ 1,298,800
10% CONSTRUCTION CONTINGENCY
$129,900
ENGINEERING DESIGN
$ 103,900
CONSTRUCTION ADMINISTRATION & INSPECTION
$ 78,000
PROPERTY ACQUISITION (31 ACRES @ $24,600/AC)
$762,600
TOTAL CAPITAL COST
$2,373,200
17

The annual O&M costs for Alternative No. 7 would consist of the costs to operate
and maintain a wastewater pump station, force main and spray irrigation system.
A detailed listing of these items is included in Tables III-11 below.
TABLE III-11
ANNUAL O&M COST ESTIMATE FOR ALTERNATIVE NO. 7
ITEM
ANNUAL COST
Contract Operations
$10,800
Sludge Hauling
$9,600
Utilities
$15,000
Property Maintenance
$7,800
Maintenance and Repairs
$5,000
Equipment Depreciation
$2,000
TOTAL.
$50,200
The 20-year present worth cost of Alternative 7, using a discount rate of 4.875%
(per current EPA guidelines) is calculated below:
PW = $2,373,200+ $50,200 x (P/A, 4.875%, 20 yr.)
PW = $2,373,200+ ($50,200 x 12.5954)
PRESENT WORTH = $3,005,489
ALTERNATIVE NO. 8 — REUSE
This alternative involves reusing all or a portion of the wastewater generated at
The. Glen at Flat Rock Development to minimize or eliminate the need for a
surface water discharge. Potential reuse options include drip or spray irrigation,
industrial process or cooling water, toilet flushing, etc. Drip irrigation and spray
irrigation systems were previously discussed in this report as Alternatives No. 6
and No. 7. The cost of these systems has proven to be higher than Alternative
5.
18

At this time, there are no known industries that are located near or are planning
to locate a facility near The Glen at Flat Rock that could reuse the wastewater
treatment plant effluent as either a process or cooling water.
Using reclaimed water for 'irrigation or toilet flushing at the facilities would still
involve the construction of the wastewater treatment plant and would require the
considerable additional expense in the construction of a facility with more restrict
discharge limits as well as the necessary effluent storage facilities. The option of
plumbing facilities to use treatment plant effluent is not an economically feasible
alternative, nor would there be sufficient demand to utilize the required effluent
flow.. Therefore, the option of reusing treated wastewater from The Glen at Flat
Rock will not be discussed further.
19

SECTION IV CONCLUSIONS AND RECOMMENDATIONS
A total of eight (8) alternatives were examined for the treatment and disposal of
wastewater generated by the proposed The Glen at Flat Rock development in
Henderson County, North Carolina. Table IV-1 summarizes the results of the
I
cost analyses that were performed for the alternatives.
TABLE IV-1
SUMMARY OF ECONOMIC ANALYSES
Alternative
Capital
Cost
Annual
O&M Cost
20 Yr. Present
Worth
1 — No Action
NF
NF
NF
2 — Connection to Town of
Hendersonville's Sewer System
$710,900
$225,800
$3,554,941
3 — Connection to Private WWTP
NF
NF
NF
4 — Individual and Community
Subsurface System
$2,564,000
$34,800
$3,002,320
5 — Surface Water Discharge
$1,278,000
$49,200
$1,897,694
6 — Drip Irrigation
$3,458,900
$50,200
$4,091,189
7 — Spray Irrigation
$2,373,200
$50,200
$3,005,489
8 — Reuse
NF
NF
NF
As indicated in the above table, alternative 5, surface water discharge, is the
most feasible alternative in providing wastewater treatment and disposal for the
proposed project. Therefore, alternative 5 is the recommended alternative for
treating the wastewater that is generated at The Glen at Flat Rock development.
P

