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CLEAN WATER STATE REVOLVING FUND
ENGINEERING REPORT
MAIN STREET SEWER LINE IMPROVEMENTS
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
Randall Hintz, PE
E
McGH1
ASSOCIATE S
55 Broad Street, Asheville, NC 28801
PO Box 2259, Asheville, NC 28802-2259
Phone: [phone]
Fax: [phone]
JUNE 2012
12.00305
s
L)RV®w
4aIA510

UPFRONT INFORMATION
OWNER
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Contact:. Bill Green - Manager
Phone: [phone]
Email: [e-mail]
PROJECT TITLE
Main Street Sewer Improvements
Town of Andrews, North Carolina
OWNER'S CONSULTANT
McGill Associates, P.A.
55 Broad Street
Asheville, North Carolina 28801
Contact:
Randall Hintz, PE
Phone:
[phone]
Email:
randntz(a�mc ilg lengineers.com
LEAD AGENCY
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Infrastructure Finance Section
Room F 140
2728 Capital Boulevard
Raleigh, North Carolina 27604
Contact: Jennifer Haynie
Phone: [phone]
Main Street Sewer Line Improvements 2 Town of Andrews
McGill Associates, P.A. June 2012

TABLE OF CONTENTS
UPFRONT INFORMATION.................................................................................... 2
SECTION 1 EXECUTIVE SUMMARY................................................................ 8
SECTION 2 PROPOSED PROJECT DESCRIPTION........................................11
SECTION 3 CURRENT SITUATION.................................................................14
3.1 Operation and Maintenance Plan..................................................15
3.2 System Size and Condtion............................................................ 17
3.3 Collection System Issues.............................................................. 19
3.4 Current Wastewater Flow.............................................................. 24
SECTION 4 FUTURE SITUATION.................................................................... 26
SECTION 5 PURPOSE AND NEED...................................................................27
SECTION 6 ALTERNATIVES ANALYSIS....................................................... 28
6.1 Alternatives Descriptions............................................................. 29
6.2 Present Worth Analysis................................................................ 32
6.3 Alternatives Analysis Summary ................................................... 49
SECTION 7 ENVIRONMENTAL INFORMATION DOCUMENT (EID)........ 50
SECTION 8 FINANCIAL ANALYSIS............................................................... 82
SECTION 9 PUBLIC PARTICIPATION............................................................ 88
Main Street Sewer Line Improvements 3 Town of Andrews
McGill Associates, P.A. June 2012

LISP' OF TABLES
TABLE 2.1
PROJECT DESCRIPTION.........................................................................................11
TABLE 3.1.1
BUDGETED FUNDS FOR MAINTENANCE..................................................................15
TABLE 3.1.2
ACTUAL EXPENDITURES FOR COLLECTION SYSTEM MAINTENANCE ......................16
TABLE 3.1.3
MAINTENANCE ACTIVITIES...................................................................................16
TABLE 3.2.1
COLLECTION SYSTEM LINE DESCRIPTION..............................................................1.7
TABLE 3.2.2
PUMP STATION DESCRIPTION................................................................................18
TABLE 3.3.1
COLLECTION SYSTEM ISSUE DESCRIPTION..............................................................
19
TABLE 3.3.2
SSO DESCRIPTIONS.............................................................................................19
TABLE 3.3.3
UNSEWERED AREAS.............................................................................................20
TABLE 3.3.4
SUMMARY OF WORK WITH SSES...........................................................................20
TABLE 3.3.5
LISTING OF COLLECTION LINES WITH ISSUES.........................................................21
TABLE 3.3.6
PRIORITY EVALUATION OF SEWER NEEDING REPAIR..............................................22
TABLE 3.3.7
GENERAL WWTP CONDITION.................................................................................23
TABLE3.4.1
CURRENT FLOW.....................................................................................................24
TABLE 4.1.1
FUTURE SITUATION...............................................................................................26
TABLE 6.1.1
NO ACTION ALTERNATIVE....................................................................................29
TABLE 6.1.2
ALTERNATE #1 — REHABILITATION OF EXISTING SEWER LINE ...............................
30
TABLE 6.1.3
ALTERNATE #2 — REPLACEMENT OF EXISTING SEWER LINE ...................................
31
TABLE 6.2.1
PRESENT WORTH ANALYSIS — REHABILITATION OF EXISTING SEWER LINE 32
TABLE 6.2.2
REPLACEMENT COST YEAR 1-5 (REHABILITATION)...............................................33
TABLE 6.2.3
REPLACEMENT COST YEAR 6-10 (REHABILITATION) .............................................34
TABLE 6.2.4
REPLACEMENT COST YEAR 11-15 (REHABILITATION)...........................................35
TABLE 6.2.5
REPLACEMENT COST YEAR 16-20 (REHABILITATION)...........................................36
TABLE 6.2.6
PRESENT VALUE OF OPERATIONS AND MAINTENANCE YEAR 1-10 ......................37
TABLE 6.2.7
PRESENT VALUE OF OPERATIONS AND MAINTENANCE YEAR 11-20 ....................38
TABLE 6.2.8
REPLACEMENT COST LIFE CYCLE ASSUMPTIONS....................................................39
TABLE 6.2.9
CAPITAL COSTS (REPLACEMENT PREFERRED).......................................................40
TABLE 6.2.1 O
REPLACEMENT COST YEAR 1-5 (REPLACEMENT PREFERRED).................................41
TABLE 6.2.11
REPLACEMENT COST YEAR 6-10 (REPLACEMENT PREFERRED)...............................42
Main Street Sewer Line Improvements 4 Town of Andrews
McGill Associates,
P.A. June 2012

TABLE 6.2.12
REPLACEMENT COST YEAR I I-15 (REPLACEMENT PREFERRED) .............................43
TABLE 6.2.13
REPLACEMENT COST YEAR 16-20 (REPLACEMENT PREFERRED) .............................44
TABLE 6.2.14
PRESENT VALUE OF OPERATIONS AND MAINTENANCE YEAR 1-10 .......................45
TABLE 6.2.15
PRESENT VALUE OF OPERATIONS AND MAINTENANCE YEAR 1 1-20 .....................46
TABLE 6.2.16
REPLACEMENT COST LIFE CYCLE ASSUMPTIONS....................................................47
TABLE 6.2.17
TOTAL PRESENT WORTH FOR FEASIBLE ALTERNATIVES.........................................48
TABLE 6.3.1
ALTERNATIVES ANALYSIS SUMMARY...................................................................49
TABLE 7.1
TOPOGRAPHY AND FLOODPLAINS.........................................................................
52
TABLE7.2
SOILS...................................................................................................................
54
TABLE 7.3
PRIME AND UNIQUE FARMLAND............................................................................
56
TABLE7.4
LAND USE.............................................................................................................59
TABLE 7.5
FOREST RESOURCES..............................................................................................60
TABLE 7.6
WETLANDS AND STREAMS....................................................................................61
TABLE 7.7
STREAM / WETLAND CROSSINGS...........................................................................
62
TABLE 7.8
WATER RESOURCES..............................................................................................
64
TABLE 7.9
SHELLFISH, FISH AND THEIR HABITATS.................................................................66
TABLE 7.10
WILDLIFE AND NATURAL VEGETATION.................................................................
68
TABLE 7.11
PUBLIC LANDS, AND SCENIC, RECREATIONAL, STATE NATURAL AREAS .................
71
TABLE 7.12
AREAS OF ARCHAEOLOGICAL OR HISTORICAL VALUE ............................................
72
TABLE7.13
AIR QUALITY.........................................................................................................73
TABLE 7.14
NOISE LEVELS......................................................................................................
74
TABLE 7.15
INTRODUCTION TO TOXIC SUBSTANCES................................................................
75
Main Street Sewer Line Improvements
McGill Associates, P.A.
5
Town of Andrews
June 2012

TABLE 7.16
ENVIRONMENTAL JUSTICE ANALYSIS....................................................................
76
TABLE 7.17
MITIGATIVE MEASURES........................................................................................79
TABLE 8.1
FINANCIAL CONDITION ANALYSIS.........................................................................
82
TABLE 8.2
FUNDING DISTRIBUTION.......................................................................................
83
TABLE 8.3
YEAR 1 INTEREST AND REPAYMENT.......................................................................
84
TABLE 8.4
COST TO TREAT 5000 GALLONS OF SEWER.............................................................
85
TABLE 8.5
USER FEE INCREASE..............................................................................................
86
TABLE 8.6
REVENUE GENERATION CALCULATION...............................................:................
87
LIST OF FIGURES
FIGURE 1.1
PROJECT LOCATION MAP.....................................................................................10
FIGURE 2 1
PROJECT PLANS....................................................................................................12
FIGURE 2.1 A
PROJECT PLANS....................................................................................................13
FIGURE 3.1
SEWERSHED MAP AND LOCATION ID MAP.............................................................25
FIGURE 7.1
ENVIRONMENTAL FEATURES...............................................................................
51
FIGURE 7.2
FLOODWAY MAP...................................................................................................53
FIGURE7.3
SOILS MAP............................................................................................................55
FIGURE 7.4
PRIME AND UNIQUE FARMLAND............................................................................
57
FIGURE 7.5
NATIONAL INVENTORY OF WETLANDS...................................................................63
FIGURE 7.6
US FISH AND WILDLIFE ENDANGERED SPECIES.......................................................
70
FIGURE 7.7
ENVIRONMENTAL JUSTICE INFORMATION..............................................................
77
Main Street Sewer Line Improvements 6 Town of Andrews
McGill Associates, P.A. June 2012

LIST OF APPENDICES
APPENDIX A — LOCATION AND COST DATA
Project Location Map
• Existing and Proposed Site Plans
• Detailed Cost Estimates for Alternatives
• User Rate Fee
2011-2012 Annual Budget Ordinance
APPENDIX B — EXISTING COLLECTION SYSTEM DATA
• Notice of Violation and Spill Response Evaluations
• DMR Data — Average Monthly Flows at WWTP
• Documentation of System Age
APPENDIX C — EXISTING ENVIRONMENTAL CONDITIONS
• Relevant pages from Hiwassee River Basinwide Water Quality Plan
• Stream Classification for Valley River
• Valley River Listing on 303(d) List
• Map Showing Impaired Stream and Project Location
• Environmental Features Map and Documentation
APPENDIX C — FINANCIAL ANALYSIS DATA
• Sheets from Present Worth Workbook
• Sheets from Financial Analysis Workbook
Main Street Sewer Line Improvements 7 Town of Andrews
McGill Associates, P.A. June 2012

SECTION 1 - EXECUTIVE SUMMARY
The Town of Andrews, located in Cherokee County in southwestern North Carolina, is
characterized by steep mountains and broad valleys. The Town's water system has 1300 water
service connections and approximately 829 sewer connections that serve residents within the
Town limits as well as various adjacent areas in Cherokee County.
As part of maintaining the overall sewer distribution system, the Town has identified areas
within the system in dire need of rehabilitation, to reduce frequent line failures due to
deteriorating pipelines that contribute to total infiltration and inflow (I/I) and high flow wet
weather conditions within the sewer system. A primary area of concern that has been identified
is the existing 4-inch and 6-inch vitrified clay pipe (VCP) sewer lines along Main Street and an
existing 8-inch VCP sewer line along Laurel Street that has exceeded their useful design life. The
existing 8-inch VCP gravity sewer line along Laurel Street is in poor condition and has been
identified by Town staff as a major source of infiltration/inflow 1/I into the Town's sanitary
sewer collection system. This sewer line is over 40 years old and in need of repair. The existing
4-inch and -inch" VCP sewer line along Main Street was also constructed prior to 1970 and are
in extremely poor condition. These lines are also being replaced to meet minimum State
standards which require all municipal sewer lines to be a minimum of 8-inch diameter. The
existing 6-inch and 4-inch sewer lines have caused repeated clogging and sewage back-ups into
Main Street businesses and overflows into the street. Blockages and clogging in the Laurel
Street system have also caused backups into area residences. All existing piping associated with
this project are greater than 40 years old and constructed of vitrified clay pipe. All manholes
associates with this project are also greater than 40 years old with brick construction, allowing
infiltration and inflow into the sanitary sewer system. This area drains to the Valley River,
which is classified by the State of North Carolina as a Trout stream, and is on the State of North
Carolina's Integrated Report for Impaired Streams as being impaired due to turbidity. The
proposed rehabilitation will decrease the potential for sewage overflows, thereby directly
protecting the Valley River from additional turbidity due to sewage entering the river.
Main Street Sewer Line Improvements 8 Town of Andrews
McGill Associates, P.A. June 2012

As part of this report an alternative analysis was conducted and an alternative was chosen to be
implemented that best addresses the projects need and purpose using the following criteria:
• No Action
• Rehabilitation of the existing sewer lines along Main Street and Laurel Street using slip
line construction and manhole repair including sinkhole repair.
• Replacement sewer lines along Main Street and Laurel Street with rehabilitation of
existing manholes and sinkhole repair.
After the analysis was complete it was determined that the replacement alternative was chosen
because the 4-inch sewer line and 6-inch sewer line do not meet North Carolina Design
Standards and the design life of replacement far exceed that of slip line construction. Therefore,
this project will consist of the replacement of approximately 1,400 linear feet of 4-inch and 6-
inch VCP sewer pipe along Main Street and replacement of existing 8-inch VCP sewer line
along .Laurel Street in downtown Andrews. The project will include the rehabilitation of 7
manholes, 7 new manholes and 1 point repair of the existing sewer line where a sink hole has
formed.
The environmental impacts of this project are positive. The water quality of the streams will improve
after this project. All construction impacts will be minimal and will be controlled with best
management practices and North Carolina Department of Environment and Natural Resource
guidelines and rules.
The Revenue Generation calculations show that a user fee increase of $0.36 would be required to
repay the loan. However, after speaking with the Town of Andrews Manager, he indicated that
repayment would be made from their water & sewer fund with rate increases as necessary.
Main Street Sewer Line Improvements 9 Town of Andrews
McGill Associates, P.A. June 2012

a i •. - + �L � � a r' r ' FIGURE 1.1 LOCATION MAP
PROPOSE® SEWER REHABILITATION
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
_ 'N SCALE: 1"= 2000
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TOWN OF ANDREWS.
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SEWER IMPROVEMENTS
T® N OF ANDREWS
AROLINA CHEROKEE COUNTY, NORTH C
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SECTION 3 - CURRENT SITUATION
The Town of Andrews owns and operates a wastewater collection system and treatment plant
serving the Town of Andrews and the immediate surrounding area. The wastewater collection
system consists of 4-inch to 12-inch diameter gravity sewer lines, constructed of various types of
materials, including VCP, PVC and ductile iron. The wastewater collection and transmission
system transports the wastewater to the Town's wastewater treatment plant. As part of
maintaining the overall collection system, the Town has identified areas within the system in dire
need of rehabilitation, to reduce frequent line failures due to deteriorating pipelines that
contribute to total I/I that accounts for water loss within the system. A primary area of concern
that has been identified is an existing 8-inch VCP sewer lines along Main Street and Laurel
Street that has exceeded its useful design life. The existing gravity sewer lines along Main Street
and Laurel Street are in poor condition and has been identified by Town staff as a major source
of (I/I) into the Town's sanitary sewer collection system. A portion of the existing sewer lines
are being replaced to meet minimum State standards which require all municipal sewer lines to
be a minimum of 8-inch diameter. The existing 6-inch and 4-inch sewer lines have caused
repeated clogging and sewage back-ups into Main Street businesses and overflows into the street.
Blockages and clogging in the Laurel Street system have also caused backups into area
residences. All existing piping associated with this project are greater than 40 years old and
constructed of vitrified clay pipe. All manholes associates with this project are also greater than
40 years old with brick construction, allowing I/I into the sanitary sewer system. This area
drains to the Valley River, which is classified by the State of North Carolina as a Trout stream,
and is on the State of North Carolina's Integrated Report for Impaired Streams as being impaired
due to turbidity. The proposed rehabilitation will decrease the potential for sewage overflows,
thereby directly protecting the Valley River from additional i due to sewage entering the river.
Main Street Sewer Line Improvements 14 Town of Andrews
McGill Associates, P.A. June 2012

3.1 - Operations and Maintenance Plan
Table 3.1.1 Budgeted Funds for Collection System Maintenance
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Fiscal Year for Supplied Data (e.g., FY 2010-2011 .
2011/2012
Discuss the budget related to maintaining the collection system and specifically (if possible) in
the sewershed under consideration for rehabilitation/replacement (see Section 6.4.1 of the
guidance).
The Town of Andrews has budgeted $287,890.00, for water and sewer maintenance repairs.
Please see Appendix A for the 2011 Budget Ordinance for the Town of Andrews. This budget
includes money for the public works department to remedy or fix problems that arise throughout
the year.
Main Street Sewer Line Improvements 15 Town of Andrews
McGill Associates, P.A. June 2012

Table 3.1.2 Actual Expenditures for Collection System Maintenance
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Fiscal Year for Supplied Data (e.g., FY 2010-2011):
1 2011/2012
Describe expenditures related to maintaining the collection system and specifically, if possible,
in the sewershed under consideration for rehabilitationlreplacement (see Section 6.4.1 of the
guidance).
Total System Expenditures
Water and Sewer Distribution Salaries — $129,600
Maintenance Repairs Sewer - $20,000
Maintenance Repairs / Equipment — $12,000
(Please see Appendix A for the 2011 Town of Andrews budget (pg 25 of 48) for Water and
Sewer Maintenance Totals.)
Table 3.1.3. Maintenance Activities
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Describe the maintenance activities undertaken for the collection system.
Jet Cleaning the entire collection system twice a year.
Smoke test the portions of the collection system annually.
Make repairs as they are found.
Main Street Sewer Line Improvements 16 Town of Andrews
McGill Associates, P.A. June 2012

3-2 - System Size and Condition
Narrative
The existing sanitary sewer lines in the project sewershed are comprised largely of vitrified clay
pipe (VCP) that has been in service in upwards of forty years. Due to age and bury depth many
of these lines present maintenance and operational deficiencies, and contribute to excessive
inflow and infiltration within the project area. Additionally, specifically along the Main Street
portion of the project, the existing collection lines are undersized with (6-inch and 4-inch
diameter), and do not meet current NCDENR minimum requirements.
The lines identified for replacement in this report have outlived their useful service life and are in
need of replacement to ensure continued reliable flow conveyance to existing sewer system
customers and to eliminate the potential for increased UI and sewage overflows from line
collapse, blockage, or breaks. Please see Appendix B for documentation of the system age.
Table 3.2.1. Collection System Line Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide information related to the collection system lines in accordance with Section 4.4.1 of the
guidance.
Figure Number:
2.1
Pipe Diameter
Gravity Sewer
or Force Main?
Length
(feet)
Inch -miles
(GS Only)
Material
Age
Condition
12"
Gravity
2,460
5.59
VCP&DIP
40
Fair
10"
Gravity
1,850
3.5
VCP &PVC
40
Fair
8"
Gravity
27,770
42.07
VCP&PVC
40
Fair
6"
Gravity
1,200
1.36
VCP
40
Poor
4"
Gravity
9,80
0.74
VCP &PVC
22
Fair
Total Inch -miles of gravity sewer:
53.26
Main Street Sewer Line Improvements 17 Town of Andrews
McGill Associates, P.A. June 2012