APPENDIX A
SCHEMATIC DRAWINGS

ill up
J'r
'"11
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A S S O C I A T E S
ENGINEERING• PLANNING• FINANCE
55 BROAD STREET ASHEVILLE, NC PH. (828) M- 575 {°� , Jk rail • ` r ! `� if } t ' ! 4 ` Y� ' � *k Sly ems { :
F ,� f 't �aY t f ti P'-�' n.y!' � i t �a$a'i✓ r

a
•
0McG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. (M) 252-0575
t � M
ROAD -T0 PEARL LgNE =--�
SCHEMATIC SITE PLAN
THE GLEN AT FLAT ROCK
HENDERSON COUNTY, NORTH CAROLINA

APPENDIX B
SOILS REPORT

depth i6 a- ve:n6xt"
Or Sep
6 : site than' the top
,

subsurface;systern for -the main facility is questionable Ind even if doable will result in
the loss of most of best land from a building standpoint:
If yvu deckle to pursue' permitting a surface or subsurface system, additional fieldwork
will be. necessary far any subdivision plan. This additional fieldwork rriayincltida
flagging the boundary between the useable and:unusable `soils and locating that 6undarq.
eithdr by GI'S ar-a. survey. That: additional fieldwork will provide ail accurate base snap:
for a subdivisions p &in especially where maximum lot yield is desired., Since the
proposed.;#low is over 25,000 god, a lateal flow or inounding analysis will also be
required',
Final site approval far issuance of niproveitients is. based on regulations in force at:the
tune of permitting.and in dependent on satisfactory completion of individualsite
evaluations following application for ail improvement permit detailing a specific'use and
sitting..
GENERAL WA&TE_WATER. CONSIDERATIONS
+knee potentially useable. -areas ale located through vertical:t orings; the next consideration
is the horizontal extent of those: areas:. The size and configtiratiom;of the .useable soil -area
dictate the utility ofthat area. The size of subsurface disposaLfiietd is determined by; IT
the. design 'flow from the source :(12Q gallonslf edrooinklayin residences),::and 2):the long
term acceptance rate (LTAR) of the soil (based on the hydraulic cot ductzv ty of the soil,
a functiozi of the;soil's texture, mineralogy; structure,..porosity, etc )> The<configuration
must be such that an efficient layout of disposal listen (on contour) is pass tale An
addition.al<consideratioii is the requircd.setbacks for the system horn variIbus,elemenis:_
such as wells (l Oil'); streams and ponds (507) or more (depending an watershed
regulations), property lines (101, top of einbai kment (l5')i watershed buffers, etc.,(see
Attachment 1)
This.report discusses the general potential of useable; sails for on-site.surface acid
subsurFace=wastewater disposal`and, of'course; does not constitute or imply any appfoval
or pennit as needed by the client froin the local Beath department, S&EC is a.
professional consulting firm- that specializes. in the delineation of soil areas for.
wastewater dtspasal andtfi Iayout aril design of wastewater treatri eat systems. As a
professional consulting firnn, s&EC is;li�rcd for its professional opinion iii these;rnatters:
lie.rules.governing.wasfewater treatirtent (interpreted arid;goverrieel liy local acid state
agencies) are evolving canstaantly, and.:in many eases; affected by the opinions of
individuals employedby these gtivemtn g agencies'. Because of this, S&EC cannot
guarantee, that areas. delineated and/or systeins designed twill be permitted: by, the
ggverning;agen11 PIPS, As: always, SScEC recornmends:that anyone making financial
com mitm&hts on a tract be fully aware of individual peririit re0if6ments on that tract
prior to final action.
An individual septic system permit will -be required f6r,.ea6h lot or central. systeiim,prior to
obtaining a building periziit: This will :involve`a detailed evaluatio by the local' hdaltl
department or DWQ to dOerminc,<among either things, system size.and layout;, well;

e
drive and house location: Only after developing thisinforirmation can a final
determination be.made concerning. specifics of'system design and sdt& utilization.
Soil & Environtriental Consultants, PA.is pleased to be of:service it this matter and we
lav forward to assisting in any site analysis'needs you may:have in the fiiture Please
feel: free to call with. any or comments.
Sincerely,
Kevin'Martin
NC Licensed. Snail Seieritist