Table 3.2.2. Pump Station Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide information related to the pump stations in accordance with Section 4.4.1 of the guidance.
Figure Number:
NA
Pump Station
Name
Firm
Pumping
Capacity
(gpm)a
Number of
Pumps
Pump Description
Age of
Pump(s)b
Pump Station
Condition
N/A
aFirm Pumping Capacity — The maximum pumped flow that can be achieved with the largest pump out of service.
bProvide age for each pump installed.
Main Street Sewer Line Improvements 18 Town of Andrews
McGill Associates, P.A. June 2012

3-3 -Collection System Issues
Table 3.3.1. Collection System Issue Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide more information related to the collection system and pump station conditions
described in Tables 3.1.4 and 3.1.5.
The existing 4-inch, 6-inch and 8-inch VCP gravity sewer lines along Main Street and
Laurel Street are in poor condition and have been identified by Town staff as a major
source of 1/1 into the Town's sanitary sewer collection system. These sewer lines was
constructed around 1970. The existing 6" VCP sewer line along Main Street was also
constructed prior to 1970 and is in extremely poor condition. The existing manholes on
the Main Street sewer line are constructed of brick, are in poor condition, and are also a
source of 1/1. This 4-inch and 6-inch sewer line will be replaced with an 8-inch DIP
sewer line, which is the minimum size allowed by current State regulations, and the
brick manholes will be replaced and rehabilitated with precast concrete manholes.
Please see Figure 3.1 for a map of the sewershed at the end of this section.
Table 3.3.2. SSO Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide the SSOs that have occurred in accordance with Section 4.4.1 of the guidance.
Figure number for SSO map:
I N/A
Date
Location
Brief Description of
Cause
Estimated
Amount Spilled
(gal).
Map Key
N/A
N/A
N/A
N/A
N/A
Does the LGU have a SOC or pending SOC?
❑ Yes, SOC is in place.
❑ Yes, SOC is pending.
❑ No
19
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 3.3.3. Unsewered Areas Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide information related to unsewered areas and septic systems in accordance with
Section 6.4.3 of the guidance.
Figure Number for Unsewered Areas map:
The project is in downtown Andrews and all residents in the sewer shed are on Town sewer.
Table 3.3.4. Summary of Work Accomplished with the SSES
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Per 6.4.3.3, provide a Summary of the work accomplished with/through the Sewer
System Evaluation Survey.
N/A
20
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 3.3.5. Listing of Collection System Lines with Issues
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Gravity
Sewer
Location
Sewer
I.D. ON
Gravity
Sewer Diameter
Materi
Sewer Age
Depth of
Sewer
FIG. 3.1
Sewer no.
(in.)
al
(years)
Cover (ft.)
Specific Sewer Problem
Score
1
1
6
VCP
42
10
Size does not meet NC Design
8
Criteria and it is believed to be
allowing infiltration into the
system.
2
2
4
VCP
40
6
Size does not meet NC Design
8
Criteria and it is believed to be
allowing infiltration into the
system.
3
3
8
VCP
22
5
A sinkhole has formed over the
8
existing sewer line and this
section is in need of point repair
to replace the existing 8" VCP
with 8" Dip
21
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 3.3.6. Priority Evaluation Results for Sewers Needing Rep air/Rehabilitation
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Gravity
Sewer
Location
Gravity
I.D. ON
Sewer
Sewer
FIG. 3.1
no.
Score
Recommended Solution
Cost
1
1
8
Replace existing 6" VCP
155,000
with 8" DIP and rehab
existing manholes
2
2
7
Replace existing 4" VCP
169,000
with 8" DIP and rehab
existing manholes
3
3
6
Replace existing 8" sewer
3,500
line at the sinkhole location
22
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 3.3.7. General WWTP Condition
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Provide a brief description of the WWTP condition.
The Town of Andrews WWTP is a facility that is approximately 40 years old. The capacity of
the plant is 1.5 MG. The Town of Andrews has received an NOV's for being out of compliance.
Please see the description below for the problem areas that were discovered by NCDENR-DWQ
NOVs
SOCs
Does the VVWTP have any NOVs?
Does the VVWTP have any SOCs or
® Yes
pending SOCs?
❑ Yes, SOC is finalized
❑ No
❑ Yes, SOC is pending
❑ N/A (new construction only)
® No
❑ N/A (new construction only)
If yes, then describe and provide backup
If yes, then describe and provide backup
information in an appendix of the ER.
information in an appendix of the ER.
February 24, 2011 - Trickling Filter
N/A
malfunction.
March 2010 — Exceeding BOD Limits
December 2009 Jailure to Monitor BOD
23
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

3.4 -Current Wastewater Flow
Table 3.4.1. Current Flows in Sewer Lines Targeted for Rehabilitation/Repair
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Describe below the information discussed in Section 6.4.4 of the guidance.
Sewer flows in the sewer lines that the Town of Andrews is proposing to replace are significant.
It is estimated that the current flows are as follows:
Main Street Sewershed — 35,000 GPD
Laurel Street / Sewershed = 8,850 GPD
Flow measurements were obtained by estimating the daily flows for the above mentioned
sewersheds. No additional flow will be generated by this project.
The estimated flow methodology and assumptions:
Each 3 bedroom home = 360 GPD per Home
Each Commercial Business = 25 GPD per Employee.
Google Earth and local knowledge of the businesses was used in determining the number of
homes and commercial business in the sewer shed. Please see Figure 3.1. The highlighted areas
are the actual sewer shed for the project,
24
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

SECTION 4 - FUTURE SITUATION
Table 4.1.1. Future Situation
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Describe the future situation for the sewershed as discussed in Section 6.5 of the guidance.
The proposed sewer system rehabilitation does not provide capacity for expansion of sewer
service within the project area, as the new lines only replace existing sewer collection and bring
them into compliance with State Minimum Design Criteria. The project will rehabilitate existing
collection routes within already developed residential and commercial areas within the Town of
Andrews. No additional system customers will be added as a result of the project, and no
additional service areas will be created. As such, treatment capacity, both current and future,
will remain unchanged as a result of the proposed rehabilitation project.
Discuss whether the proposed project could cause issues downstream of the completed work (see
Section 6.5 of the guidance).
Only positive impacts will be experienced downstream. The system will function at a higher
efficiency once the 4" and 6" sewer lines are replaced.
26
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

SECTION 5 - PURPOSE AND NEED
=UNIND
A portion of the existing sewer lines are being replaced to meet minimum State standards
which require all municipal sewer lines to be a minimum of 8-inch diameter. The
existing 6-inch and 4-inch sewer lines have caused repeated clogging and sewage back-
ups into Main Street businesses. Blockages and clogging in the Laurel Street system
have also caused backups into area residences. All existing piping associated with this
project are greater than 40 years old and constructed of vitrified clay pipe. All manholes
associates with this project are also greater than 40 years old with brick construction,
allowing infiltration and inflow into the sanitary sewer system. This area drains to the
Valley River, which is classified by the State of North Carolina as a Trout stream, and is
on the State of North Carolina's Integrated Report for Impaired Streams as being
impaired due to turbidity. The proposed rehabilitation will decrease the potential for
sewage overflows, thereby directly protecting the Valley River from additional
impairment due to sewage entering the river.
2. PURPOSE
The replacement of these 2 line segments will reduce I/I in the collection system, and
provide a more reliable sewer system with minimal risk for sewer overflows, thereby
protecting the adjacent and downstream water supply source waters and trout waters.
The project will also prevent further impairment of the downstream Valley River by
minimizing the risk for sanitary sewer overflows. Also, the lines along Main Street will
be in State compliance with replacement of 4-inch and 6-inch sewer lines and increase
efficiency of the system.
27
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

SECTION 6 - ALTERNATIVE ANALYSIS
A total of three (3) alternatives have been considered, including:
• No -Action
• Rehabilitation of Existing Sewer Line
• Replacement of Existing Sewer Line
A fourth alternative (combination) was not examined because the replacement alternative is
already a combination alternative. As part of this alternative, the sewer lines will be replaced
and a portion of the manholes will be rehabilitated. Also, the rehabilitation of the sewer lines are
on Main. Street are not a viable solution because the size of the existing sewer lines do not meet
North Carolina design criteria.
28
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.1.1. Alternatives Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
No -Action Alternative
Description
No Action Alternative - This alternative assumes the Town of Andrews take no action to repair the
existing sewer lines on Main Street and Laurel Street.
Is Figure Included? ❑ Yes ® No
If Yes, Figure #:
Alternative Feasibility: ❑ Feasible ® Infeasible
Capital Cost: 0
Present Worth: 0
Environmental Impact Description
Provide a qualitative description of the environmental impacts and compare the impacts to that of the
Preferred Alternative.
The environmental impacts of no action will be greater than the preferred alternative because it would
result in continued water quality degradation and leaks into the groundwater supply. This alternative does
not meet the project goals of replacing the deteriorated pipe to eliminate inflow and infiltration or to meet
NC standard design criteria. Therefore, the environmental water impacts resulting from an increased
potential for leaks and overflows of sewage into the streams will not be addressed with this alternative.
Environmental Impact Analysis
® Greater than Preferred Alternative
❑ Less than Preferred Alternative
❑ Same as Preferred Alternative
Acceptance/Rejection
Alternative: ❑ Accepted ® Rejected
Rationale for Acceptance/Rejection
29
Main Street Sewer Replacement
McGill Associates, P.A.
Town of Andrews
June 2012

Table 6.1.2. Alternatives Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Alternative 2
Description
Rehabilitation - This alternative proposes slip line construction for rehabilitation of the existing sewer line
along Main Street and Laurel Street including manholes.
Is Figure Included? ❑ Yes ® No
If Yes, Figure #:
Alternative Feasibility: ® Feasible ❑ Infeasible
Capital Cost: $483,900
Present Worth: $484,721
Environmental Impact Description
Provide a qualitative description of the environmental impacts and compare the impacts to that of the
Preferred Alternative.
The sewer lines along Main Street and Laurel Street are sections of 4-inch and 6-inch sewer line and have
to be replaced with 8-inch pipe in order to comply with State rules and regulations. The environmental
impacts of the slip line construction will be minimal just like the preferred alternative. All of the
environmental impacts can be controlled with Best Management Practices
Environmental Impact Analysis
❑ Greater than Preferred Alternative
❑ Less than Preferred Alternative
® Same as Preferred Alternative
Acceptance/Rejection
Alternative: ❑ Accepted ® Rejected
Rationale for Acceptance/Rejection
Discuss the rationale for acceptance/rejection of the above -referenced alternative.
The sewer lines along Main Street and Laurel Street are sections of 4-inch and 6-inch sewer line and have
to be replaced with 8-inch pipe in order to comply with State rules and regulations.
30
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.1.3. Alternatives Description
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Alternative 3-Replacement (Preferred)
Description
Replacement - This alternative proposes replacement of the existing sewer line along Main Street
and Laurel Street
Is Figure Included? ® Yes ❑ No
If Yes, Figure #: 2.1 and 2.1A
Alternative Feasibility: ® Feasible ❑ Infeasible
Capital Cost: $496,200
Present Worth: $498,021
Environmental Impact Description
Provide a qualitative description of the environmental impacts and compare the impacts to that
of the Preferred Alternative.
The replacement of this sewer line will aid in the protection of water quality for these classified
water supply sources and trout streams. Again, this proposed sewer line replacements will
minimize the risk for sanitary sewer overflows and therefore prevent further impairment of the
downstream waters. All of the environmental impacts are minimal and much less than no action.
All environmental impacts can be controlled with Best Management Practices.
Environmental Impact Analysis
❑ Greater than Preferred Alternative
❑ Less than Preferred Alternative
® Same as Preferred Alternative
Acceptance/Rejection
Alternative: ® Accepted ❑ Rejected
Rationale for Acceptance/Rejection
Discuss the rationale for acceptancelrejection of the above -referenced alternative.
This alternative proposes replacing approximately 1,400 linear feet of 4-inch and 6-inch VCP
sewer line with 8-inch DIP sewer pipe with the replacement and rehabilitation of 12 manholes
and a point repair of a sewer line along Main Street where a sinkhole has formed. The
replacement of this sewer line will aid in the protection of water quality for these classified water
supply sources and trout streams. Again, this proposed sewer line replacements will minimize
the risk for sanitary sewer overflows and therefore prevent further impairment of the downstream
waters. All of the environmental impacts are minimal and much less than no action. All
environmental impacts can be controlled with Best Management Practices.
31
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

1
6.2 Present Worth Analysis
ALTERNATE 1- REHABILITATION OF EXISTING SEWER LINE (SLIP LINE CONSTRUCTION)
Table 6.2.1. Capital Costs
Main Street Sewer Improvements
Town of Andrews
Alternative:
Rehabilitation
of Existing Sewer Line
Project Administration $ :
$114,410
Component
Unit
Cost
Unit
Quantit
Total Cost
Mobilization
$9,800
LS
1
$9,800
8" DIP Sanitary Sewer Line (Slip Line Construction)
$75
LF
1,400
$105,000
Point Repairs along Sewer Line Route
$45,000
LS
1
$45,000
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$7,000
Pre and Post Construction Video
$8
LF
1,400
$11,200
Rehabilitate Existing Manholes
$1,000
EA
12
$12,000
Sewer Service Connections
$5,000
EA
10
$50,000
ByPass Pumping
$30,000
LS
1
$30,000
Point Repair at Sinkhole
$3,500
LS
1
$3,500
Pavement Repair, Excluding Overaly
$36
LF
400
$14,400
Asphalt Milling
$10
LF
400
$4,000
Asphalt Surface Overlay.
$20
SY
1,000
$20,000
Washed Stone
$10
LF
1,000
$10,000
Washed Stone Undercut
$10
LF
500
$5,000
Rock Excavation
$80
CY
100
$8,000
Select Backfill
$10
CY
100
$1,000
UUnit costs are in today's dollars, not future dollars.
Total Construction Cost:
$335,900
Construction Contingency Cost:
$33,590
Project Administration Cost:
$114,410
Total Capital Cost:
$483,900
32
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.2. Replacement Costs (Years 1 to
5
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate based on Construction
Cost Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
Mobilization
$9,600
LS
1
$0
$0
$0
$0
$0
Sewer Line (Slip Line Construction)
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
EA
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overal
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
Cy
100
$0
$0
$0
$0
$0
Select Backfill
$10
Cy
100
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs ears 1 to 5 :
$0
$0
$0
$0
$0
33
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.3. Replacement Costs (Years 6 to
10
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate based on Construction
Cost Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of
Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
6
7
8
9
10
Mobilization
$9,600
LS
1
$0
$0
$0
$0
$0
Sewer Line (Slip Line Construction)
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
EA
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overal
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
Cy
100
$0
$0
$0
$0
$0
Select Backfill
$10
Cy
100
$0
$0
$0
$0
$0
Total Present Value of
Replacement Costs ears 6 to 10 :
$0
$0
$0
$0
$0
34
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.4. Replacement Costs (Years 11 to
15
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate based on Construction
Cost Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
11
12
13
14
15
Mobilization
$9,600
LS
1
$0
$0
$0
$0
$0
Sewer Line (Slip Line Constriction)
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
EA
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
B Pass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overal
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
Cy
100
$0
$0
$0
$0
$0
Select Backfill
$10
Cy
100
$0
$0
$0
$0
$0
Total Present Value of
Replacement Costs ears 11 to 15 :
$0
$0
$0
$0
$0
35
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.5. Replacement Costs (Years 16 to
20
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate based on Construction
Cost Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of
Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
16
17
18
19
20
Mobilization
$9,600
LS
1
$0
$0
$0
$0
$0
Sewer Line (Slip Line Construction)
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
EA
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
B Pass Purnping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0.
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
Cy
100
$0
$0
$0
$0
$0
Select Backfill
$10
Cy
100
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs ears 16 to 20 :
$0
$0
$0
$0
$0
36
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.6. Present Value of Operations and Maintenance Costs (Years 1-10)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Complete the cells shown to gray below.
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
6
7
8
9
10
8" DIP Sanitary Sewer Line (Slip Line Construction)
$0.08
LF
1,400
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Total Present Value of Yearly O&M Expenses (Years 1-10):
$I10
$108
$105
$103
$101
$99
S97
$95
$93
$91
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.7. Present Value of Operations and Maintenance Costs (Years 11-20)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Com onent
Unit Cost
Unit
Quantity
11
12
13
14
15
16
17
18
19
20
8" DIP Sanitary Sewer Line (Slip Line Construction)
0.08
LF
1,400
$90
$88
$86
$84
$83
$81
$79
$78
$76
$75
Total Present Value of Yearly O&M Expenses (Years 11-20): L $90 $881 S86 $84 $83 $81 $79 $78 $76 $75
Total Present Value of Annual O&M Costs (Life of Project): 1 $1,821
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.8. Replacement Cost Life Cycle Assumptions
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews (Rehabilitation)
Expected
Replacement
Component
Life Cycle
Expected?
Rational for Expected Life Cycle
Slip Line
Industry Standard
Construction
25 Years
No
Point Repair
Industry Standard
along Route
25 Years
No
Install New
Industry Standard
Manhole on
50 Years
No
Existing 8" Sewer
Pre and Post
Industry Standard
Construction
N/A
No
Video
Rehabilitate
Industry Standard
Existing
25 Years
No
Manholes
Sewer Service
Industry Standard
Connections
25 Years
No
By Pass Pumping
N/A
No
Industry Standard
Point Repair at
Industry Standard
Sinkhole
25 Years
No
Pavement Repair
25 Years
No
Industry Standard
Asphalt Milling
25 Years
No
Industry Standard
Asphalt Surface
25 Years
No
Industry Standard
Overlay
Washed Stone
50 Years
No
Industry Standard
Rock Excavation
N/A
No
Industry Standard
Select Backfill
50 Years
No
Industry Standard
Period for replacement would be Years 1 through 20 only.
39
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

ALTERNATE 2 - REPLACEMENT OF EXISTING SEWER LINE (preferred)
Table 6.2.9. Capital Costs
Main Street Sewer Improvements
Town of Andrews
Complete the areas shown in gray below. Where shown, use pulldown menu to select options. The
spreadsheet will calculate the capital costs.
Re lacement of Existing Sewer Line
Project Administration ($):
$114,390
Component
Unit Costa
Unit
Quantity
Total Cost
Mobilization
$10 200
LS
1
$10,200
8" DIP Sanitary Sewer Line
$80
LF
1,400
$112,000
4' Diameter Manholes (Standard)
$2,000
EA
5
$10,000
Install New Manhole on Existing 8"
Sewer
$3,500
EA
2
$7,000
Connect to Existing Manholes
$1,000
EA
3
$3,000
Rehabilitate Existing Manholes
$1,000
EA
7
$7,000
Sewer Service Connections
$,1200
EA
10
$12,000
ByPass Pumping
$30,000
LS
1
$30,000
Point Repair at Sinkhole
$3,500
LS
1
$3,500
Pavement Repair, Excluding Overaay
$36
LF
1,400
$50,400
Asphalt Milling
$10
LF
1,100
$11,000
Asphalt Surface Overlay
$20
SY
2,900
$58,000
Washed Stone
$10
LF
1,000
$10,000
Washed Stone Undercut
$10
LF.
500
$5,000
Rock Excavation
$80
CY
200
$16,000
Select Backfill
$10
CY
200
$2,000
'Unit costs are in today's dollars, not
future dollars. Total Construction Cost:
Construction
Contingency Cost:
Project Administration
Cost:
Total Capital Cost:
$347,100
$34,710
$114,390
$496,200
40
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Replacement of Existing Seaver Line Alternative
Table 6.2.10. Replacement Costs (Years 1 to 5)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate based on Construction Cost
Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 1 to 5):
$0
$0
$0
$0
$0
41
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.11. Replacement Costs (Years 6 to 10)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate based on Construction Cost
Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 6-10):
$0
$0
$0
$0
$0
42
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.12. Replacement Costs (Years 11 to 15)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate based on Construction Cost
Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
11
12
13
14
5
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 11 to 15):
$0
$0
$0
$0
$0
43
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.13. Replacement Costs (Years 16 to 20)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate based on Construction Cost
Index:
2.07%
EPA
Discount
Rate:
4.875%
Present Value of Replacement Costs in Year:
Component
Unit Cost
Unit
Quantity
16
17
18
19
20
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 16-20):
$0
$0
$0
$0
$0
44
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.14. Present Value of Operations and Maintenance Costs (Years 1-10)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Complete the cells shown in grav below.
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
6
7
8
9
10
8" DIP Sanitary Sewer Line
$0.08
Ea
1,400
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Total Present Value of Yearly O&M Expenses (Years 1-10):
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.15. Present Value of Operations and Maintenance Costs (Years 11-20)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
11
12
13
14
15
16
17
18
19
20
8" DIP Sanitary Sewer Line
$0.08
Ea
1,400
$90
$88
$86
$84
$83
$81
$79
$78
$76
$75
ELEE
Total Present Value of Yearly 0&M Expenses (Years 11-20): S90 $881 S86 $84 $83 $811 S79 $781 S76 $75
Total Present Value of Annual O&M Costs (Life of Project): $1,821
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.16. Replacement Cost Life Cycle Assumptions
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews (Preferred Alternative -Replacement
Expected
Replacement
Component
Life Cycle
Expected?
Rational for Expected Life Cycle
8" DIP Sanitary
Industry Standard
50 Years
No
Sewer Line
4' Diameter
Industry Standard
Manholes
50 Years
No
(Standard)
Install New
Industry Standard
Manhole on
50 Years
No
Existing 8" Sewer
Connect to
Industry Standard
25 Years
No
Existing Manholes
Rehabilitate
Industry Standard
25 Years
No
Existing Manholes
Sewer Service
Industry Standard
Connections
25 Years
No
By Pass Pumping
N/A
No
Industry Standard
Point Repair at
Industry Standard
25 Years
No
Sinkhole
Pavement Repair
25 Years
No
Industry Standard
Asphalt Milling
25 Years
No
Industry Standard
Asphalt Surface
Industry Standard
Overlay
25 Years
No
Washed Stone
50 Years
No
Industry Standard
Rock Excavation
N/A
No
Industry Standard
Select Backfill
50 Years
No
Industry Standard
'Period for replacement would be Years 1 through 20 only.
47
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.17. Total Present Worth for Feasible Alternatives
Main Street Sewer Improvements
Town of Andrews
Capital
Costs
Replacement
Costs Present
Worth
O&M Costs Present Worth
Total
Present
Worth
Annual
Intermittent
Total
Rehabilitation of Existing
Sewer Line
$483,900
$0
$1,821
$0
$1,821
$485,721
Replacement of Existing
Sewer Line
$496,200
$0
$1,821
$0
$1,821
$498,021
48
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

6.3 — Alternative Analysis Summary
Table 6.3.1. Alternatives Analysis Summary
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Alternative Name
Rehabilitation of
Preferred
No -Action
Existing Sewer
Replacement of
Alternative
Line
Existing Sewer Line
Replacement
Capital Cost
0
$483,900
$496,200
$496,200
Present Worth
0
$485,311
$497,611
$497,611
Feasibility
® Feasible
® Feasible
® Feasible
❑ Feasible
❑ Feasible
❑ Feasible
❑ Infeasible
❑ Infeasible
❑ Infeasible
❑ Infeasible
❑ Infeasible
❑ Infeasible
Capital Costs
® Less than
® Less than
❑ Less than
❑ Less than
❑ Less than
❑ Less than
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
❑ Greater than
❑ Greater than
® Greater than
❑ Greater than
❑ Greater than
❑ Greater than
5z
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
❑ Same as
❑ Same as
❑ Same as
❑ Same as
❑ Same as
❑ Same as
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
Present Worth
® Less than
® Less than
❑ Less than
❑ Less than
❑ Less than
❑ Less than
a
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
�a
e
❑ Greater than
❑ Greater than
® Greater than
❑ Greater than
❑ Greater than
El Greater than
d
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
a
❑ Same as
❑ Same as
❑ Same as
❑ Same as
❑ Same as
❑ Same as
E
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
Environmental
❑ Less than
❑ Less than
❑ Less than
❑ Less than
❑ Less than
❑ Less than
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
® Greater than
❑ Greater than
❑ Greater than
❑ Greater than
❑ Greater than
❑ Greater than
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
❑ Same as
® Same as
® Same as
❑ Same as
❑ Same as
❑ Same as
Preferred
Preferred
Preferred
Preferred
Preferred
Preferred
Rationale for
No Action would result
The existing 4-inch and
Accepted, This project is
Rejection/Acceptance
in continued water
6-inch sewer line on
would benefit the
quality degradation and I
Main Street would
environmental
& I as well as the
continue to be out of
surroundings and the
existing 4-inch and 6-
compliance.
sewer lines on Main
inch sewer line on Main
Street would be in
Street would not be
compliance with North
compliant
Carolina
49
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

SECTION 7 - ENVIRONMENTAL INFORMATION
DOCUMENT (EID)
ENVIRONMENTAL IMPACTS
The following areas of concern were evaluated in the EID:
• Topography and floodplains
• Soils
• Prime and unique farmland
• Land use
• Forest resources
• Wetlands and streams
• Water resources
• Shellfish, fish, and their habitats
• Wildlife and natural vegetation
• Public lands and scenic, recreational, and state natural areas
• Areas of archaeological or historical value
• Air quality
• Noise levels
• Introduction of toxic substances
• Environmental justice analysis
50
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

FIGURE 7.1 ENVIRONMENTAL FEATURES MAP
54- MAIN STREET SEWER IMPROVEMENTS
'TOWN OF ANDREWS
EXISTIC' CHEROK EE COUNTY, NORTH CAROLINA
I w
rut,
T
SCALE-, 1-=300
'I&I, AW
y
3,
U,
-j'
ti y�£�SY�
NO
PROPOSED 750 L
W L:
-77`51R 1_L1_A_Qz Ji REPLACEMENT
PROPOSE
e
I m
46 PROVEME'
V
j
kb
4
K
A
ANA
liv,
AN J* ,
-'s
�_! 7
a
'i A
%ij
�N
_af. I, '�t 14
g-1, 'tp. AIR,
Nl
91 - '
46
p
le
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z
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-A
IF
tro
CG
ASS 0 C I A T ES
ENGINEERING PL ANNIN G - FIN A N C E
55BROAD STREET ASHEVILLENC28801 PH. [phone] FIRM LICENSE# C-0459
n
O

Table 7.1.. Topography and Floodplains
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.2.
Floodplain Figure Reference Number (if applicable):
7.2
Existing Conditions
Physiographic Province.
❑ Coastal Plain ❑ Piedmont Mountains ,
Minimum Elevation in Project Area (MSL):
Maximum Elevation in Project Area (MSL):
1731'
1847'
Is the project in the 100=year jloodplain? (If so, show in Environmental Features
Figure.)
❑ Yes
_ No
Is the project in the 100-year jloodway? (If so, show in Environmental Features
Figure)
❑ Yes
® No
Discuss other topographical and geological features.
The project areas are within the Town limits in the downtown area of Andrews. The construction areas
are relatively flat and will be constructed in the roadways and in previously disturbed areas. Please see
the floodplains,maps in Figure in, the appendix.
Impacts
Describe construction impacts ofproject on'topography.
The proposed project will not significantly impact the topography surrounding the project areas in
downtown Andrews.
Describe impacts of project on the 100 year jloodplain and floodway if "Yes" is checked above.
N/A
Describe SCI of the project.
None
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
E Yes
❑ Not Applicable
❑ Yes
Not Applicable
Mitigative Measure Description
Reference(s)
Mitigative Measures required for this project will be maintaining erosion
control during construction. All North Carolina Department of Natural
Resources rules and Best Management Practices will be followed during
construction.
N/A
52
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

ANDREWS FLOOD MAPS
tG�cJ �2E 7.Z,
R�er'rY llagmm
* MajorCleas
....—.:Roads'
.510DirFlooding '-Floodway(AE)
�t Senctrnarks
—NC Highway
Flooding =Has SFFs(AE)
DFIRM Grid
—US Highway. -
.-760yr
% fagyrFlooding -NoBFee(A)
— Rivers and Streams
®taterstote Highway
Ww'j WOW Flooditig_ Velocity Zone
---- TFansects (Coastal) .
7;,D Political Areas.
- 506yr Flooding (Shaded X)
0 County Bcundaries
. ® ExtratehNftl JurMietions
.
.® Coastal Barrier Resource Systems
- Coastal Sounds
— Base Flood FJevatbn (Symboy
.
-
— CrM Sections
3.00a Feet
t.
North Carolina
Floodplain Mapping Program

Table 7.2. Soils
MAIN, STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in, accordance with Section IL 2.3.
Soils Figure Reference Number:
7.3
Existing Conditions
Describe the types of soil. Provide a soils figure in the EID.
According to the USDA soil survey the project areas are predominately Broddock Urban land Complex
comprising of approximately 71 % of the area of interest.
Please see the NCRS Soil Report in Figure 6 in the appendix.
Is soil contamination present?
❑ Yes �. No
Does soil type present any constraints to the project?
❑ Yes ® No
If yes to either of the above, explain:
Impacts
Will soil be moved offsite2
❑ Yes ® No
Quantity (yd3):
Will soil be contaminated?
❑ Yes ® No
Describe construction impacts of project.
Construction techniques will involve typical trenching for sewer line placement. Soil will not be moved
offsite, however, the project is in a area that has been previously disturbed. The excavated soil will be
used as backfill.
Describe SCTof the project.
All disturbed soil after construction will be stabilized and returned to its natural topography before
construction.
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
❑ Yes
❑ Not Applicable
❑ Yes
❑ _Not Applicable
Mitigative Measure Description
Refi&ence(s)
Mitigative Measures required for this project will be maintaining erosion
control during construction... All North Carolina Department of Natural
Resources rules and Best Management Practices will be followed during
construction
USDA SOILS SURVEY
54
Main Street Sewer Replacement Town of Andrews
McGill, Associates, P.A. June 2012

35" 12' 25"
35" 11' 28"
Soil Map —Cherokee County, North Carolina
(ANDREWS SOILS)
A O
N Map Scale: 1:12,400 if printed on A size (8.5" x 11 ") sheet.
0
N
Meters
m n 0 150 300 600 900
Feet
0 500 1.000 2,000 3,000
US Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survev
0
0
m
m
6/20/2012
- - -- "age' --
35" 12' 27"
Ul
to
35" 11' 31"

Table 7:3. Prime and Unique Farmland
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Prime Farmland Reference Number 7.4
Existing Conditions & Impacts
1) Does the project area contain prime and unique
❑ Yes
If Yes,
(P& U) farmlands? If yes, show on soils figure
the soil types that are prime and unique
farmland. (If "No " skip the rest of the table.)
® No
Quantity
(acres):
2) Will P&Ufarmland be directly impacted by the
❑ Yes
If Yes,
project? (If "No " skip questions 3-4)
❑ No
Quantity
(acres):.
3) What is the total acreage ofP&Ufarmland in
Acres
the county?
Impacted:
4) What is the percentage ofP& U farmland in the
Percentage
county that will be impacted? (Divide answer to
Impacted:
Question 2 by answer to Question 3)
Will SCI impact prime and unique farmlands?
❑ Yes
If Yes,
❑ No
Quantity
(acres):
Describe SCI of the project.
Mitigative Measures
Mitigative Measures for Construction
Mitigative Measures for SCI?
Impacts?
❑ Yes
❑ Yes
.❑ Not Applicable.
❑ Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
ERIEID.
Mitigative, Measure Description
Reference(s)
56
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

35° 12' 23"
35" 11' 33"
Farmland Classification —Cherokee County, North Carolina
(ANDREWS LAND CLASSIFICATION)
N
JGUt�IE 78'
"+ Map Scale: 1:11,000 if printed on A size (8.5" x 11") sheet.
O
N
Meters
m 0 150 300 600 900
A , 0 500 1,000 2,000 Feel
3.000
ODA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
i
i
35" 12' 25"
35° 11' 35"
fV
m
v
-6/20/2012 .
Page 1 of 4 _

Farmland Classification —Cherokee County, North Carolina
(ANDREWS LAND CLASSIFICATION)
MAP LEGEND
Area of Interest (AOI)
0
Prime farmland if
Area of Interest (AOI)
subsoiled, completely
removing the root
Soils
inhibiting soil layer
Soil Map Units
0
Prime farmland if irrigated
and the product of I (soil
Soil Ratings
erodibility) x C (climate
Not prime farmland
factor) does not exceed 60
0
All areas are prime
Prime farmland if irrigated
farmland
and reclaimed of excess
salts and sodium
®
Prime farmland if drained
Farmland of statewide
0
Prime farmland -if
importance
protected from flooding or
0
Farmland of local
not frequently flooded
importance
during the growing season
Q
Farmland of unique
Q.
Prime farmland if irrigated
importance
Q
Prime farmland if drained
Not rated or not available
and either protected from
Political Features
flooding or not frequently
flooded during the growing
Cities
season
Water Features
Q
Prime farmland if irrigated
N
Streams and Canals
and drained
Q
Prime farmland if irrigated
Transportation
and either protected from
i..
Rails
flooding or not frequently
flooded during the growing
AI
Interstate Highways
season
�.
US Routes
MAP -INFORMATION
t
Major Roads . Map Scale: 1:11,000 if printed on A size (8.5' x:1.1") sheet.
Local Roads The soil surveys that comprise your AOI were mapped at
-1:12,000. .
Please rely on the bar scale on each map sheet for accurate map
measurements,
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate,System: 'UTM Zone 17N NAD83
This product is generated from the USDA-NRCS certified data as
of the version date,(s) listed below. .
Soil Survey Area: Cherokee County, North Carolina
Survey Area Data: Version 7, Dec 16, 2011
Date(s) aerial images were photographed: 10/13/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. Asa result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources. - Web Soil -Survey
Conservation Service National Cooperative Soil Survey
6/20/2012
Page 2 of 4- .

Table 7.4.. Land Use
MAIM STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.5.
Land Use Figure Reference Number (if applicable):
N/A
Existing Conditions
Discuss the current land use for the project site.
The project site is currently located in the downtown area of Andrews. The current land use
includes residential, commercial and industrial uses.
Discuss the current land use for the project area.
The project area is within the Town of Andrews, and nearby land use includes residential,
commercial and industrial uses.
Discuss the zoning for the project site.
No current zoning exists
Discuss the zoning for the project area.
No current zoning exists
Impacts
Discuss the direct impacts to land use on the project site.
The impacts to the land use on the project site will be temporary construction and the project site
will be restored to its pre construction topography.
Describe SCI of the project.
N/A
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
❑ Yes
® Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
N/A
N/A
59
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.5. Forest Resources
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.6.
Existing Conditions
Discuss the type of forest resources on the project site and in the project area
There are no forest resources in the project area or on the project site. The project is in
downtown Andrews. The surrounding forest resources outside of the Town limits include
hardwood and evergreens.
Discuss the types of wildlife habitat on the project site and in the project area.
The project area lies in a previously disturbed urban area. The wildlife habitats in the project
area are limited with the exception of squirrels, rabbits, cats, dogs and typical urban wildlife.
Impacts
Will forest resources
be impacted?
❑ Yes
® No
If Yes, Quantity
(acres):
Will SCI impact forest
resources?
❑ Yes
® No
If Yes, Approximate
Quantity (acres):
Describe SCI of the project.
None
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
❑ Yes
® Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
N/A
N/A
60
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.6. Wetlands and Streams
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.7 of the guidance.
Wetlands and Streams Figure Reference Number:
7.5
Existing Conditions
Are wetlands present on the project site and in the
project area?
Are streams present on the project site and inn the
project area?
❑ Yes
® No
® Yes
❑ No
The Main Street sewer line is approximately 300 linear feet from the Valley River and no wetlands will
be impacted. Please see the National Wetlands Inventory map in the appendix.
Have delineations occurred?
If so, supply the date.
❑ Yes ® No
Impacts
Will wetlands be
impacted?
❑ Yes
® No
If Yes, Quantity (acres):
Will streams be
impacted?
❑ Yes
® No
If Yes, Quantity (linear
feet):
Will SCI impact
wetlands?
❑ Yes
® No
If Yes, Approximate
Quantity (acres):
Describe Direct Impacts of the project (construction and operational impacts). If there will be any
stream/wetland crossings, complete Table S.9.a in addition to the description.
This project will have positive impacts on the downstream areas. The project will help reduce spillage
into the Valley River.
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
® Yes
❑ Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the EID.
Mitigative Measure Description
Reference(s)
Mitigative Measures required for this project will be maintaining erosion
control during construction. All North Carolina Department of Natural
Resources rules and Best Management Practices will be followed during
construction.
National Wetlands
Inventory Map
61
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.7. Stream/Wetland Crossings
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Wetland Crossings (add rows as needed; include all crossings even if impact is zero acres.)
Stream and Wetlands Crossing Figure Reference Number:
7.5
# Keyed to Map
Diameter & Type of Sewer
Installation Method
Acres Impacted
Total Wetland Impacts (acres):
0
Stream Crossings (add rows as needed; include all crossings even if impact is zero feet.)
# Keyed to Map
Diameter & Type of Sewer
Installation Method
Linear Feet
Impacted
Total Stream Impacts (feet):
0
62
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

ANDREWS
WETLANDS
Jun 20, 2012
Wetlands
- Freshwater Emergent
- Freshwater Forested/Shrub
- Estuarine and Marine Deepwater
Estuarine and Marine
- Freshwater Pond
_ Lake
- Riverina
® ether
Status
_ Digital
Scan
Non -Digital
No Data
This map Is for general reference only. The US Fish and Wildlife Service Is not
msponsibls for the accuracy or currentness of the base data shown on this map. All
wetlands related data should be used in accordance with the layer metadata found on
User Remarks:
the Wetlands Mapper web ells.