APPENDIX C
LOCAL GOVERNMENT REVIEW REQUIREMENTS

CITY OF HENDERSONVILLE
WATER AND SEWER DEPARTMENT
WATER AND SEWER AVAILABILITY REQUEST
Project Name: The Glen at Flat Rock Phase/Section:
Property Owner(s): Retirement Living Associates, Inc. Submittal Date:
Submitted By:
David W. Ammons
Phone Number:
N/A
8/4/06
919-783-0044
Engineering Firm: McGill Associates, P.A. Engineer: Randall D. Hintz, P.E.
PIN(s) or PID(s):
PIN 9546514260 PID 9959635
GENERAL INFORMATION -
Water Project
No. of Lots or Units:
Estimated Demand Per Day: gallons per day
Adjacent Street(s) or Road(s):
® Sewer Project
No. of Lots or Units: See Comments
Estimated Demand Per Day: 80,000 gallons per day
Adjacent Street(s) or Road(s): Crab Creek Road at Pearl lane
COMMENTS:
Facility is a retirement ceter with adjacent single family lot development consisting of 148 attached
apartments, 17 townhouses, 76 detached homes, 18 bedroom assisted living care center, 60 room
skilled care center, and a 43 lot single family subdivision.
CITY OF HENDERSONVILLE USE ONLY
'/Zknn�5-641Date: fReviewed by:
Approved:
Returned:
Date:
Date:
REVISED
5/8/06

Smith, Lee
From: Randy Hintz [[e-mail]]
Sent: Friday, August 04, 2006 4:56 PM
To: Smith, Lee
Cc: Frady, Dennis; David Ammons; Mike Waresak
Subject: The Glen at Flat Rock - Sewer Availability
E-1
Sewer Availability
Request FOR...
Mr. Smith.,
Based on my conversations with Mr. Dennis Frady and his subsequent e-mail to me regarding
sewer availability for the subject project, attached please find a sewer availability
request form. Dennis indicated that because this project is outside the City's service
area, the City would be unable to provide service to the project. However, because we are
currently preparing an alternatives analysis for sewer service that will be submitted with
an NPDES permit application for the project, we will need to include documentation in our
report that sewer service is not available. Your assistance in providing this
documentation is greatly appreciated.
If you have any questions regarding this matter, please let me know.
Thank you for your attention to this matter.
Randy Hintz
Randall D. Hintz, P.E.
McGill Associates, P.A.
55 Broad Street
Asheville, NC 28801
828-252-0575 (phone)
828-2.52-2518 (,fax)
[e-mail]
-----Original message -----
From: Frady, Dennis(mailto: DFrady@Cityof Hendersonville. org]
Sent: Friday, August 04, 2006 3:19 PM
To: [e-mail]
Subject: Availability Forms
Randy,
Please find attached the form that we spoke of earlier. When complete email it back to
[e-mail]
If you need anything else please let me know.
Have a great week end,
Dennis L. Frady
Assistant Director,
City of Hendersonville, Water & Sewer Department
1