Table 7.8. Water Resources
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section IL 2.8.
Existing Conditions
River basins) for project:
Hiwassee
List all streams) found within the project site and greater project area.
Name
Classification
Impaired?
Reason. for Impairment
Valley River
C, TR
® Yes ❑ No
Turbidity
Discuss groundwater quality and quantity.
The quality of the groundwater is not known, but the quantity should be abundant due to the
projects areas location near the Valley River.
Discuss surface water quality.
The Valley River runs through the heart of Downtown Andrews and is classified by the State of
North Carolina as a Trout Stream and is also on the State of North Carolinas Integrated Report
for Impaired Streams due to turbidity.
LGUwater supply(ies):
Dan Holland Reservoir
Impacts
Discuss construction impacts related to su7 face water quality and groundwater quality/quantity.
Due to the age and poor condition of the Main Street sewer line and the Laurel Street sewer line,
the proposed replacement and rehabilitation of these lines will help the quality of the
groundwater by eliminated breaks and overflows. Surface water could be impacted by Erosion
and Sedimentation during construction.
Discuss operational impacts related to surface water quality and groundwater quality/quantity.
Only positive impacts are expected. The quantity of I&I will be minimized allowing the Town
of Andrews's WWTP to operate more efficiently.
Describe SCI of the project.
Only positive impacts are expected. Erosion Control will be maintained throughout the project.
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
64
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.8. Water Resources
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
® Yes
❑ Yes
❑ Not Applicable
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
Reference(s)
Mitigative Measures required for this project will be maintaining
North Carolina Firm
erosion control during construction. All North Carolina Department of
Maps and Flood
Natural Resources rules and Best Management Practices will be
Mapping
followed during construction.
65
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.9 Shellfish, Fish, and Their Habitats
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.9.
Existing Conditions
Are T&E species present within the project site, the project area, or downstream from the
project?
® Yes ❑ No
If Yes, list all aquatic T&E species located in the waterbodies within the project site, in the
project area, and downstream of the project site. Show approximate location(s) on the
Environmental Features Figure.
Aquatic T&E Species Figure Reference Number:
Common Name
Scientific Name
Status
Approximate
Location
(e.g., 5 mi. NE
of Project)
Cumberland Bean
Villosa Trababis
E
Hiwassee River
Pearlymussel
Pegias Fabula
E
Hiwassee River
Small Whroled Pogonia
Isotria Medeoloides
T
Discuss shellfish and fish
habitat. (Not just T&E
species.)
The Valley River is designated as trout waters and are protected for the propagation of trout
species. Please see the FWS Endangered Species, Threatened Species of Concern in
Figure 7.6.
Impacts
Discuss any impacts to threatened and endangered species.
Sedimentation and Erosion Control measures will be in place. No impacts related to fish,
shellfish and other habitats are expected.
Discuss construction impacts related to fish, shellfish, and their habitats.
N/A
Discuss operational impacts related to fish, shellfish, and their habitats.
66
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.9 Shellfish, Fish, and Their Habitats
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
N/A
Describe SCI of the project.
The sewer line replacement along Main Street and Laurel Street will improve the water quality
downstream of the project area.
Mitigative Measures
Mitigative Measures for Construction Impacts?
® Yes
❑ Yes
❑ Not Applicable
® Not Applicable
Describe the mitigative measures
below and supply references to the
appropriate appendix in the EID.
Mitigative Measure Description
Mitigative Measures required for this project will be
US Fish and Wildlife
maintaining erosion control during construction. All
North Carolina Department of Natural Resources rules
and Best Management Practices will be followed during
construction.
67
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.10. Wildlife and Natural Vegetation
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section H.2.10.
Existing Conditions
Are T&E species present within the project site, or project area?
® Yes ❑ No
If Yes, list all terrestrial T&E species located in the project site or project area. Show
approximate location(s) on the Environmental Features Figure. FIG. # 7.6
Common Name
Scientific Name
Status
Approximate
Location
(e.g., 5 mi. NE
of Project)
Indiana Bat
Myotis Soddalis
E
N/A
Discuss the wildlife and vegetation present in the project site and project area. (Not just T&E
species.)
The project area lies in a previously disturbed urban area. No new vegetation or wildlife will be
disturbed.
Impacts
Discuss any impacts to threatened and endangered species.
None
Discuss construction impacts related to wildlife and natural vegetation.
None
Describe SCI of the project.
None
Mitigative Measures
Mitigative Measures for Construction
Impacts?
Mitigative Measures for SCI?
® Yes
❑ Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in
the EID.
Mitigative Measure Description
Reference(s)
68
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.10. Wildlife and Natural Vegetation
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Mitigative Measures required for this project will be
maintaining erosion control during construction. All
North Carolina Department of Natural Resources rules
and Best Management Practices will be followed during
construction.
69
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

C
-` a-V —1r
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Cherokee County, North Carolina
Updated: 09-22-2010
Common Name
Scientific name
Federal
Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Bog turtle
Clemmys muhlenbergii
T (S/A)
Current
Eastern small -footed bat
Myotis leibii
FSC
Current
Hellbender
Cryptobranchus alleganiensis
FSC
Current
Indiana bat
Myotis sodalis
E
Summer Habitat
Junaluska salamander
Eurycea junaluska
FSC
Current
Mountain blotched chub
Erimystax insignis eristigma
FSC
Obscure
Northern pine snake
Pituophis melanoleucus
FSC
Historic
melanoleucus
Olive darter
Percina squamata
FSC
Current
Rafinesque's big -eared bat
Corynorhinus rafinesquii
FSC
Historic
Seepage salamander
Desmognathus aeneus
FSC
Current
Sicklefin redhorse
Moxostoma sp. 1
C
Current
Invertebrate:
Cumberland bean
Villosa trabalis
E
Current
(pearlymussel)
Diana fritillary (butterfly)
Speyeria diana
FSC
Current
Little -wing pearlymussel
Pegias fabula
E
Historic
Parrish crayfish
Cambarus parrishi
FSC
Current
-7a

Table 7.11 Public bands and Scenic, Recreational, and State Natural Areas
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.11.
Public Lands and Scenic, Recreational, and State Natural Area
Figure Reference Number .(if applicable):
N/A
Existing Conditions
Are public lands and scenic, recreational, and state natural areas found adjacent to or in the
project area?
❑ Yes ® No (then no impact)
If yes, list these areas and show on the Environmental Features Figure
Name
Type
Location
(e.g., S mi. NE of Project)
Impacts
If Yes, discuss construction impacts related to public lands, and scenic, recreational, and state
natural areas.
If Yes, discuss operational impacts related to public lands, and scenic, recreational, and state
natural areas.
Describe SCI of the project.
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
❑ Yes
❑ Not Applicable
❑ Yes
❑ Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
71
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.12. Areas of Archaeological or Historical Value
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.1.12.
Archaeological or Historical Area Figure Reference Number (if
applicable):
N/A
Existing Conditions
Are areas of archaeological or historical value in the project site, project vicinity, or project
area?
❑ Yes ® No (No Impact)
If yes, list these and show on the Environmental Features Figure
Name
Type
Location
(e.g., S mi. NE of Project)
Impacts
If Yes, discuss construction impacts related to areas or archaeological or historical value?
The sewer line is being replaced in the same location and at the same grade as the existing line.
If Yes, discuss operational impacts related to areas of archaeological or historical value.
Describe SCI of the project.
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
❑ Yes
❑ Not Applicable
❑ Yes
❑ Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
72
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.13. Air Quality
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete the table in accordance with Section 11.2.13.
Existing Conditions
Discuss the general air quality and identify current sources of emissions from the project and
surrounding area. Note whether odors have been a problem.
Emissions are overall low in the project area. Main Street has moderate vehicular traffic which
produce emissions.
Impacts
Discuss construction impacts related to air quality.
The construction will not significantly impact air quality. Some minor dust and equipment
exhaust can be expected during construction.
Will open burning occur?
If Yes, describe what will be burned.
❑ Yes
® No
Discuss operational impacts related to air quality.
Some minor dust and equipment exhaust can be expected during construction.
Describe SCI of the project.
None
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measures for SCI?
® Yes
❑ Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
A water truck will be required to keep the dust at a minimum.
N/A
73
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.14. Noise Levels
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.14.
Existing Conditions
Discuss the current noise levels for the project site and project area.
Noise levels are consistent within the project site with other urban areas in Western North
Carolina. Vehicular traffic is the predominant culprit of noise pollution in the area.
Does the LGU have noise
ordinances in place?
❑ Yes
® No
If yes, describe.
Impacts
Discuss construction impacts related to noise levels. If noise levels will increase, discuss when
they will be heard and at what distance.
There will be some construction related noise from equipment however, construction will be
achieved during regular work days and hours.
Discuss operational impacts related to noise levels.
After construction and sewer lines are installed. Noise levels will not increase.
Describe SCI of the project.
None
Mitigative Measures
Mitigative Measures for Construction Impacts?
Mitigative Measuresfor SCI?
® Yes
❑ Not Applicable
❑ Yes
® Not Applicable
Describe the mitigative measures below and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
References)
Contractors will be required to work during normal business days and
hours.
N/A
74
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.15 Introduction of Toxic Substances
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Impacts
Discuss any toxic substances that may be introduced during project construction_ and operation.
Toxic substances such as vehicle fuels and equipment lubricants could be introduced to the
environment
Mitigative Measures
Mitigative Measures for Construction Impacts?
® Yes
❑ Not Applicable
Describe the mitigative measures belo14, and supply references to the appropriate appendix in the
EID.
Mitigative Measure Description
Reference(s)
The contractor will be required to place sand and oil dry on any spills
that may occur during construction. The sand or oil dry will be
immediately swept up and disposed of properly.
75
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 7.16. Environmental Justice Analysis
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table in accordance with Section 11.2.16.
Was the U.S. Environmental Protection Agency's Environmental Justice Geographic Assessment Tool
® Yes
used?
❑ No
If No, then complete the Existing Conditions cells below.
Environmental Justice Figure Reference Number(s):
7.7
Existing Conditions
Provide the following information and key the Block Groups to the map in the EID. Include figures.
Percent
Significant
Significant
Low-
Low-
Low
Census
Percent
Minority
Income
Income
Income
Census
Block
Total
Minority
Minority
Population
Populatio
Populatio
Population
County
Tract
Group
Population
Population
Population
?
n
n
?
Cherokee
9301
4
1462
145
10.0
No
236
16.2
No
Impacts
Are there any potentially significant environmental justice populations in the project area?
I ❑ Yes
® No
If the answer is yes, then below, list the impacts to the minority and/or low-income populations below and whether the impacts are potentially
significant. If potentially significant, contact the Environmental Assessment Coordinator.
Impact
Potentially Significant?
❑ Yes
❑ No
Sewer System Rehabilitation 76 Town of Robbinsville
McGill Associates, P.A. December 2010

2010 Census Interactive Population Search
Page 1 of 14
et� —7,
Map View: 2010 Census Interactive Population Map
2010 Census Interactive Population Search
NC - Cherokee County - Census Tract 9301 - Block Group 4
Population
Total Population
Housing Status
( in housing units unless noted )
1 462
Total
776
i Occupied
621
Owner -occupied
490
Population in owner -occupied
( number of individuals)
1,123
Renter -occupied
131
Population in renter -occupied
( number of individuals )
315
Households with individuals under 18
174
Vacant
155
Vacant: for rent
27
Vacant: for sale
13
Population by Sex/Age
Male
691
Female
771
Under 18
317
18 & over
1,145
20 - 24
341
25 - 34
133
35 - 49
273
50 - 64
341
65 & over
336
Population by Ethnicity
Hispanic or Latino 58
Non Hispanic or Latino 1,404
Population by Race
White 1,317
African American 38
Asian 0
American Indian and Alaska Native 19
17
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) ?6/2012

EJView Print Map
'I
Page 1 of 1
7t
http://epam4p.l4. epa:gov/ejmap/printmap.html
6/28/2011

Table 7.17. Mitigative Measures
MAIN STREET SEWER IMPROVEMENTS
Town of Andrews
Complete this table for all resource categories in accordance with Section 11.2.17. If there was no impact in a
particular resource category, then state, "No Impact. "
Resource Category
Topography &
Floodplains
Soils
Prime & Unique
Farmland
Land Use
Forest Resources
Potential Direct
Impact
Sedimentation
and Erosion
Control
Sedimentation
and Erosion
Control
N/A
Sedimentation
and Erosion
Control
Sedimentation
and Erosion
Control
Mitigative
Measure(s) for
Direct Impact
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
N/A
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
Potential SCI
None
None, all of the
soil will be used
on site during
backfill
operations
N/A
Mitigative
Measures for
SCI
N/A
N/A
N/A
Improvement I N/A
after construction
Improvement N/A
after construction
Sewer System Rehabilitation 79 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 7.17. Mitigative Measures
MAIN STREET SEVER IMPROVEMENTS
Town of Andrews
Complete this table for all resource categories in accordance with Section 11.2.17. If there was no impact in a
particular resource category, then state, "No Impact. "
Resource Category
Wetlands and
Streams
Water Resources
Shellfish, Fish, and
their Habitats
Wildlife and Natural
Vegetation
Public Land and
Scenic, Recreational,
and State Natural
Areas
Air Quality
Potential Direct
Impact
Sedimentation
and Erosion
Control
Sedimentation
and Erosion
Control
N/A
Sedimentation
and Erosion
Control
Noise and Dust
Dust and Exhaust
Mitigative
Measure(s) for
Direct Impact
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
N/A
All NCDENR
rules and BMP's
will be followed
for Erosion
Control
management
A water Truck
will be required
to keep dust to a
minimum and
construction will
take place during
normal business
hours
A water Truck
will be required
to keep dust to a
minimum
Mitigative
Measures for
Potential SCI SCI
Improvement N/A
after construction
Improvement N/A
after construction
N/A I N/A
N/A I N/A
None I N/A
None I N/A
Sewer System Rehabilitation s0 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 7.17. Mitigative Measures
MAIN STREET SEVER IMPROVEMENTS
Town of Andrews
Complete this table for all resource categories in accordance with Section 11.2.17. If there was no impact in a
particular resource category, then state, `No Impact. "
Mitigative
Mitigative
Potential Direct
Measure(s) for
Measures for
Resource Category
Impact
Direct Impact
Potential SCI
SCI
Noise Levels
Equipment Noise
Construction will
None
N/A
take place during
normal working
days and hours
Toxic Substances
Vehicle Fuel and
Sand and Oil Dry
None
N/A
Equipment
wil be placed on
Lubricants
spills and
immediately
disposed of
properly
Environmental
Justice
Sewer System Rehabilitation 81 Town of Robbinsville
McGill Associates, P.A. December 2010

SECTION 8 - FINANCIAL ANALYSIS Operating Ratio
Table 8.1 Local Government Unit Financial Condition
Main Street Sewer Improvements
Replacement of Sewer Line
Provide revenues generated from the most recent complete fiscal year (e.g., FY
2010-2011). Water and sewer expenses should not include depreciation.
Existing debt should be debt paid in the previous fiscal year only.
Operating Ratio
Water and Sewer Revenue:
$907,200
Water and Sewer Expenses:
$907,200
Existing Debt:
$0
Operating Ratio:
1.00
Utility Bill as Percent of Median Household Income
Use the pulldown menu to select the type of rate structure used for water and
sewer. If using a rate structure other than uniform forsewer bills, then there is
no need to complete the base charge (charge and volume) or volumetric charge.
Sewer Rate Structure:
Uniform
Base Charge:
$22.11
Thousands of Gallons in Base Charge:
5
Volumetric Charge per 1,000 gallons:
$4.42
Sewer Bill for 5,000 gallons:
$22.11
Sewer Bill for 5,000 gallons (non -uniform
rate structure only):
$22.11
Median Houshold Income:
$25,625
Monthly Median Household Income for
LGU:
$2,135
Sewer Bill as % of Median Household
Income:
1.04%
Additional Explanation if needed (see Section 2.2.7.1, Step I of the guidance).
Sewer System Rehabilitation 82 Town of Robbinsville
McGill Associates, P.A. _ December 2010

Table 8.2. Funding Distribution
Main Street Sewer Improvements
Town of Andrews
Replacement of Sewer Line
Enter data into the gray areas. Where applicable, use the pulldown menus as shown by the arrows.
Funding
Source'
Amount
Funding Type
Interest Rate
(if applicable)
Repayment
Period (if
applicable)
Main CG&L Funding:
CWSRF
$248,100
Loan
2.000%
20
Funding 1:
CWSRF
$248,100
Principal
Forgiveness
0.000%
20
Funding 2:
Funding 3:
Funding 4:
Funding 5:
Closing Fee':
$9,924
If Other, list:
Total Funded Amount (minus applicable
closing fee):
$496,200
Total Project
Cost (with
closing fee):
$506,124
'For STAG grants, EPA charges a 3% administrative fee. Enter the net STAG grant (total grant - 3% administrative fee).
If principal forgiveness is used, place the principal forgiveness portion of the loan in Funding 1.
`For CWSRF the closing fee is 2.00% of the CWSRF loan amount and cannot be paid from CWSRF funding. If principal forgivneness is
included, the closing fee must be for the total amount of the CWSRF loan (principal forgiveness and loan at the current interest rate). For
SRUSEL loans, the closing cost is 2.5% of the loan. For SRG, it is 1.5% of the grant.
Sewer System Rehabilitation 83 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 8.3. Year 1 Interest and Repayment
Main Street Sewer Improvements
Town of Andrews
Replacement of Sewer Line
Funding
Source
Total Funding
Amount
Year 1
Principal
Payment
Year 1 Interest
Payment
Year 1 Total
Payment
Main CG&L Funding @ Current Interest
Rate:
CWSRF
$248,100
$12,405
$4,962
$17,367
Main CG&L Funding @ Worst-Casea:
CWSRF
$248,100
$12,405
$9,924
$22,329
Funding 1:
CWSRF
$248,100
$12,405
Funding 2:
Funding 3:
Funding 4:
Funding 5:
Total Payment
@ Current
Interest Rate•
$17,367
Total Payment
@ Worst -Case
Interest Rate:
$22,329
aWorst case is an interest rate of 4%. Applies to CWSRF, SRL, and SEL only.
Sewer System Rehabilitation 84 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 8.4. Cost to Treat 5,000 Gallons of Wastewater Due to Proposed
Project
Main Street Sewer Improvements
Town of Andrews
Replacement of Sewer Line
Enter data in the gray areas. 4pplicable, use the appropriate pulldown menu.
Water Rate
Structure:
Uniform
Monthly Residential Water Bill for 5,000
gallons (if other rate structure used):
$34.06
Current Base Charge for Water Bill:
$34.06
Monthly Residential Water Bill for 5,000
gallons (if Uniform Rate Structure Used):
$34.06
Number of 1,000 gallons included in base charge for Water
Bill:
5
Monthly Residential Sewer Bill for 5,000
gallons:
$22.11
Volumetric Charge per 1,000 gallons for Water Bill:
$6.81
Total Residential Water & Sewer Bill for
5,000 Gallons:
$56.17
Total ADF at Project Implementation (gpd):
750,000
Year 1 O&M Expenses Due to Project:
$1,821
Funding Source
Year 1 Annual
Repayment
Year 1
Annual
O&M Costs
Total Year 1
Annual Costs
Year 1
Monthly
Costs
Monthly
Cost/ 5,000
Gallons
Due to
Project
CG&L Main Funding Source:
CWSRF
$17,367
$1,821
$19,188
$1,599
$0.36
CG&L Main Funding Source Worst
Case:
CWSRF
$22,329
$1,821
$24,150
$2,013
$0.45
Funding Source 1: 1
CWSRF
Total Cost Increase to Treat 5,000 Gallons Due to Project g Current Interest Rate:
$0.36
Total Cost Increase to Treat 5,000 Gallons Due to Project 9 Worst -Case Interest Rate:
$0.45
Sewer System Rehabilitation 85 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 8.5. User Fee Increase Due to Project
Main Street Sewer Improvements
Town of Andrews
Replacement of Sewer Line
Funding
User Fee
New
Percenta
New
Percentage
Source
Increase
Residential
ge
Residential
Increase'
($/5,000
Sewer Bill
Increase
Water &
gallons)
($/5,000
Sewer Bill
gallons)
($/5,000
gallons)
CG&L Main Funding Source
CWSRF
$0.36
$22.47
1.61%
$56.53
0.63%
Current Interest Rate:
CG&L Main Funding Source
CWSRF
$0.45
$22.56
2.02%
$56.62
0.80%
Worst -Case Interest Rate:
Funding Source 1:
CWSRF
Funding Source 2:
0
Funding Source 3:
Funding Source 4:
Funding Source 5:
Total Increase Due to Proposed Project @
$0.36
$22.47
1.61%
$56.53
0.63%
Current Interest Rate:
Total Increase Due to Proposed Project @
$0.45
$22.56
2.02%
$56.62
0.80%
Worst -Case Interest Rate:
allote that the Percentage Increase assumes a uniform rate structure. If using another type of rate structure, this information
may not necessarily be correct. If this is the case, then it is recommended that the percentage increase based on that
articular type of rate structure be calculated.
Sewer System Rehabilitation 86 Town of Robbinsville
McGill Associates, P.A. December 2010