10/10/2009 09:22 FAX [phone] McGILL ASSOCS. 1@004
Local Government Review Requirements
for the Issuance of New Non-M micipal Domestic Wastewater Discharge Permits
j:neral Statute Overview
North Carolina General Statute 143-215.1 (c) (6) allows input from local governments in the issuance of NPDES Permits fox non -
municipal domestic wastewater treatment facilities. Specifically, the Environmental Management Commission (EMC) may not act
on an application for a new non -municipal domestic wastewater discharge facility until it has received a written statement from
each city and county government having jurisdiction over any part of the lands on which the proposed facility and its
appurtenances are to be located The written statememt shall document whether the city or county has a zoning or subdivision
ordinance in effect and (if such an ordinance is in effect) whether the proposed facility is consistent with the ordinance. The
EMC shall not approve a permit application fox any facility which a city or county has determined to be inconsistent with zoning
or subdivision ordinances unless the approval of such application is determined to have statewide significance and is in the best
interest of the State.
Instructions to the Applicant
Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant shall request that both the
nearby city and county government complete this form.
The applicant must:
♦ Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the
city and the county by certified mail, return .receipt requested.
♦ If either (or both) local government(s) fail(s) to marl the completed form, as evidenced by the postmark on the
certified mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the
application to the NPDES Unit.
♦ As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall
submit a copy of the certified mail card along with a notarized letter stating that the local govemment(s) failed to
respond within the 15-day period.
Instructions to the Local Government
The nearby city and/or county government which may have or has jurisdiction over any part of the land on which the
proposed facility or its appurtenances are to be located is required ' to complete and return this form to the applicant
within 15 days of receipt. The form must be signed and notarized.
Name of local governmen
�ty Uounty)
Does city, county have jurisdiction ove y part o£ the land on which the proposed facility, and its appurtenances
are to be sated? Yes [ ] Noj o
Does the city/county have in effect a zoning or subdivision ordinance? Yes [ ] No [ ]
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with the
ordinance? Yes [ ] No [ ']
bjbDate Signature
(City Manager/County Manager)
State of Ooirfh Cr volinct , County of Hcy&—rsoh
On this Ili day of ►Jovenv+mbev .2006, personally appeared before me, the said
name Chrl s A. Cavfey to me known and known to me to be the person
described in and who executed the foregoing document and he (or she) acknowledged that he (or she)
executed the same and being. duly sworn by me, made oath that the statements in the foregoing document
are true.
My Commission expires 03• M-11 (Signature of Notary Public)
Notary Public (Official. Seal)
TAMMIE K..DRAKE �'"^�^�G�• pc
NOTARY PUBLIC
HENDERSON COUNTY, NC

Local Government Review Requirements
for the Issuance of New Non -Municipal Domestic Wastewater Discharge Permits
General Statute Overview
North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the issuance of NPDES Permits for non -
municipal domestic wastewater treatment facilities. Specifically, the Environmental Management Commission (EMC) may not act
on an application for a new non -municipal domestic wastewater discharge facility until it has received a written statement from
each city and county government having jurisdiction over any part of the lands on which the proposed facility and its
appurtenances are to be located. The written statement shall document whether the city or county has a zoning or subdivision
ordinance in effect and (if such an ordinance is in effect) whether the proposed facility is consistent with the ordinance. The
EMC shall not approve a permit application for any facility which a city or county has determined to be inconsistent with zoning
or subdivision ordinances unless the approval of such application is determined to have statewide significance and is in the best
interest of the State.
Instructions to the Applicant
Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant shall request that both the
nearby city and county government complete this form.
The applicant must:
♦ Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the
city and the county by certified mail, return receipt requested.
♦ If either (or both) local government(s) fail(s) to mail the completed form, as evidenced by the postmark on the
certified mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the
application to the NPDES Unit.
♦ As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall
submit a copy of the certified mail card along with a notarized letter stating that the local government(s) failed to
respond within the 15-day period.
Instructions to the Local Government
The nearby city and/or county government which may have or has jurisdiction over any part of the land on which the
proposed facility or its appurtenances are to be located is required to complete and return this form to the applicant
within 15 days of receipt. The form must be signed and notarized.
Name of local
eAJ %'d 'JO r C oVIY%
(City/County)
Does the city/county have ' sdiction over any part of the land on which the proposed facility and its appurtenances
are to be located? Yes o [ ] If no, please sign this form, have it notarized, and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes [/'No [
If there is a zoni;rNo
subdivision ordinance in effect, is the plan for the proposed facility consistent with the
ordinance? Yes [ ] A i A -- ,
Date
State
of
On this dayof ,Aw 6 personally appeared before me, the' said,•'
name�I"l# zt2�
to me known and known to me to be the, person
described in and who a ecuted the foregoing document and he (or she) acknowledged that he r she)
executed the same and being duly sworn by me, made oath that the statements i he foregoi g ocu ent
are true. y�
My Commission expires u 0 .(Signature of Notary L
Notary Pul5lic ( fficial Seal)

Query/Selection Results
Page 1 of 1
Please enlarge this window to see all results.
Parcels
Rec I PIN I PID I Name-1 Name_2 Acreage
1 1954651426019959635 1 FRADY FAMILY LIMITED PARTNERSHIP 1 1132.72_
Zoning Districts
Rec
I Zoning District
1
JOPENUSE
H.C. Commissioner Districts
Rec I Voting Precinct I Commissioner District
1 1 Crab Creek 15
H:C.-Votina Precincts
Rec
Voting Precinct I Commissioner District
1,._
Crab Creek 5
Munici al Boundaries
Rec Municipality HYPERLINK
1
Hi h and Middle School Districts
Rec I High School District Middle School District
1 1 EAST HENDERSON I FLAT ROCK MIDDLE
Elementary School Districts
P
ec Elementary School DistricA
TKINSONN
Fire Tax Districts
Rec Fire Tax District
1 114 Valley Hill 2
Soil Tvnes
Rec
I Soil Type
I Description
I HYPERLINK
1
jTuF
I Tusquitee stony loam, 25 to 45 percent slopes
I http://www.henderson.lib.nc.us/county/soil/Detailed Planning.htm#TuF
Census Tracts
Rec POPULATION TRACT
1 15586 991900
Census Blocks
Rec I Block I TRACT SENATE I HOUSE I CONGRESS I TOTAL IVOTING AGE REGISTERED
1 12058 1991300129 150 ill 128 122 118
Count Ma Grid
Rec I Map Sheet
1 19546
http://private. gis.hendersoncountync. org/s ervleticom. esri. esrimap.Esrimap?S ervieeName=... 10/3 /2006

Parcel Print Page Pagel of 2
Henderson Countv Parcel Print PaLFe
***WARNING: THIS IS NOT A Date: 10/3/2006
SURVEY! * * *
This map is prepared for the inventory of
real property found within this jurisdiction,.;:
and is compiled from recorded deeds, plats,'
and other public records and data. Users of
this map are hereby notified that the
aforementioned public primary information _ ..
sources should be consulted for verification
of the information contained on. this map.
The County and mapping company assume
no legal responsibility for the information
contained on this trap.
Rec
1
PIN
9546514260
P.ID
9959635
Name-1
FRADY FAMILY LIMITED PARTN
Name-2
Prop_Desc
SR1127 ON CRAB CREEK RD
Map Sheet
9546.00
Nbr Bldgs
0
Daterec
14-APR-98
Book/Page
950/680
Land Value
NA Until January 2007
Bldg_Value
NA Until January 2007
Total —Val
NA Until January 2007
Nbad_Desc
VALLEY HILL #2
Subdivision
Stamps
Landuse
300
Address 1
691 CRAB CREEK ROAD
Address 2
Address 3
City
HENDERSONVILLE
State
NC
Postal
Code
28739
http://private. gis.hendersoncountync.org/intemal/parcelprint.htm
10/3/2006