Table 8.6. Revenue Generation
Main Street Sewer Improvements
Town of Andrews
Replacement of Sewer Line
Enter information into the gray areas.
User Fee Increase @ Current Interest Rate
$0.36
User Fee Increase @ Worst -Case Rate
$0.45
Due to CG&L Main Funding:($/5,000 gal):
Due to CG&L Main Funding ($/5,000
gal):
User Fee Increase @ Current Interest Rate
$0.36
User Fee Increase @ Worst -Case Rate
$0.45
Due to Project ($/5,000 gal):
Due to Project ($/5,000 gal):
Connection Type
Average Water
Total Number of
Monthly
Revenue
Usage Per
Connections
Revenue
Generat
Month (gal)
Generated @
ed @
Current
Worst -
Interest Rate
Case
Rate
Residential
5,000
1,104.
$392
$494
Cominercial
5,000
203
$72
$91
Industrial
0
$0
$0
Total Revenue Generated per Month:
$464
$585
Total Monthly Cost of CG&L Main Loan & O&M:
$1,599
$2,013
Total Monthly Cost of Project:
$1,599
$2,013
Is revenue generated sufficient to pay CG&L main loan?
No
No
Is revenue generated sufficient to pay all loans?
No
No
If revenue is not sufficient to pay either the CG&L main loan or all loans related to the proposed project, please
explain how the proposed project will be financed (e.g., partially financed from other funds within
the LGU's
budget). The Revenue Generation calculations show that a user fee increase of $0.36 would be required to repay the loan.
However, after speaking with the Town of Andrews Finance Director, he indicated that repayment would be made from
their water & sewer fund with rate increases as necessary.
Sewer System Rehabilitation 87 Town of Robbinsville
McGill Associates, P.A. December 2010

PUBLIC PARTICIPATION
For projects under the minor construction criteria, NC Infrastructure and Finance will prepare a
Determination of Minor Construction Activity (DMCA), send a copy to the Owner, and post a
copy on the NC Infrastructure and Finance website. The Owner should place a copy in their files
in case a member of the public wishes to see it.
Sewer System Rehabilitation 88 Town of Robbinsville
McGill Associates, P.A. December 2010

'biz
SCALE: 1"-- 2000'
EF FIGURE 1.1 LOCATION MAP
PROPOSED SEWER REHABILITATION
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
unw'-L'4s�v( 7?v u-, f 1'
"ff um/kNwamm.]
PROPOSED MAIN STREET
SEWER REHABILITATION
"c
L 0
Ir ON
V7 PROPOSED LAUREL STREET
AIL -p. SEWER REHABILITATION
PA
IN'
cG•
A S S 0 C I A T E S '7
ENGINEERING -PLANNING- FINANCE
55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE C-0459
Iml

TOWN OF ANDREWS
MAIN STREET SEWER LINE REPLACEMENT
PRELIMINARY COST ESTIMATE
February 28, 2012
REPLACEMENT ALTERNATIVE,
ITEMNO
DESCRIPTION
QUANTITY,
UNIT {
UNIT PRICE
EXTENSION
1
Mobilization (3%)
1
LS
$10,200
$10,200
2
8" DIP Sanitary Sewer
1,400
LF
$80
$112,000
3
4' Dia. Manholes - Standard
5
EA
$2,000
$10,000
4
Install new manhole on existing 8" sewer
2
LS
$3,500
$7,000
5
Connect to existing manholes
3
EA
$1,000
$3,000
6
Rehabilitate existing manholes
7
EA
$1,000
$7,000
7
Sewer Service Connections
10
EA
$1,200
$12,000
8
Bypass pumping
1
LS
$30,000
$30,000
9
Point Repair at the Sinkhole
1
LS
$3,500
$3,500
10
Pavement repair, excluding overlay
1,400
LF
$36
$50,400
11
Asphalt Milling
1,100
LF
$10
$11,000
12
Asphalt Surface Overlay
2,900
Sy
$20
$58,000
13
Washed Stone
1,000
LF
$10
$10,000
14
Washed Stone undercut
500
LF
$10
$5,000
15
Rock Excavation
200
Cy,
$80
$16,000
16
Select Backfill
200
CY
$10
$2,000
CONSTRUCTION'SUBTOTAL
$347,100
10% Contingency
$34,700
Planning and Design
$41,600
Bidding and Award
$14.000
Construction Administration
$50,800
Material Testing During Construction
$3,000
Legal/Administrative
$5,000
TOTAL PROJECT COST
$496,200

TOWN OF ANDREWS
MAIN STREET SEWER LINE REPLACEMENT
PRELIMINARY COST ESTIMATE
February 28, 2012
REHABILIATION ALTERNATIVE
TEM NO
DESCRIPTION
QUANTITY
VNIT
VNIT'PRICE
EXTENSION
1
Mobilization (3%)
1
LS
$9,800
$9,800
2
8" DIP Sanitary Sewer (Slip Line Construction)
1,400
LF
$75
$105,000
3
Point Repairs along Sewer Line Route
1
LS
$45,000
$45,060
4
Install new manhole on existing 8" sewer
2
EA
$3,500
$7,000
5
Pre and Post Construction Video
1,400
LF
$8
$11,200
6
Rehabilitate existing manholes
12
EA
$1,000
$12,000
7
Sewer Service Connections
10
EA
$5,000
$50,000
8
Bypass pumping
1
LS
$30,000
$30,000
9
Point Repair at the Sinkhole
1
LS
$3,500
$3,500
10
Pavement repair, excluding overlay
400
LF
$36
$14,400
11
Asphalt Milling
400
LF
$10
$4,000
12
Asphalt Surface Overlay
1,000
SY
$20
$20,000
13
Washed Stone
1,000
LF
$10
$10,000
14
Washed Stone undercut
500
LF
$10
$5,000
15
Rock Excavation
100
CY
$80
$8,000
16
Select Backfill
100 1
CY
$10
$1,000
CONSTRUCTIONSUBTOTAL
$335,900
10% Contingency
$33,600
Planning and Design
$41,600
Bidding and Award
$14,000
Construction Administration
$50,800
Material Testing During Construction
$3,000
Legal/Administrative
$5,000
TOTAL PROJECT COST
$483,900

Current
Projected
Current
Projected
WATER AND SEWER RATE FORM
WATER
Provide the data below for all residential users
Monthly Rate for 5000 Gallons 12 Month Average Bill
$34.06 $27.31
$35.12 $28.16
Projected rates must be adopted by the time bids are received (State
programs only. SRF must have been in effect for 30 days prior to
application submittal). If the project receives funding, complete
analysis will be required. For SRF this analysis will be part of the Asset
Management Plan submittal if points were received for Asset
Management.
SEWER
Provide the data below for all residential users
Monthly Rate for 5000 Gallons 12 Month Average Bill
$22.11 $15.36
$22.77 $15.82
Projected rates must be adopted by the time bids are received (State
programs only. SRF must have been in effect for 30 days prior to
application submittal). If the project receives funding, complete
analysis will be required. For SRF this analysis will be part of the Asset
Management Plan submittal if points were received for Asset
Management.
LGC-106C-Andrews.x1s

Page 2
Projection of water and sewer net revenues (continued)
Other (Do not include depreciation):
Debt Principal and Interest
Capital outlay
Capital projects fund
Transfer to (from) other funds
Other
Total Other
tal Expenditures for I
Complete Fiscal Year
57
Net Income (Loss) 1 488,801
Does the Unit own and operate a Water System and a Sewer System? Yes _}_ No _ If "No", explain
Number of Customers Curren After Completion of Proiect
LGC•IOBC (13-h)
Estimated
Expenditures First
Fiscal Year After
Completion of Project
91,000
6,000
0
0
96,000
22,000
Water Residential 1,104 1,104
Commercial 203 203
Sewer Residential 644 644
Commercial 185 185
Current After Completion of Proiect Percentage of Change
Rate and Fee Structure
Indicate monthly cost for an average residential customer: $42.67
Average gallons per month (for residential customer): 3500
WATER
Rate (Include minimum cost/thousand gallons, etc.) -residential $16 + $4.5011000 gal > 9500 gal $16.50 + $4.6511000 gal > 3500 gal 3.13%
Average monthly bill within city limits $16.00
$16,60 3.19%
Average monthly bill outside city limits $44.70 $46.10 3.13"%
SEWER
Rate (Include minimum, etc.) -residential $16.20 + $4.5011000 gal > 3600 gal $15.65 + $4.65/1000 gal> 8500 gal 2.96%
Average monthly bill within city limits $15.20
$16.65 2.96%
Average monthly bill outside city limits $36.10
$37.17 2,96%
TAP FEE POLICY Water Inside $500 Outside $1000
Sewer Inside $750 Outside $1500
IMPACTFEEPOLICY None
LGC-INC-Andsews.xIs

2/23/201210:38:58 AM
TOWN OF ANDREWS
GL Acmunt/Descriotion
Budget Worksheet
Ending Date: 06/30/2011
Current Actual Prinr Ypnr
Page 22 Of 48
FfitimniPd Po - I .+-1 t?or. - ...,.,1A A.. .,.a
30301-0000 WATER & SEWER CHARGES
848,000
805,508.06
741.946.03
801,000.00
848,000.U0
858 000.00
858,000.00
30-301-1000 BROADBAND REVENUES
0
1.269.80
0.00
30-302-0000 CONNECTION FEES
10,000
10,836.32
7,125.00
10,000.00
10,000.00
10,000.00
10,000.00
30-302-5000 TRANS FROM GEN-SALES TA
0
o-001
0.00
30-306.0000 SALES TAX REFUND
0
0.00
0.00
30-30fi-0000 LOAN FOR WWrP
0
0.00
0,00
30-006-1000 INTEREST INCOME
1,500
184.51
1,434.66
1,200.00
1,200.00
1,200.00
1,200.00
30-306-1100 OMC PUMP STATION
24,000
24,000.00
24,000.00
24.000.00
24,000.00
24,000.00
24-000.00
30-307-1000 CONNECT FEES
0
0.00
0.00
30-309-0000 MISC
4,000
603.61
115.00
4,000.00
4,000.00
4,000.00
4,000.00
30-309-1000 TRANSFERS FROM GENERAL
0
0.00
32,000.00
30-320-0000 USDA LOAN
0
0.00
0.00
30.326-0000 CHEROKEE COUNTY REVENUE
0
0.00
0.00
30-330-0000 ARC GRANT
0
0.00
4,333.56
30-331-0000 WNC REGION ECON DEV.
0
0,00
0.00
30-332-0000 TRANSFER FROM CAPiPROJ
0
0.00
0.00
30-333-0000 BOND MONEY/WWTP REHAB
0
0.00
0.00
30-335-0000 EDA-GRANT-CONSTR. WWPT
0
0.00
0.00
30-33"000 Rural Center Grant
0
0.00
0.00
30-340-0000 DENR: WATER SUPPLYISTORA
0
0.00
0.00
30-340-1000 CTY LOAN/LEATHERWOOD
0
0.00
0.00
30-341-0000 RESTITUTION-JIM DAILEY
0
0.00
0.00
30-342-0000 RESTITUTION -BILL STILES
0
0.00
.
0.00
30-345.0000 CWMTF GRANT
0
0.00
0.00
30-350-0000 HARDWARE SALES
0
0.00
0.00
30-370-0000 LOAN GENERAL FUND
0
0.00
0.00
30-399-7100 SALE OF FIXED ASSETS
ol
0.00
0.001
10,000.00
10,000.00

2/23/2012 10:38:58 AM Budget Worksheet Page 23 Of 48
TOWN OF ANDREWS Ending Date: 06/30/2011
GL Account/DescriDtlon
Current' Anti m[
PrinrYaar Fcfimafrarl r? m, +ed o..,.. r a A- ------
�
30-999-8000 PRIOR YEAR FUND BALANCE
0
0.00
0.00
30-999-9000 Resid. From General
0
0.00
0.00
30-999-9100 SALE OF NEW TRUCKS
0
0.001
0.00
Total Revenues 1
887,500
842,402.30
810.954.251
840200.001
887,200.00
907,200.00
907,200.00

212312012 10:38:58 AM
TOWN OF ANDREWS
GL Amount/Desr_rintinn
Budget Worksheet
Ending Date: 06/30/2011
Ci irrp-nt Arh gal Prinr Yonr
Page 24 Of 48
FctimnfAd P2 ml o+t 4
30-420-0200 W/S ADMINISTRATION SALA
0
0.00
0.00
30-420-0300 SOCIAL SECURITY MATCH
0
0.00
0.00
30-420-0301 RETIREMENT MATCH
0
0.00
0.00
30-42M400 PRINTING
1,500
128.55
1,213.19
150.00
1,500.00
1,500.00
1,500.00
30-420,0500 POSTAGE 'MAIL WATER BIL
5,000
4,932.08
4,399.15
4.800.00
5,200.00
5.200.00
5,200.00
30-420-0800 EQUIPMENT
2,500
0.00
0.00
2,500.00
2,500-001
2,500.00
2,500.00
30-420-0900 TELEPHQNE
8,200
8,215.06
7,664.85
7,740.00
8;200.00
8,200.00
8,200.00
30-420-1000 UTILITIES - ALL OF WATE
44,500
33,993.14
39,886.00
37,770.00
1 44,600.001
42,000.00
42,000.00
30-420-1400 TRAVEL
2601
0.001
25,0.001
250.00
250.00
30- 42.0-1500 SCHOOLS
500
0.00
0,00
500.00
500.00
500.00
30420-1950. PROFESSIONAL
12.5001
10.896.27
12,230.161
11,000.00
12,500.00
12,500.00
12,500.00
30-420-2300 UNIFORMS
0
0.00
0.00
30=420-7600 TOWN INSURANCE
22,0001
17,397.50
17,584.00
18,000.00
22,000-00
20,000.00
20,000.00
30-420-8000 CHRISTMAS BONUS
1,2001
800.00
0.00
800.001
1,200.p0
1.200.00
1,200A0
30-420-8700 WORKERS COMP
7,200 I
0.00
5,999.62
7,500100
7,500.00
7,500.00
30-420.8800 STATE RETIREMENT
0
0.00
0.00
-30-420-8900 HEALTH & DENTAL INSURAN
ol
0.00
0.00
30-420-9000 MISCELLANEOUS
500
282.37
0.00
300.00
500.0ol
500.00
500.00
30420-9600 MAINT/SUPPORT COMPUTER
2,5001
3,058.001
2,497.50
3.100.00
3-500.00
3,500.00
3,500,00
'ADMINISTRATIONTotals
108,3501
79,702.971
91,474.371
86,160.00
109.850.00
105,350.00
105,350.00

2/23/201210:38:58 AM
TOWN OF ANDREWS
GL Account/Deseriotion
Budget Worksheet
Ending Date: 06/30/2011
Current Actual
Page 25 Of 48
Prior Year Fstimaterl RemePstari RPr_nmmanrin.i Annrnvcrl
30-430-0200 WAS DISTRIBUTION SALARI
125.000
114,310.38
110,996.08
107,500.00
129,600.00
129,600.00
129,600.00
30430-0300 SOCIAL SECURITY MATCH
9,560
8,517.58
8,300.66
8,226.00
F 9,920.00
9,920.00
9,920.00
30430-0301 RETIREMENT MATCH
14,100
9,719.70
9,651.08
12,900.00
15,560.001
15.560.001
15,560.00
30430-0600 SUPPLIES
8.000
9,484.54
9,237.56
9,200.00
8,000.00
8,000.00
8,000.00
30430-0800 EQUIPMENT
16,000
0.00
34.98
16,000.00
12,000.00
127000.00
30-430-1100 MAINT/REPAIRS EQUIPMENT
4,0001
2,308.07
3,147.241
2,900.001
4,000.001
4,000.00
4,000.00
3Q-430-1400 TRAVEL
2,400
25.00
1,004.47
2,400.00
2,400.00
2,400.00
30-430-1500 SCHOOLS
1,000
715.00
375.00
800.04
1,000.00
1,000.00
1,000.00
30-430-1600 MAINIREPAIRS WATER LINE
20,0001
18,475.1131
10,568.191
18,900.00
20,Q00.00
20,000.00
20,000.00
30430-1650 MAINT/REPAIRS SEWER LIN
25,000
25,248.95
29,524.861
27,900.00
25,000.00
25,000.00
25,000,00
30-430--1800 GAS & OIL
8,500
4,586.021
6,255.27
5,420.00.18,500.00
8,500.00
8,500.00
30-430-2000 MISCELLANEOUS
500
0.00
0.00
500.001
500.00
500.00
30-430-2200 MAPPING
0
0.00
0.00
30-430.2300 UNIFORMS
3,650
118T/.26
2,536156
2,100.001
3,600.00
2,400.00
2,400.00
30-430-8000 CHRISTMAS BONUS
0
0.00
0.00
30-430-8700 WORKERS COMP
6,000
6,733.35
4,84701
6,800.00
6,000.00
6,000.00
6,000.00
30430-8800 STATE RETIREMENT
0
0.00
0.00
30430-8900 HEALTH S: DENTAL INSURAN
33,120
25,470.66
18,606.79
25,750.00
33,010.0;
33,090.OQ
33,010.00
30430-9000 CONTINGENCIES
0
0.00
0.00
30-430-9100 NEW CONSTRUCTION -LINE
10,000
0.00
36,282.86
10,000.00
10,000,00
10,000.00
**"W/S MAINTENANCE Totals
286,830
227,471.69
251,367.61 1
228,395.00
293,090.00
287.890.00
287,890.00