APPENDIX D
MISCELLANEOUS
CORRESPONDENCE/DOCUMENTATION

Adjacent Properties at Flat Rock
9/26/06
1. Mr. Charles Barker owns land to east of site. #8925
Mr. Barker will provide a letter to us that he is not interested in selling at this time.
2. Pearl McDowell owns land to east of site. #9699
Mr. Barker is sole heir to Mrs. McDowell's land and his letter will cover her property as
well.
3. Mr. Arthur Garbarino owns land south of site, up the mountain. #1557
Mr. Garbarino has not returned my calls but I fully suspect his land is not of any use to us
as it is up steep mountain behind site. Very very steep.
4. Mr. Rodger Popkin owns land to west of site. #1279
Letter from Blue Star Camp already provided.
5. Boyce Robinson owns land to north of site. #1067
I have not been able to get in touch with son that will be decision maker, he has not
returned several calls. This site and #8144 just to the east of it are owned by same family
two different generations.
6. Alice Jones owns land to north of site. #8144
This is site tied to #5 above, I spoke to Mrs. Alice Jones. She said she did not want to
sell but that decision rested with her son, Robert, that was married to Boyce Robinson
family. Robert has not returned any calls.
7. Mr. Kenneth Erb owns land to north of site. #3787 and others
Mr. Erb was contacted by me and chooses to communicate only through a Real Estate
agent. I spoke to agent, Jenny Bohannan. She indicated that, "Mr. Erb will sell his
approx 19 acres for $1,000,000 not one penny less" This is over $50,000 per acre and is
not practical at all economically.
8. Ruth Hewitt property owned by Mrs. McPhail and her son Fritz., north of site. #2988
I am talking to Fritz McPhail on 9/26 and hope to meet soon. Price is around $50,000 per
acre and is not practical economically.

Mr -David W. Ammons
Retirement Living Associates, Inc.
2304 We5vill Ct., #3 10:
Raleigh, NC 27607
RE W Wastewater solutions for your -pro -posed Glen At Flat Rock project
Dear David,
Thank you for your inquiry as to whether we would be interested in: either selling land
to Retirement Living Associates, Inc. for the purpose of, treating wastewater from the
Glen at Flat Rock or combining `Blue Star's wastewater with that of the Glen At Flat.
Rock in a joint treatment solution.
We do not have appropriate land available to sell you for wastewater treatment purposes
at this time. We also do not feel it is in best interests to develop ajoint wastewater
treatment plant solution with the Glen At Flat Rock at this time regardless of whether the
wastewater was processed on your property or ours.
Should you or your., associates have additional questions:or concerns that you would like
to discuss, please don't hesitate to be in touch. with me or Rodger Popkin at 828-692-
359-1-
3595 Sheridan Streeti SL11te 107, HollYwood, FL 33021 (954).963-4494 / Miami: (309 624-2267 / Fax: [phone]
P.O. Box 10191.BlUe,Star. Way, Hendersonville, N - C 28793 1 (928j.692-3591 Fax: [phone]
wwwbluestarcarnps.com
Rodger and Candy Popkin; Owners Rodger and Jason PoFkln, Ownen and Dh-ectdrs
Torn Rosenberg, Director * Herman 11918-2002yand Rosalie Popkin. Founders

Z001n 19M.ON XH/XZ] 0%:OT RHZ 90OZ/ZT/OT
September 29, 2006
Mr. David W. Ammons
2304 Wesvill Court, Suite 310
Raleigh, NC 27622
RE: The Glen At Flat Rock
Dear Mr. Ammons:
I am writing to conclude for you in writing our consideration of selling you a portion of
our property that is near or adjoins your property on Crab Creek Road. We are not
interested in selling any of our property to you. I am the sole heir of Mrs. Pearl
McDowell's property and represent her tracts also.
We enjoyed meeting you and look forward to your community as it progresses.
Sincerely,
¢� a
Mr. V6+Hm"-3;. Barker
z•d 61006BL6TB — 0ossd �uinz_] zuawa.Ai-4aN e{rfr:TT 90 ZT 1400

10-02-'06 12:52 FROM-NCDENR ASHEVILLE RO
r
8282997043 T-444 P01/03 U-088
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, F.E, Director
Division of Water Quality
FAX TRANSMITTAL
Date: October 2, 2006
To: Forrest Westall 252-2518
From: Starr Silvis.
Re: Blue Star Camps
Pages (including cover page): 3
N,,%p�hcaro
North Carolina Division of Water Quality— Asheville Regional Office 2090 U.S. Hipway 70 Swannanos, NC 28778 Phone (828) Z96-4500
Surface Water Protection Section FAX [phone]
Customer Service 1-877-623-6748
Internet hftpJhmw.ncwaterquality.org/
An Equal Opportunity/Affirmative AGtiop -Employer— 50% Recycled/10% Post Consumer Paper
10/02/2006 MON 11:47 [TX/RX NO 61351 2001