2/23/2012 10:38:58 AM Budget Worksheet Page 26 Of 48
TOWN OF ANDREWS Ending Date: 06/30/2011
GL Account/Description
Current Actual
Prior Year Estimated Requested Recommended Approved
30-440-0200 WWTP OPERATORS -SALARIES
70,000
69,335.50
66,519.25
71,995.00
72,844.00
72,844.00
72,844.OD
30-440-0300 SOCIAL SECURITY MATCH
5,355
5,267.01
5,065.65
5,510.00
5,600.00
1 5,600.00
1 5.600.00
30440-0301 RETIREMENT MATCH
7,875
7,782.26
6,452.35
8,640.00
9,950.00
9,950.00
9,950.00
30-440-0500 PRINTING 1
0
0.00
0.00
30-440-0700 SUPPLIES -OFFICE & SANIT
2,200
402.70
2,820.95
1,000.00
2,200.00
2,000.00
2,000.00
30440-0750 TREATMENT SUPPLIES -COST
20,000
21,216.00
18,044.57
20,877.00
22,000.00
22,000.00
22,000.00
30-440-0800 EQUIPMENT
10,000
0.00
55.08
10,000.00
10,000.00
10,000.00
30-440-0900 MAIN & REPAIRS EQUIPMEN
5,000
1 554.39
1 6,770.02
1,200.00
5,000.00
5,000.00
5,000.00
30-440-1400 TRAVEL
1,500
97.41
273.85
125.00
1,500.00
1,500.00
1,500.00
30-440-1500 SCHOOLS
1,000
0.00
570.00
1 1,000.00
1,00o.00l
1,000.00
30- 40-1800 GAS & OIL
3,000
2,416.48
1,706.75
2,540.00
3,000.00
3,000M
1 37000.00
30-440-1900 ENVIRONMENTAL TESTING
65,000
67,838.18
65,609.541
71,268.00
72,000.001
68,721.00
68,721.00
30-440-2000 MISCELLANEOUS
1,000
4-501
27.75
90.00
1,000.001
1,000.00
1,000.00
30- 40-2100 PERMIT FEES
6,0001
4,850.00
4,800.00
5,000.00
6,000.00
6,000.00 I
6,000.00
30-440 2300 UNIFORMS
2,400
1,710.36
2,077.21
1,850.00
2,400.00
2,400.00
2,400.00
30-440 2400 DEBT SERVICE
0
0.00
0.00
30-440 2700 CONTRACTORS 1
8,500
0.00
0.00
4,000.00
r 8,500.00
8,500.00
8,500.00
30-440-8000 CHRISTMAS BONUS
0
0.00
0.00
30-440-8700 WORKERS COMP
3.100
3,698.75
2,555.001
3,700.00
F 3,700.00
4,200.00
4,200.00
30-440-8800 STATE RETIREMENT
0
0.00
0.00
30-440-8900 HEALTH & DENTAL INSURAN
16,960
14,999.60
13,020.72
15,300.00
16,200.00
16,200.00
16.200.00
30-440-9000 CONTNGENCES
0
0.00
0.00
30-440-9100 CAPITAL IMPROVEMENTS
0
0.00
0.00
—WASTEWATER TREATMENT Totals
228,890
200,173.14
196,368.69
213,095.00
242,894.00
239,915.00
r 239,915,00

2//23/2012 10:38:58 AM Budget Worksheet Page 27 Of 48
TOWN OF ANDREWS Ending Date: 06/30/2011
GL AccountfDescrintion
Current Actual
Prior Year Estimated RenuestPrl Rernmmanrierl Annrnvcrl
30-450-0200 WATER PLANT SALARIES
105,200
102,401.65
98,898.03
101,000.00
114,327.00
114,327.00
rr
114,327.00
30-450-0300 SOCIAL SECURITY MATCH
8,050
7,807.13
7,539.69
7,730.00
8,750.00
8,750.00
$,750.00
30-450-0301 RETIREMENT MATCH
11,835
11,492.84
9,593.15
12,120.00
13,720.00
13,720.00
13,720.00
30-450-0700 SUPPLIES - OFFICE & SAN
2,000
743.76
1,217.79
640.00
2,000.00
1 1,500.00
1,500.00
30-450-0750 CHEMICAL SUPPLIES
18,000
11,743.62
12,741.80
13.100.00
18.000.00
18,000.00
18,000.00
30-450-0800 EQUIPMENT
2,0001
0.00
0.00
2,500.00
2,500.00
2,500.00
30-450-0850 COPIER/PRINTER LEASE
ol
427.411
0.001
1,500.00
1,500.001
1.200.00
1.200.00
30450-0900 MAIN & REPAIRS EQUIPMEN
10,000
10,724.701
11,967.68
14,000.00
10,000.00
10,000-o
10,000.00
30-450-0950 MAINT/REPAIRS GROUNDS
5,000
277.50
951241
750.001
5,000.001
5,000.00
5,000.00
30-450-1000 CONTRACT LABORMATER PL
0
0.00
0.00
30-150-1400 TRAVEL
1,000
588.64
1. 117.601
600.00
1,000.00
1.0oo.001
1,000.00
30-450-1500 SCHOOLS
1,200
140.001
50.00
250.00
1,200.00
1,200.00
1,200.00
30-450-1800 GAS & OIL
1,500
1,304.87
1,062.82
1,500.00
1,800.00
1,800.00
1,800.00
30-450-1900 ENVIRONMENTAL TESTING 1
8,500
2,739.50
8,762.74
3,900.001
8,500.00
8,500.001
8,500.00
30-450-2000 MISCELLANEOUS
1,000
22.50
0.00
100.00
1,000.00
1,000.o0
1,000.00
30-450-2100 PERMIT FEES
3,000
2,380.00
2,330.00
3,100.00
3,200.00
3,200.00 1
3,200.00
30450-2300 UNIFORMS
0
0.00
35.86
30450-8000 WORKERS COMP
0
5,078.29
0.00
5,100.00
4,344.00
4,344.00
4,344.00
30-450-8900 HEALTH INSURANCE
17,045
12,726.161
13,169.72
13,961.00
16,504.00
16,504.00
16,504.00
30-450-9000 CONTINGENCES
0
0.00
0.00
30-450-9100 CAPITAL IMPROVEMENTS
7,000
3,885.00 1
4,000.00
7.000.00
3,500.00
3,500.00
""WATER TREATMENT PLANT Totals
202,330
174,483.57
173.102.721
183.351.00
220,345.00
216,045.00
216,045.00

2(23/2012 10:38:58 AM
TOWN OF ANDREWS
GL Account/Descriotion
Budget Worksheet
Ending Date: 06/30/2011
Current Actual
Page 28 Of 48
PrinrYear FstimatPri pcimlact=4 Rcnnmrncndoc! Annm—,4
30-460-2000 MISCELLANEOUS -NON DEPAR
0
0.001
0.00
30-460-4700 DEBT SERVICE-2 NEW TRUC
6,800
0.00
0.00
6,000.001
6.000.00
6,000.00
30460-4800 DEBT SERVICE -SEWER JETT
0
0.00
0.00
30460-4900 DEBTSenrice-Excavator
1 17,000
13,937.11
1,143.19
14,070.001
10.000.00
10,000.00
10, 000.00
30-460-5000 CDBG-MUD TOWN PROJECT
0
0.00
0.00
30460-6000 WATER SEWER BONUPAYMEN '
24,000
33,176.70
0.00
34,000.001
34.000.001
34,000.00
34,000.00
30-46M500 WATER SEWER BOND INTERS
8,300
5,849.78
6,239.761
6,000.001
8,000,U0
1 8,000.00
8,000.00
30-460-7000 INTEREST -NEW TRUCKS
0
0.00
0.00
30-460-8100 TOWN INSURANCE
0
1,267.01
0.00
1,267.01
F30-460-8200 CAPITOL IMPROVEMENTS
0
0.00
0.00
30-460-9100 CAPITOL RESERVER
0
0.00
0.00
30460-9200 ARC GRANT WWTP
0
0.00
0.00
30-460-9300 BOND MONEY WWTP REHAB
0
0.00
0.00
30-460-9400 EDA GRANT -CONSTRUCT WWT
ol
0.00
0.00
30-460-9500 DENR-WATER SUPPLY/STORA
0
0.00
0.00
30-460-9600 COUNTY LOAN 1
5,000
0.00
0.00
"*"ATER FUND-NOWDEPARTTotals61,100
54,230.60
7.382.9,9
55.337.01
5B4O00.00 1
58,000.00
58,000.00

EXISTING COLLECTION SYSTEM DATA

NC®ENR
North Carolina Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. Johnny Brown, Mayor
Town of Andrews
P.O. Box 1210
Andrews, North Carolina 28901
Dear Mr. Brown:
Coleen H. Sullins
Director
June 24, 2010
Resources
Subject: NOTICE OF VIOLATION
NOV-2010-LV-0231
Permit No. NCO020800
Andrews W WTP
Cherokee County
Dee Freemad
Secretary)
A review of Andrews WWTP's monitoring report for March 2010 showed the following violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
BOD, 5-Day (20 Deg. C) -
03/31/10
30 mg/l
34.65 mg/l
Monthly Average
Concentration
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the comments section
on the reverse of the relevant DMR provided an adequate explanation for the subject violation, it is not requested that a
response be submitted: however, should you have additional information concerning the violations or comments which you
wish to present, please submit them to the attention of Janet Cantwell.
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it should
have been marked "Non -Compliant."
The Division of Water Quality may pursue enforcement actions for this and any additional violations. If the
violations are of a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may contact Keith
Haynes of this Office for additional information.
If you should have any questions, please do not hesitate to contact Janet Cantwell at 828/296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
cc: DWQ Asheville Files
DWQ Central Files
Earth Environmental/ ORC
7 .tit1'I'Chero4.e `.'.;Isrewtnrr'.'tilunir.ipaIAndim,',4'l1• II' 11hU(T.tit'7�`-_tIIC+-L'i-U_31.1oc One
North Carolina
Naturally I
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterouality ora FAX [phone]

ALT -NY -WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 27, 2010
Mr. Johnny Brown, Mayor
Town of Andrews
P.O. Box 1210
Andrews ,North Carolina 28901
Subject: NOTICE OF VIOLATION
NOV-2010-MV-0039
Permit No. NCO020800
Andrews WWTP
Cherokee County
Dear Mr. Brown:
A review of Andrews WWTP's monitoring report for December 2009 showed the following
violations:
Parameter
Date
Measuring
Frequency
Violation
BOD
12/03/2009
5 Times / Week
Failure to Monitor
BOD
12/04/2009
5 Times / Week
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with an explanation for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law. If the above parameter was left off
inadvertently please send an amended DMR to Raleigh.
If you should have any questions, please do not hesitate to contact Janet Cantwell at 828/296-
4500.
Sincerely,
4T:Edwards, Regional Supervisor
k k; Surface Water Protection Section
cc = DWQ`Ashevlle Files
DW.Q Central Files
S:15WPICherokee\Wastewater\Municipal\Andrews WWTP 20800\N0V-20T0-114V-0039.doc
V •�srrss rs���
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwatergualitv.org FAX [phone]

L r-1
J
Performance Annual Report
I, General Information
Facility/System Name: Town of Andrews Wastewater Treatment Works
1 d �
Responsible .Entity: Town of Andrews, NC
Person in Charge/Contact: Michael Ladd -- P.O. Box 1210 Andrews, NC 28901
828-321-3006 or 828.321-3113
Applicable Permit(s): NPI)HS Permit #: NCO020800
Description of Collection System or Treatment Process:
The Town of Andrews operates a 1-5 MGD trickling filter wastewater treatment plant located on Reagan
Avenue, along with all associated wastewater pumping stations, and collection system lines.
II. Pertormance
The Town of Andrews is pleased to announce, that for the fiscal year 7/ 1/10 — 6/30/11, only I violation
occurred due to a mechanical failure in the trickling filters.
July 2010 — No violations or reportable spills.
August 2010 —No violations or reportable spills.
September 2010 — No violations or reportable spills.
October 2010 — No violations or reportable spills.
November 2011 0- No violations or reportable spiII;i.
December 2010 — No violations or reportable spills.
AUG 2 5 201y I

January 20I I — No violations or reportable spills.
February 2011 — No reportable spills. The town received an NOV on February 24, 2011 for a mechanical
problem involving one of the trickling filters. The bearings were out and are currently being repaired.
March 2011 —No violations or reportable spills.
April 2011 —No violations or reportable spills.
May 201 I — No violations or reportable spills.
June 2011 — No violations or reportable spills.
Ill. Notification
Customer notification was provided on the utility bills with the following notice:.
"The Town of Andrews has available copies of its 2011 annual wastewater system performance report.
Copies may be obtained at City Hall, or by calling 321-3113."
TV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I
further certify that this report has been made available to the user or customers of the named system and
'that those users have been notified ofits availability.
1
esponsible Person Date
Title— WWTP ORC
Entity — Town of Andrews, NC.

Performance Annual Report
T. General Information
Facility/System Name: Town of Andrews Wastn'vdter Treatment Works
Responsible Entity: Town of Andrews, NC
Person in Charge/Contact: Michael Ladd - P.O. Box 1210 - Andrews, NC 2896 1-
828-321-3006 or 828-321-3113 `a s F;!' Uiij�(1=ri` i
Applicable Permit(s): NPDES Permit #: NCO020800^-
1 WATER QUALITY 3f_CTIUN
I 1/ILA = FcCIO t, ['F�ICE
Description of Collection System or Treatment Process: ' -'- -�—
The Town of Andrews operates a 1.5 MGD trickling filter wastewater treatmen'Nant�ioc'ated-on:Reagan.,,.,,..;_ .
Avenue, along with all associated wastewater pumping stations, and collection system lines.
II. Performance
The Town of Andrews is pleased to announce, that for the fiscal year 7/1/09 - 6/30/10, only 1 violation
occurred due to an exceedance of the monthly limit of BOD.
July 2009 - No violations or reportable spills.
August 2009 - No violations or reportable spills.
September 2009 - No violations or reportable spills.
October 2009 - No violations or reportable spills.
November 2009- No violations or reportable spills.
December 2009 - No violations or reportable spills.
F s F PIN
1U
!�, ^ ` Jul-� , c1.111
3

January 2010 — No violations or reportable spills.
February 2010 — No violations or reportable spills.
March 2010 — No reportable spills. The town received an NOV for exceedance of the monthly BOD li nit
of 30 mg/L. The monthly average was 34.6 mg/L. The situation has been addressed and rectified.
April 2010 — No violations or reportable spills.
May 2010 — No violations or reportable spills.
June 2010 —No reportable spills; however, the town received an NOV for late submittal ofthe pretreatment
headworks analysis. The situation is being rectified...
III. Notification
Customer notification was provided on the utility bills with the following notice:
"The Town of Andrews has available copies of its 2010 annual wastewater system performance report.
Copies may be obtained at City Hall, or by calling 321-3113."
IV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I
further certify that this report has been made available to the user or customers of the named system and
that those users have been notified of its availability.
Responsible Person
Title — W WTP ORC
Entity — Town of Andrews, NC.
7/27/10
Date

Performance Annual Report
I. General Information
Facility/System Name: Town of Andrews Wastewater Treatment Works
Responsible Entity:. Town of Andrews, NC
Person in Charge/Contact: Michael Ladd — P.O. Box 1210 —Andrews, NC 28901
nnn„�
828-321-3006 or 828-321-3113 '• 1 i':�J�� ! ` `!��
Applicable Permit(s): NPDES Permit #: NCO020800 T
Description of Collection System or Treatment Process: _
The Town of Andrews operates a 1.5 MGD trickling filter wastewater treatment_plant.located on Reagan
Avenue, along with all associated wastewater pumping stations, and collection system lines.
H. Performance
The Town of Andrews is pleased to announce, that for the fiscal year 7/l/08 — 6/30/09, only 1 violation
occurred due to a late submittal of a pretreatment headworks analysis.
July 2008 —No violations or reportable spills.
August 2008 — No violations or reportable spills.
September 2008 — No violations or reportable spills.
October 2008 — No violations or reportable spills.
November 2008— No violations or reportable spills.
December 2008 — No violations or reportable spills.
RECEIVED
AUG 13 2309
DENR - WATER QUALITY
POINT SOURCE BRANCH

January 2009 — No violations or reportable spills.
February 2009 — No violations or reportable spills.
March 2009 — No violations or reportable spills.
April 2009 —No violations or reportable spills.
May 2009 — No violations or reportable spills.
June 2009 — No reportable spills; however, the town received an NOV for late submittal of the pretreatment
headworks analysis. The situation is being rectified..
III. Notification
Customer notification was provided on the utility bills with the following notice:
"The Town of Andrews has available copies of its 2009 annual wastewater system performance report.
Copies may be obtained at City Hall, or by calling 321-3113."
IV. Certification
I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I
further certify that this report has been made available to the user or customers of the named system and
that those users have been notified of its availability.
Responsible Person
Title — WWTP ORC
Entity — Town of Andrews, NC.
8/11/09
Date

EFFWJ4
NPDESNO: NCO020800 DISCHAFZGE'F10'.`:;
AGILITY NAME. own o, Ar
CERTIFIED LABORATORIES (1):
( list additional laboratories on the backside/page 2 of this to
OPERATOR IN RESPONSIBLE CHARGE O
PERSON(S) COLLECTING SAMPLES:
CHECK BOX IF ORC HAS CHANGED:
MAIL ORIGINAL AND ONE COPY TO ` 1
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center 4�y*
Raleigh, NC 27699-1617
Al I
}
MONTH: June YEAR: 2011
COUNTY: Cherokee
NO. 352
IV CERTIFICATION NO. 10942
ZONE `828-479-6428 b> A JIC
'.tNO FLOW (,QISCHARGE FROM SITE.
f -,A jbSKANAtUtiJ-OF OPERATOR IN RESPONSIBLE CHARGE) ( 'OAT
ry r
- 1 � _
BY TH1S SIGNATURE, I C,€RTIFY THAT THIS REPORT IS '' (1 '
TJ ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
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DWQ Form MR-1 (Revised 11/04)

s— EFFLUENT
NPDES NO: NCO020800 DISCHARGE NO: �(1� ,•> j1; MONTH: May YEAR: 2011
FACILITY NAME: Town of Andrews WWTP .q^ t ';'. .1. • "" GLASi-A COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Ea r ORTEN RJ �. 352
( list additional laboratories on the backside/page 2 0,{,}yR2X - - -•'� ":
OPERATOR IN RESPONSIBLE CHARGE (OR8ji MlChaei E" IV CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: 0. r �1. 0 HO,N 828-479-6428
CHECK BOX IF ORC HAS CHANGED:
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�1
1 �dqt
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Division of Water Quality
1617 Mail Service Center]
Raleigh, NC 27699-1617
'KI (S1 TL E, A'6R IN RE
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r'1-t6y' MATURE,.I,CERTIFYTHATTHIS RR.YORT IS
URATEI4
ACCNIJ'COMPLETE TQ.:PPE4i3EST OF MY KNOWLEDGE.
I
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DWQ Form MR-1 (Revised 11104)
N

EFFLJENT
NPDES NO: NCO020800 DISCHARGE NO: 001
FACILITY NAME: Town of Andrews WWTP CLASS:
CERTIFIED LABORATORIES (1): Earth Environmental CERTIF
( list additional laboratories on the backside/page 2 of this form)
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Lad._:. , •,,�;„"GR
PERSON(S) COLLECTING SAMPLES: Operators r-;tON!1�a'"%''`'' Qj�CP
CHECK BOX IF ORC HAS CHANGED:
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality�� 1
H: April YEAR: 2011
COUNTY , Cherokee
352
TION NO. 10942
-6428
FROM SITE'
1617 Mail Service Center
Raleigh, NC 27699-1617 a a SG lW OPERATOR IN Q 18LF�_ OH 1=) ;;: DATE
20 216 I 4y THI `SIGNA RE, 1 pT �A� rFjlj�iEORT IS _k
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DWQ Form MR-1 (Revised 11104)

~
a
EFFLIENT
NPDES NO: NCO020800
DISCHARGE NO: 001
FACILITY NAME: Town of Andrews WWTP CLAS,S'"'-y
CERTIFIED LABORATORIES (1): Earth Environmental CERTI .) 0IO k,6,.."'''
( list additional laboratories on the backsidelpage "
2 of this form) , a':"_. •: ; "`..- \
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J.
PERSON(S) COLLECTING SAMPLES: Operators
\\
aRc� 82 �4�7j9
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NO FI�QW / DiSCHAI
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Division of Water Quality
1617 Mail Service Center
X
Raleigh, NC 27699-1617
(SIGNATURE OF Q. RATO IN�Ij6S15Nu18�
BY THIS SIGNATUR ,ICERTIF157fllGTJ 6$.i2EPORT I5
ACCURATE Arab CO eLETE Tp��tf BEST'OF.MY KNO_ WLEDGE.
Mach YEAR: 2011
COUNTY: Cherokee
' 352
ATIOgNO. 10942
1218 _
FRd1M--SITE~;
DWQ Form MR-1 (Revised 11/04)

EFFLUENT
NPDES NO: NCO020800 DISCHARGE NO: 001
FACILITY NAME: Town of Andrews DTP CLASS:
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATIQN.NQ,,,,4.
( list additional laboratories on the backside/page 2 of this form) �+. ^ "; „a
OPERATOR IN RESPONSIBLE CHARGE (ORC)^ 4':'IYltc�a£f xJ Ld�a, .. ,as r GRADE I!
F.: -y-- —
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ATTN: CENTRAL FILES �.
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1617 Mail Service Center. ' X B9
Raleigh, NC 27699-1617 „ x l r1 n , n.i., I 6 (SIGNATURE nP: r) PRQA (ZDnKIWI c
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MONAP1 Fe qua. YEAR: 2011
ill " ++ 'CCbN' P Cherokee
352
CERTIFICATION NO.
828-479-6428
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10942
DWQ Form MR-1 (Revised 11/04)

EFJEJ
NPIDES NO: NCO020800 DISCHARGE
FACILITY NAME: Town of Andrews WWTP,�,,^-
CERTIFIED LABORATORIES (1): Earth .-EERY
list additional laboratories on the backside/page 2 of this forT
OPERATOR IN RESPONSIBLE CHARGE (ORC) ldhaeLJ:�Cal
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7A
CHECK BOX IF ORC HAS CHANGED: Ai a
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MONTH: January YEAR:
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COUNTY:
Cherokee
q O. 352
%RTIFICATION NO.
10942
P 82-9,,-479-6428
_NO FL . OI 1 DISCHARGE FROM SITE
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center N4
Raleigh, NC 27699-1617 (S I NATL[OE:�& R. N RES SIB LE CHARGE)
rb '11-
ri I CERTIFY,THPORT IS
E AND TE TO THE BEST OF MY KNOWLEDGE.
'A k
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DATE
DWQ Form MR-1 (Revised 11104)

EFFLIIIENT
NPDES NO: NCO020800 - DISCHARGE NO: 001 MONTH: December YEAR: 2010
FACILITY NAME: Town of Andrews VWWTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form)
y ^
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd GRADE IV NO. 10942
PERSON(S) COLLECTING SAMPLES: Operators g' , ORC PHG 'E-- L 828 14 479-6428
CHECK BOX IF ORC HAS CHANGED: NO FLOW/,pISCHARGE FROM SITE.
FEB 15
MAIL ORIGINAL AN0.iJNE COPY TO s r' - \ x
ATTN: CENTRAL M-ES 4 ? z n r _
Division of Water Quality
1617 Mail Service Center X Y
Raleigh, INC 27699-1617 ' ' -PURE OF OE?gRA( IN'R P SIBL RGE)\, DATE
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fYfT{SlGNbrTUfRI CEF; F1)/Y THAT THIS R RT IS > {
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1.5
DWQ Form MR-1 (Revised 11/04)

NPDES NO: NCO020800
FACILITY NAME: Town of Andrei
CERTIFIED LABORATORIES (1): Ear
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) M
PERSON(S) COLLECTING SAMPLES: Operators
CHECK BOX IF ORC HAS CHANGED:
MAIL ORIGINAL AND ONE COPYr;T9
ATTN: CENTRAL FILES"'°
Division of Water Quality
1617 Mail Service Center rl r ( s� n
Raleigh, NC 27699-1617 J L
EFFLUENT
D[SGHAE'FfO: * c•-,;:.QO..�::_ MONTH: November YEAR: 2010
WWTP cCas°- :::.9i1' COUNTY: Cherokee
EnV,tron mentai__....CERTIFICATION'NO. 352
,I
laei Ia d GRADE AV ' CERTIFICATION NO. 10942
(, ORC PHONE '' 826-479-6428 r ,
NGKOW / DISCHARGE FROM SITE' th
JAN
e"�.�r• 4•n .,. - :; o.r, i nla oKDrvMl unt, I Gt
-K l lt-Y I HA I HIS REPORT IS
t1:s`atic3 lvri 'rOCOSSIri{E 41 ,?q . .
l JEaO ACCURATE AND CONIPLETE70 `rHE-BEST OF MY KNOWLEDGE.
JAN A LjAH
fj
DWO Form MR-1 (Revised 11l04)

EFFLJEN T
NPDES NO: NCO020800 DISCHARGE NO: 00
Town of Andrews VVWTP MONTH: September YEAR: 2010
FACILITY NAME: 111
CLASS: COUNTY: Cherokee -
CERTIFIED
LABORATORIES (1): Earth Environmental CERTIFICATION NO.
( list additional laboratories on the backsicI app`2 of this form) 352
OPERATOR IN RESPONSIBLE— >2 A9 G6ORc}.. Michael J. Ladd
GRADE IV CERTIFICATION N0. 1 0942
PERSONCOLLECTING. S) COLLECTINOj�PLES; OpQfBtOfS ORC PHONE [phone]
f;mss
CHECK BOX IFhIaS,GIANGEb NO FLOW / DISCHARGE FROM SITE "
MAIL ORIGINPA -AND 0YE ..' PY
ATTNrCErNTRAL FILES
DiVtsion of WateY Q�lit)i�, , `r.� ��• ` �/� �
1697 Mail. SeN?Ce Cente`r X
Raleigh NC 27G�M617
(SIGNATURE OF OPERATOR IN R PONSIBLE CHARGE
� ) �ti DA E
tij \ 1 ., `\�� E✓ �� BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDG .
+E `.`•``. .. is �� �.f„ i_ ��
VQ Form MR-1 (Revised 11/04)

EFFLENT
I4VDES NO: NCO020800 DISCHARGE NO: 001 MONTH: August YEAR: 2010
FACILITY NAME: Town of Andrews WWTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd GRADE IV CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: Operators ORC PHONE [phone]
CHECK BOX IF ORC HAS CHANGED: NO FLOW / DISCHARGE FROM SITE
MAIL ORIGINAL AND ONE COPY Ci--1- a
ATTN.: CENTRAL FILES , y x�
Division of Water Quality }
1617 Mail Sepi6e;6enter"` •,f_':--:.. °, .''?S X � �t✓�� `CT�L`"� �,,�,
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EFFL/UENT
NPDES NO: NCO020800
DISCHARGE NO: 001
MONTH: July
YEAR: 2010
FACILITY NAME: Tow' n Of Andrews VVWTP CLASS:
III COUNTY:
Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO.
352
( list additional laboratories on the backside/page 2 of this form)
_
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd GRADE IV
CERTIFIC,'TJO1 40'.9
10942
PERSON(S) COLLECTING SAMPLES: Operators
ORC PHONE
828-47r 9U8
CHECK BOX IF ORC HAS CHANGED: � NO FLOW 1 DISCPIARGE FROM SITE
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality7�
1617 Mail Service Center
X (' 1 1 !
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L
Raleigh, NC 27699-1617
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE) - - -••--'-=DATE
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.I
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE;
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Come (C) or,Grab (G} G G GC C C G C C C G C C C v
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DWQ Form MR-1 (Revised 11/04)

EFFLUENT
NPDES NO: NCO020800 DISCHARGE NO: 001 MONTH: June YEAR:...., 2010
FACILITY NAME: Town of Andrews WWTP CLASS: III COUNTY: , --'`>::-. herokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 362'a..,•
( list additional laboratories on the backside/page 2 of this form) -`
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd GRADE IV"-GERTIFICATION N ;, �� ;A1"42
PERSON(S) COLLECTING SAMPLES: Operators Q(2C PHONE 828-4% S
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CHECK BOX IF ORC HAS CHANGED: NO ! SCHE.�'ROM SITE ` 1
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality"N tfit
�
1617 Mail Service Center
Raleigh, NC 27699-1617 (SIGNATURE OF OPERATOR I SPdNSIBL CHARG) ''i _`�'r DA=
f :O " BY THIS SIGNATURE, I CERTIFY THAT' N,5 R ORT ISM
ACCURATE AND COMPLETE TO THE BEST OF Y KNOV%LD
AUG �5 - 2010
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DWQ Form MR-1 (Revised 11/04)

EFFIENT
NPDES NO: NCO020800 DISCHARGE NO: 001 MONT
FACILITY NAME: Town Of Andrews WWTR CLASS: � ti: may YEAR: 011y
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. COUNTY- C'herOkEE�
( list additional laboratories 352
OPERATOR IN RESPONSIBLE CTiAIG(OF2C�� ""� BII11�haei .l `'l:add"' GRADE IV CERT
PERSON(S) COLLECTING SAMPLES- Operrat�or�'� r� ORC PHONE 828- FICATION NO. 109�2
CHECK BOX IF ORC HAS C AN lll' la I L� L NO FLOW 1 DIS \ 79.6428
MAIL ORIGINAL AND ONE tOP Q' gIg
CHARGE FROM SITE
ATTN: CENTRAL FILES 4 i
Division of Water Quality ? IS 2010
1617 Mail Service Center p X
Raleigh, NC 27699-1617 (SIGN TURF F OPERATOR IN RES SIBLE CHARGE)
_a 5"
"• iE9 QUALITY $E�; T IS SIG TUREilCERTIFY THAT THIS REPORTIS DATE
r ,e TEA COMPLETE TO THE BEST OF MY KNOWr`!.i`.
G j _qHEVILLE REGIONAL C i ? -
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MINIMUM: osz3 �x 14.4 6.3 <17 16.2-
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Monthly Limit 1.5 6-9 28.0 30.0 6 0
`*** The Effluent BODs for 5/10/10; 5/11/10; 5/12/10; 5/17/10 QCj#5 ° •,
DWQ Form MR-1 (Revised 11104)

EFFLJJENT
NPDES NO: NCO02080O DISCHARGE NO: 001 MONTH: April YEAR: 2010
FACILITY NAME: Town of Andrews WWTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd AIDE IV CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: Operators _ � j: t'°'mom Of PHONE [phone]
CHECK BOX IF ORC HAS CHANGED: �-:.: �. NO FLOW / DISCHARGE FROM SITE
MAIL ORIGINAL AND ONE COPY TO:� ='
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center l J l
e,
Raleigh, NC 27699-1617 (SIGNATURE Q RATC�R�II6RE ONS(BLE CHARGE) DATE
THISI©NATURE, 1 CER IFY TH THISE2EPORT IS
1. y � J VERATE AND COMP] f0 THE EST 0); MY KNOWLEDGE.
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DWQ Form MR-1 (Revised 11/04)

. EFFLMENT
NPDES NO: NCO020800 DISEHFA§GE N6.. 001 MONTH: March YEAR: 2010
FACILITY NAME: Town of Andrews WWTF`Y, CLASS: COUNTY: Cherokee
CERTIFIED LABORATORIES (1): E8rtf1, Et]Vlfonfl!]en�t CERTIFICATION NO 352
( list additional laboratories on the backsidetpage 2 of this form) : r P + ` ,r;^r.
OPERATOR IN RESPONSIBLE CHARGE (ORC) -' ;MLchael J.,. Ldd.GRADE IV CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: OpE�B�OfS "J,�' �� ORC PHONE 828=4't�9-6428
4�.
CHECK BOX IF ORC HAS CHANGED: ^�� NO FLOWCHA GE IFM SITE
MAIL ORIGINAL AND ONE COP,YTb'.
ATTN: CENTRAL FILES ' •,� r�� ,., �J ', � �
Division of Water Quality
1617 Mail Service Center X
Raleigh, NC 27699-1617 (SIGNATUREOF OPERATOR• ,. ESPONSIBLE CHARGE) DATE
•;, BYTHIS)SIGNATURE, I G♦ RTIFY THAT THIS REPORT IS
'ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
r
**—The Effluent BODs for 3/2/10, 3/5110, 3/8/10- QC #5 -No sample dpilluution met the requirement of a DO residual of at least 1.0 mg/L
DWQ Form MR-1 (Revised11/Oq�/� V®�® ^, fer6* OR

EFFL&N.
NPIDES NO: NCO020800
FACILITY NAME: Town of Andrews
CERTIFIED LABORATORIES (1):
list additional laboratories on the backside/page 2 of this'
OPERATOR IN RESPONSIBLE CHARGE-
PERSON(S) COLLECTING SAMPLES: 00'er;
CHECK BOX IF ORC HAS CHANGED:
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
DISCHARGE NO: O01 MONTH: February YEAR: 2010
TP CLASS: III COUNTY:
Cherokee
r6firnental CERTIFICATION NO. 352
GRAD' E IV CERTIFICATION NO.
bRC PHONE [phone]
NO FLOW I DISCHARGE FROM SITE
X
d
-7' S�IGNTURE OF OPERATOR IN f SPONSIBL'E CHARGE)
C;-T-.RYTHIS SIGNATURE, I CERTIFY THAT THIS RErORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
31.L�-txl
DATE
\,"v
10942
W-0
MW =11IMNIL DVLJb Tor ziiv, zjzz, zizj, z124110 - QC #5 -No sample dilution met the requirement of a DO residual of at least 1.0mg1L.
DWQ Form MR-1 (Revised 1.1104)

IV`I--UUZU900
FACILITY NAME: DISCHARGE NO: MOUTH: January YEAR: 2010
Town of All -
CERTIFIED ndre-
LABORATORIE Ws WWTP CLASS: COUNTY: Cherokee
(list additional laborwojes
on the bac:kside/page2.-ft-hi7-,,-��--:Q--Lli�r�-�nviir'c-onmentialI CERTIFICATION NO. 352
OPERATOR IN RESPONS113LE C:f-1lARGE (ORC) ... ...... ..
PERSON(S) COLLECTING SAMPL,,-. All J 11add GRADE IV CERTIFICATION NO.
Deratljrs
CHECK BOX IF QRc- CHANGED:
ORC PHONE [phone]
MAIL ORIGINAA NO FLOW I DISCHARGE FROM SITE
-IOU
I ONE
1: CENTRACp 7 1 �1
Ion Of Water
Mail SenYlce�'A
gh, NC 27699.1
i3,
X V
(SIGNATU
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ACCL6T
.OPERATOR IN RESPONSIBLE CHARGE)
URE, I CERTIFY THAT THIS REPORT IS
COMPLETE TO THE BEST OF MY KNOWLEDGE.
DATE
A
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OPERATOR IN RESPONSIBLE CHARGE (ORC) " ICJ
PERSON(S) COLLECTING SAMPLES: ogicitorS
CHECK BOX IF ORC HAS CHANGED: MAIL ORIGINAL AND ONE COPY X X
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Centers
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0GE NO: 1-.1001 MONTH: November YEAR: 2009
CLASS: III COUNTY: Cherokee
eJhfiill�-�'CERTIFICkTION NO. 352
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C PRUNE 828-479-6428
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JAN .11 9"
**** The Effluent BODs for 417/09; 4/8/09 - QC #5 - No sample dilution met the requirement of a DO residual of at least 1.0 mg/L.
DWQ Form MR-1 (Revised 11/04)

FLUENT
NPDES NO: NCO020800 DIS RGE NO 001 MONTH: September YEAR: 2009
FACILITY NAME: Ton of Andrews WWTP CLASS: COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (O.RC). .MIChael,J. Ladd GRADE IV CERTIFICATION NO.
PERSON(S) COLLECTING SAMPLES:.: OperatOr:S ,` `';'` „ ORC PHONE [phone]
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The Effluent BODs for 9111/09 - QC #5 - No sample dilution met the requirement of a DO residual of at least 1.0 mg/L
This does not invalidate the BOO results.
DWQ Form MR-1 (Revised 11/04)

EFFLUENT
NPDES NO: NCO020800 DISCHARGE NO: 001 MONTH: August YEAR: 2009
FACILITY NAME: Town of Andrews WWTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Ladd GRADE IV CERTIFICATION NO.
PERSON(S) COLLECTING SAMPLES: Operators ORC PHONE [phone]
CHECK BOX IF ORC HAS CHANGED: NO FLOW / DISCHA(2G6.F R•�OM SITE'
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10942
.,DATE' i•;j i 'yy
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This does not invalidate the BOD results.
DWQ Form MR-1 (Revised 11/04)

LI)EFFLUENT
NPIDES NO: NCO020800 DISCHARGE NO: 001 MONTH: May YEAR: 2009
FACILITY NAME: Town of Andrews VVVff P CLASS: III COUNTY: Che-rokde
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO. 352
list additional laboratories on the backside/page 2 of this form
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Lod GRADE IV CERTIFICAT16N,.r .6,- '-.-lb94.2----'-*--i!::
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PERSON(S) COLLECTING SAMPLES: Operators ORC PHONE 479
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NO FLOW / DISCHAF
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X
Raleigh, NC 27699-1617
(SIGNATURE OF OPERATOR IN RESKONSIBLE CHARGE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
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DWO Form MR-1 (Revised 11/04)

0
EFFLUENT
NPDES NO: NCO020800 DISCHARGE NO: 001 MONTH: July YEAR: 2009
FACILITY NAME: Town of AndreW".s WWTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): ' Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backsidelpage 2 of this "form )
OPERATOR IN RESPONSIBLE CHARGE,(ORC) .Michael J. Ladd GRADE IV CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: .'. OpefatOfS ORC PHONE [phone]
CHECK BOX IF ORC HAS CHANGED: NO FLOW / DISCHARGE FROM SITE
MAIL ORIGINAL AND,ONE COPY TO:' 4
ATTN: CENTRAL FILES'
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1617 Ma Service Ce ter X rr ! J�✓ i��'F( !1
Raleigh, NC`27699 1617`''"" :'.[SIGNATURE OF„OPERATOR IN RESPONSIBLE CHARGE) ` DATE
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77.
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
**** The Ettluent tiuus for 7/1109 & 7/9/09- QC #5 - No sample dilution met the requirement of a DO residual of at least 1.0 mg/L.
DWQ Form MR-1 (Revised 11/04)