10-02`06 12:52 FROM-NCDENE ASHEVILLE Ro 8282997043. T-444 P03/03 U-088
Permit NC00362511
LIMITATIONS AND MONITORING REQUIREMENTS
Yr During the pep-od beginning the effective date of this permit and lasting, untB expiration, the Petmince is
discharges s monitored by the Pezaittee as
Authorized t,, discharge from outfaU 001. Sur-1 shall be limited and mor
p ccifled below:
be iaa discharge of floating solids oX visible foam in Other than grace -amounts-
CA fr\
q
01
10/02/2006 MON 11:47 [TX/RX NO 61351 Q1003

Page 1 of 1
Randy Hintz
From: John C Weaver [e-mail]]
Sent: Tuesday, August 15, 2006 10:00 AM
To: [e-mail]
Cc: John C Weaver
Subject: Low -flow characteristics for Mud Creek near Camp Blue Star (Henderson County)
Mr. Hintz,
In response to your inquiry about the low -flow characteristics (7Q10) for a location on Mud Creek near Camp Blue Star
southwest of Hendersonville (in Henderson County), the following information is provided:
A check of the low -flow files here at the USGS office indicates no previous determinations for the specific location you
identified, but low -flow characteristics were previously determined (December 1986) at several nearby sites on Mud Creek
at Secondary Road 1238 (station id 0344604310, drainage area 2.0 sgmi) and at Dry Branch at mouth (station id
0344604305, drainage area 0.26 sgmi) in response to another request. No site -specific USGS.discharge records are
known to exist for your specific location.
The 7Q10 low -flow yield (expressed as flow per square mile drainage area, or cfsm) used for the previous estimates is
0.58 cfsm, based on three nearby USGS sites having sufficient data to allow for low -flow analyses.
The most recent low -flow report for this area of North Carolina is USGS Water -Supply Paper 2403 "Low -flow
characteristics of streams in North Carolina" (Giese and Mason, 1993). This report provides statistical relations for
estimating various low -flow discharges. The area of Henderson County falls within Hydrologic Area (HA)10 that covers
the Blue Ridge and western Piedmont streams.
An online version of this report is accessible at http://pubs.er.usgs.gov/usgspubs/wsp/wsp2403
Using a mean annual runoff value of 2.5 to 3.0 cfsm for streams in southwest Henderson County streams, application of
the HA10 statistical relation for estimating the 7Q10 discharge results in a 7Q10 low -flow yield range of 0.39 to 0.47 cfsm.
Consideration, of nearby streams listed in Table 1 of this same report also identifies 7Q10 yields ranging from about 0.56
to about 0.70 cfsm, more consistent with the value used in the previous low -flow determinations.
Thus in the absence of further data and analyses for sites on Mud Creek, it appears the 7Q10 low -flow yield of 0.58 cfsm
is appropriate. Once you know the specific drainage area for your specific location, you apply the drainage area to the
low -flow yield to obtain a flow estimate (in cfs).
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] H Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://nc.water.usgs.gov/
10/11/2006

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$1,498,500
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County: Henderson Lot size is 20 or more acres High School: EAST HENDERSON
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$990,000
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Land Property, County: Henderson, Approximately 55 acre(s), View
To access this page directly, use http://homes.realtor.com/prop/1070185281
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Land Property Approximately 51.18 acre(s) Present use: Cattle farm, Horse
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6*�vs rrqq ��,,,,&&,, gq
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Farm/Ranch Property, County: Henderson, Approximately 74.46 acre(s), Hill/mountain view, View, Waterfront
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' Farm/Ranch Property
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Land Property, Subdivision: Mountain Place, County: Henderson, Approximately 77.45 acre(s)
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Land Property Approximate lot is irregular Elementary School: UPWARD
County: Henderson Approximately 77.45 acre(s) Middle School: FLAT ROCK
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rr�( OF V\'EtA 'E?-Sota%.\-e
r s
'11,1/ATE,R.AND Sl_EWER DEPARTMENT FEES &RATES '. � � � � `
Equipment Usage hour) rates):
Backhoe
30
Air compressor
$10
Dump truck
15
Jet Vac
$55
Harben
25
Camera Truck
55
Boring Machine
15
Lateral Camera
10
Water System Rates
Inside City:
Effective 07-01-04
Base charge peraccount
$3.30
0 to 40,000 allons
2.02
er 1,000 gallons
40,000 to 200,000 gallons
1.52
per 1,000 gallons
Over 200,000 gallons
11.31
per 1,000 gallons
Outside City:
Base charge peraccount
$5.28
0 to 40,000 gallons
$3.23
per 1,000 gallons
40,000 to 200,000 gallons
$2.42
per 1,000
allons
Over 200,000 allons
$2.04
per 1,000 gallons
Inside City:
Effective 07-01-05
Base charge peraccount
$3.30
0 to 40,000 galions
$2.08
per 1,000 gallons
40,000 to 200,000 gallons
$1.57
per 1,000 gallons
Over 200 000 allons
1.42
per 1,000 gallons
Outside City:
Base charge peraccount
$5.28
0 to 40,000 gallons
$3.33
per 1,000 gallons
40,000 to 200,000 gallons
$2.49
per 1,000 gallons
Over 200,000 gallons
$2.23
per 1,000 gallons
Inside City:
Effective 07-01-06
Base charge per account
$3.30
0 to 40,000 gallons
$2.14
per 1,000 gallons
40,000 to 200,000 gallons
$1.62
per 1,000 gallons
Over 200,000 gallons
1.52
er 1,000 gallons
Outside City:
Base charge peraccount
$5.28
0 to 40,000 gallons
$3.43
per 1,000 gallons
40,000 to 200,000 gallons
$2.56
per 1'000 gallons
Over 200,000 gallons
$2.42
per 1,000 gallons
Sewer System Rates Note: 7hese sewerratesare notapplicable to the Cane Creek norMud CreekSanita
SewerDistricts
Inside City:
Effective 07-01-04
Base charge peraccount
$5.28
Rate per 1,000 gallons
$3.44
Outside City:
Base charge per account
$8.45
Rate per 1,000 gallons
$5.51
Inside City:
Effective 07-01-05
Base charge per account
$5.28
Rate per 1,000 gallons
$3.63
Outside City:
Base charge peraccount
$8.45
Rate per 1,000 gallons
$5.82
Inside City:
Effective 07-01-06
Base charge peraccount
$5.28
Rate per 1,000 gallons
$3.82
Outside City:
Base charge per account
$8.45
Rate per 1,000 gallons
$6.12
Water taps /8"
500
Water taps (larger)
Cost + 10%
Water - stub out 5/8"
$250
Water System Development Charge (5/8")
More than 5 8"
$700
see schedule

Sewer to
500
Sewer system development charge
$1,200
More than 5/8"
see schedule
Meters
Turn on/Set Meter during business hours
$20
after business hours
$75
Test meter at customer request: less than 1"
$30
More than 1"
$30 + cost
(If meter is found to be faulty, no charge)
Test line pressure upon customer request
$35
Engineering Review:
Line extensions
$250
Pump/Lift station
$50
Storage tank
50
Miscellaneous Fees:
•Reconnection for nonpayment:
Turn meter on
During business hours
After business hours
$25
-Replace meter removed due to additional consumption after cut-off for
$75
nonpayment:
During business hours
$50
After business hours
$75
-Reconnection of service at main
Actual cost
-Hydrant installation
Cost
*Returned check fee
Maximum allowed by law
•Chemical analysis of water
Cost + 10%
*Septic tank waste disposal
$50/1,000 gallons
•Septic waste disposal permit
$25
-Pretreatment Program
Cost of program