EFENT
NPDES NO: NCO020800 DISCHARGE NO: 001 MONTH: June YEAR: 2009
FACILITY NAME: Town of Andrews UI{WTP CLASS: III COUNTY: Cherokee
CERTIFIED LABORATORIES (1): EarttI EnVlronmental CERTIFICATION NO. 352
( list additional laboratories on the backside/page 2 of this form
OPERATOR IN RESPONSIBLE CHARGE (ORC). >LFF, Michaei`f J`:, L d GRADE I = CERTIFICATION NO. 10942
PERSON(S) COLLECTING SAMPLES: Orrpratofs �\ ORC PHONE [phone]
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I list additional laboratories on the backside/page 2 of this form
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/
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DWQ Form MR-1 (Revised 11/04)

`4-
-- ( 14LUENT
NPIDES NO: NCO020800 DISCHARGE NO: 001
FACILITY NAME: Town of Andrews WWTP CLASS:
CERTIFIED LABORATORIES (1): Earth Environmental CERTIFICATION NO.
( list additional laboratories on the backsideipage 2 of this form )
OPERATOR IN RESPONSIBLE CHARGE (ORC) Michael J. Lodd GRADE
PERSON(S) COLLECTING SAMPLES: Operators ORC,P,4 �
CHECK BOX IF ORC HAS CHANGED: 'm"..
MAIL ORIGINAL AND ONE COPY TO:
ATTN: CENTRAL FILES
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
BY THIS SIGNATURE, I CERTIFY THAtITHIS
ACCURATE AND COMPLETE TO THE BESTr
MONTH: Janqary,",,ii='?AR: 2009
III "COUNTY-x, Cherokee
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DWQ Form MR-1 (Revised 11/04)

IEFFLUENT
NPDES NO: NCO020800 URGE NO: 001 MONTH: November YEAR: 2008
FACILITY NAME: Town qkAndrews WWTP CLASS: III COUNTY: Cherokee
�a CERTIFIED LABORATORIES (1):.:';-'-..,,Earth
4:y •;;Earth Environmental CERTIFICATION NO. 352
( list additional laboratories on the backside/upIVof.this form)....
OPERATOR IN RESPONSIBLE CHA > \ Milphael J. d GRADE IV CERTIFICATION NO. 10942
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Sv i 3
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DWQ Form MR-1 (Revised 11/04)

NPDES NO: N00020800
FACILITY NAME: Town of 14nd
CERTIFIED LABORATORIES (1): E
( list additional laboratories on the backside/page 2 of this for%,
OPERATOR IN RESPONSIBLE CHARGE (ORC) ,•''{-
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001
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pet,)., Ladd
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APPENDIX C
EXISTING ENVIRONMENTAL CONDITIONS

Hiwassee River Basinwide
Water Quality Plan
March 2007
North Carolina Department of . ' ,�;
�""� Environment and Natural Resources tD111R Division of Water Quality
HCDENR Basinwide Planning Unit

Chapter 1
Hiwassee River Subbasin 04-05-01
Including: Lake Chatuge, Shooting Creek, and Brasstown Creek Watersheds
1.1 Subbasin Overview
Subbasin 04-05-01 at a Glance
Land and Water Area
Total area:
223 mil
Land area:
195 mil
Water area:
28 mi2
Population (County
2000 Est. Pop.: 8,775 people
Pop. Density: 45.0 persons/mil
Land Cover (percent)
Forest/ Wetland:
69 %
Water:
14.8 %
Urban:
2.5 %
Cultivated Crop:
6.9%
Pasture/
Managed Herbaceous:
6.8%
Counties
Clay
Municipalities
Hayesville
Aquatic Life
Monitored Streams Statistics
Total Streams:
43.3 mi
Total Supporting:
34.9 mi
Total Not Rated:
8.4 mi
of NPDES permit holders.
The Hiwassee River originates in the mountains of Towns
County, Georgia and -flows northward. Near the NC/GA
state line, the river is impounded to form Lake Chatuge.
Two major tributaries, Big Tuni Creek and Fires Creek,
originate in the high mountains of northern Clay County.
Land use in this area is mostly forest and the terrain is
rugged. Conversely, Tusquitee and Brasstown Creeks flow
through the broad valleys of southern Clay County where
topography is gentle and more favorable for agriculture and
residential land uses. Hayesville is the only municipality.
Most of the land within this subbasin is forested (69
percent), but cropland and pasture are also common (14
percent). Nearly fifteen percent of the area is surface water,
reflecting the 3,629 acres of Lake Chatuge. The population
of Clay County, based on 2000 census data, is 8,775 and
the majority of the county lies within this subbasin
boundary. The population of Clay County is expected to
increase 26.4 percent over between 2000 and 2020. Refer
to Appendix I and III for more information about
population growth and land use changes, respectively.
There is one large NPDES discharger in this subbasin (Clay
County WWTP, NC0026697) whose permitted discharge is
0.3 MGD. Since the last basinwide assessment in 1999,
this facility has had an upgrade in treatment and is no
longer required to perform toxicity testing. There is also a
facility in Georgia (Town of Young Harris Water Pollution
Control Plant, 0.24 MGD) that discharges to Brasstown
Creek about six miles upstream of the North Carolina state
line in Towns County. Refer to Appendix V for the listing
A map including the locations of the NPDES facilities and water quality monitoring stations is
presented in Figure 3. Table 3 contains a summary of assessment unit numbers (AU#) and
lengths, streams monitored, monitoring data types, locations and results, along with use support
ratings for waters in the subbasin. Refer to Appendix VIII for more information about use
support methodology.
Chapter I — Hiwassee River Subbasin 04-05-01

There are two ambient monitoring sites located in this subbasin. Ambient water chemistry
values at the Hiwassee River (US 64) have been stable since 1999. At this location, three
measurements (one turbidity and two copper measurements) in five years exceeded water quality
standards or action levels. The second ambient site is on the Valley River (SR 1373). This
location has also been stable since 1999. Seven measurements (six for turbidity and one for iron)
exceeded water quality standards or action levels Thc'turbidity viglations indicate the Valley,
-.River"'is lmpaired
DWQ collected 33 benthic macroinvertebrate samples in subbasin 04-05-02 between 1999 and
2004. All streams sampled for benthic macroinvertebrates in this subbasin were classified using
mountain criteria. Samples were collected in both 1999 and 2004 at 13 locations.
Bioclassifications were higher in 2004 at four of the 13 sites: Junaluska Creek, South Shoal
Creek, and the Hiwassee River received Excellent bioclassifications (Good in 1999) and one site
on the Valley River received a Good bioclassification (Good -Fair in 1999). Nine sites received
Excellent bioclassifications in both years.
DWQ evaluated the fish community sites in this subbasin for the first time in 2004. Therefore,
the 2004 basinwide assessment will serve as a baseline for the 2009 basinwide monitoring cycle.
Fish community bioclassifications in 2004 varied from Poor (Persimmon Creek) to Excellent
(Peachtree Creels). Four of the eight sites in this subbasin are classified as trout waters (Tr). The
NC Wildlife Resources Commission manages the Valley River and Persimmon Creek as
Hatchery Supported Trout Waters. Wild, not stocked, trout were collected from the Valley
River, Peachtree, Taylor, Vengeance, Hanging Dog, and South Shoal Creeks.
A map including the locations of the NPDES facilities and water quality monitoring stations is
presented in Figure 9. Table 5 contains a summary of assessment unit numbers (AU#) and
lengths, streams monitored, monitoring data types, locations and results, along with use support
ratings for waters in the subbasin. Refer to Appendix VIII for more information about use
support ratings. Refer to the 2005 Hiwassee River Basinwide Assessment Report at
btU2://h2o.enr.state.ne.us/esb/Basinwide/HIW2005.pdf and Appendix IV for more information on
monitoring.
Waters in the following sections and in Table 5 are identified by an assessment unit number
(AU#). This number is used to track defined segments in the water quality assessment database,
list 303(d) Impaired waters, and is used to identify waters throughout the basin plan. The AU# is
a subset of the DWQ index number (classification identification number). A letter attached to
the end of the AU# indicates that the assessment is smaller than the DWQ index segment. No
letter indicates that the AU# and the DWQ index segment are the same. For example, index
number 11-3-(14) might be split into two assessment units 11-3-(14)a and 11-3-(14)b.
2.2 Use Support Assessment Summary
All surface waters in the state are assigned a classification appropriate to the best -intended use of
that water. Waters are regularly assessed by DWQ to determine how well they are meeting their
best -intended use. For aquatic life, an Excellent, Good, Good -Fair, Fair, or Poor
bioclassification is assigned to a stream based on the biological data collected by DWQ. For
more information about bioclassification and use support assessment, refer to Appendices IV and
VIII, respectively. Appendix IX provides definitions of the terms used throughout this basin
plan.
Chapter 2 — Hiwassee River subbasin 04-05-02 37

for moving forward in order to insure that both water quality and watershed function are restored
and to prevent a "band -aid" approach to restoration. DWQ will sample this stream again to
evaluate the improvements to water quality as a result of these efforts.
2.3.3 Valley Rider (A'il# 115201
2000 Recommendations
19.6 miles of the Valley River downstream of Stewart Road appeared on the 2000 303(d) list
because of a Fair bioclassification. Sampling for the 2002 assessment resulted in Good -Fair
bioclassifications and the segment was removed from the 2002 303 (d) list. The 2002 basinwide
plan recommended intensive sampling to identify aquatic life stressors in the Valley River
mainstem. DWQ also committed to work with the Hiawassee River Watershed Coalition and
local natural resource agency staff to prioritize protection and restoration efforts in the watershed
based on the results of biological monitoring.
Current Status
Aquatic life in the Valley River from Vengeance Creek to Marble Creek (7.7 miles) is Impaired
because turbidity values exceeded the state standard in 12.2 percent of samples collected from
site FA2 at Tomotla.
The Valley River originates in the Snowbird Mountains near the Cherokee/Graham County line
and flows generally southwest into the Hiwassee River near Murphy. The entire 120-square mile
watershed lies within Cherokee County and the county boundaries follow the watershed
boundary for much of its length. The Valley River is one of the largest tributaries of the
Hiwassee River and directly influences the water quality of Hiwassee Lake immediately
downstream.
The Valley River watershed is predominantly forested, but the valley contains significant
pastureland and row crops. A major highway, US 74/19/129, crosses the river several times as it
follows the valley from Andrews to Murphy. Residential development is currently low density
and generally not located directly on the banks of the river. Development is increasing, but the
pace is relatively slow when compared to other parts of Cherokee and Clay counties.
Major impacts to water quality and instream habitat include a lack of riparian vegetation,
streambank erosion, livestock access, stream channel alterations, and runoff from the highway
and urbanized areas. As a result, turbidity and sedimentation continue to stress the river. DWQ
has conducted sampling in the vicinity of the old and new landfills on the'Valley River and no
impacts from these facilities were found.
Special Studies
In June 2002, benthic macroinvertebrate and fish communities were sampled at three sites on the
Valley River mainstem and 23 sites on tributaries to the Valley River in support of the Hiwassee
River Watershed Coalition's (HRWC) effort to prioritize streams in the watershed for future
restoration work (see water quality initiatives below). DWQ staff collected benthic samples at
all 26 sites, a volunteer crew led by HRWC collected fish community samples and TVA
provided additional help with both fish and benthic data collection. The DWQ report determined
that erosion and sedimentation are problems in most tributaries to the Valley River mainstem.
Additionally, riparian vegetation has been removed from most streambanks within the valley.
DWQ biologists suggest that the high gradient/high flow of headwater streams, coupled with.the
Chapter 2 — H wassee River Subbasin 04-05-02 41

2007 Recommendations
While HRWC has made significant progress towards reducing erosion and sediment inputs to the
Valley River, much work remains to be done. HRWC has identified thirteen restoration projects
that will address erosion and sedimentation problems in the Valley River watershed. These
include approximately 18,050 feet of restoration on the Valley River mainstem and 19,000 feet
on its tributaries. Projects to protect and restore riparian vegetation along the Valley River and
its tributaries can slow the rate of water temperature increase and greatly reduce turbidity. The
m
Valley River will be ie=listed-on+the 2005 303(d) list of impairedwaters'because of turbidity
standard violations at Site FA2 ::Therefore, funding agencies should prioritize fundin1.g for these
projects.' Aggressive funding and implementation strategies could result in a measurable
reduction in total suspended solids, turbidity levels, and temperature at Site FA2.
2.4 Status and Recommendations for Waters with Noted Impacts
The surface waters discussed (alphabetically) in this section are not Impaired. However, notable
water quality problems and concerns were documented for these waters during this assessment.
Attention and resources should be focused on these waters to prevent additional degradation and
facilitate water quality improvements. DWQ will notify local agencies of these water quality
concerns and work with them to conduct further assessments and to locate sources of water
quality protection funding. Additionally, education on local water quality issues and voluntary
actions are useful tools to prevent water quality problems and to promote restoration efforts. The
current status and recommendations for addressing these waters are presented below, and each is
identified by an AU#. Nonpoint source program agency contacts are listed in Appendix VII.
2.4.1 Beaver Creek [AU# 1-52-30-(3)]
Current Status
Beaver Creels was sampled at Site FB 19 as part of the 2002 Valley River Watershed Assessment.
Riparian vegetation is absent from many of the banks and much of the stream has been
channelized and hardened with riprap.
2007 Recommendations
Channel restoration is advised where feasible, but identifying restoration sites may be difficult
due to the proximity of the road that parallels the creek for its entire length. Residential
landowners along the creek can use a variety of techniques to reduce pollution caused by runoff
from their property. Residents should refer to Chapter 5 and the document "Improving Water
Quality in Your Own Backyard." This pamphlet is available free of charge through the Division
of Water Quality and online at http://h2o.enr.state.ne.us/nps/documents/BackyardPDF.pdf. Copies
can usually be obtained locally at the Hiwassee River Watershed Coalition office.
2.4.2 Britton Creek [AU# 1-52-29-(2)]
Current Status
TVA evaluated Britton Creek in 1993 and 2002. The stream was rated Good based on fish
community data, but habitat was degraded. Habitat problems included: lack of well -developed
riffle/run complexes, embedded substrate, heavy deposits of sediment, unstable banks, bank
erosion, and a narrow riparian zone. Much of the bank damage, erosion, and sediment
deposition are likely due to livestock access.
44 Chapter 2 — Hiwassee River Subbasin 04-05-02

2.4.17 Worm Creek [AU# 1-52-24]
Current Status
The benthic community in Worm Creek was sampled at sites FB26 and FB38 as part of the
Valley River Watershed Assessment in 2002. The habitat at the upstream site (171326) was good,
but the conductivity was elevated. This suggests runoff from residential or agricultural land use.
The downstream site (FB38) was plagued by several habitat and water quality problems. The
stream was full of silt and muck due to severe erosion. Heavy equipment had been used to push
trees and other woody debris into the creek, disrupting flow. The site was very productive with
long filamentous algae, suggesting nutrient enrichment. Conductivity was also very high for a
mountain stream. Field staff determined the source of this high conductivity was Rail Cove
Creek, a very small tributary to Worm Creek. Rail Cove Creek runs along SR 1503 through a
number of residences. Unidentified concrete structures with pipes discharging to the creek were
located at these residences.
Biologists from TVA sampled the fish community in the upstream reach of Worm Creek in 1994
and 2002. These samples indicated that elevated temperature and nutrients were a concern, but
their impact had lessened between 1994 and 2002.
2007 Recommendations
The purpose of the concrete structures should be identified. If these structures are indeed
impacting water quality, options for their removal or replacement should be explored. Erosion
and sedimentation problems should be addressed in order to prevent further habitat degradation
that may result in aquatic life impairment. These habitat problems could be addressed through
the Valley River Watershed Restoration Project. See Section 2.3.3 and Chapter 11 for more
information on this initiative.
2.5 Additional Water Quality Issues within Subbasin 05-07-02
The previous sections discussed water quality concerns for specific stream segments. The
following section discusses issues that may threaten water quality in the subbasin that are not
specific to particular streams, lakes, or reservoirs. The issues discussed may be related to waters
near certain land use activities or within proximity to different pollution sources.
This section also discusses ideas, rules, and practices in place to preserve and maintain the
pristine waters of the Hiwassee River basin. In subbasins 05-07-01 (Chapter 1) and 05-07-02,
this is particularly important since some of the waters are designated high quality or outstanding
resource waters (HQW and ORW, respectively). Special management strategies, or rules, are in
place to better manage the cumulative impact of pollutant discharges, and several landowners
have voluntarily participated in land conservation, stabilization, and/or restoration projects.
2.5.1 Sediment, Erosion, and Stormwater Concerns
The Hiwassee Rn!er Watershed Coalit�ori f eports a mar`.ked iricease fr sedurentation and
turbidity ",in 'the Cherokee County portion of the Hiwassee River Basin Their ►eports are ;
sstantiated by the i ubncrease in tu_ rbidity°standard exceedances at DWQ ambient,inonitorm-
station on the Valley; Rivef ' The Coalition receives continuing complaints from citizens
regarding runoff from construction sites, sediment build-up in local creeks, and pollution of
wells and springs by poorly controlled stormwater. Coalition staff does not have the
50 Chapter 2 — Hiwassee River Subbasin 04-05-02

Chapter 10
Natural Resources
10.1 Ecological Significance of the Hiwassee River Basin
North Carolina's portion of the Hiwassee River basin is located entirely within the Blue Ridge
physiographic province. The basin is home to a wide diversity of plants and animals with over
70 species considered endangered, threatened, special- concern, or significantly rare by the NC
Natural Heritage Program (NHP).
10.2 Rare Aquatic and Wetland -Dwelling Animal Species
Table 16 lists rare aquatic and wetlands -dwelling animals within the Hiwassee River basin. For
more information on these and rare plant species, visit the NC Natural Heritage Program (NHP)
website at www.nenhl2.org.
Considerable work is in progress regarding the life history of sicklefin redhorse, including
movement and spawning habitat studies, which will soon lead to a formal species description.
The Hiwassee basin contains six species of redhorse, an amazing diversity of these bottom -
dwelling fish. The knotty elimia has changed names since the last basinwide plan to Christy's
elimia, but is still a rare snail, endemic to the Hiwassee basin. There are also three endemic
crayfish in the Hiwassee basin. Littlewing pearlymussel (Pegias fabula) was removed from the
rare animal list since the last iteration of the basinwide plan because it is presumed to be
extirpated from the basin. It is given a `historical' status within NHP.
There are several rare freshwater mussels in the Hiwassee River basin. In general, freshwater
mussels are declining throughout the Southeast, which is the area of greatest freshwater mussel
diversity in the world. Mussels have a unique life cycle that depends on the availability of a
proper fish host. Female mussels are fertilized and produce larval mussels, called glochidia,
which are often packaged as a `lure' to attract fish. The fish `consumes' the lure and glochidia
attach to its fins and gills. The glochidia remain attached to the fish for a maturation period, then
drop into the substrate to begin growth to adulthood. The continued survival of freshwater
mussels depends on water quality but also on the availability of.appropriate habitat and host fish.
10.3 Significant Natural Heritage Areas in the Hiwassee River Basin
The NC NHP compiles a list of Significant Natural Heritage Areas as required by the Nature
Preserves Act. The list is based on the program's inventory of natural diversity in the state. The
terrestrial and aquatic natural heritage areas included on this list are the best representatives of
the natural diversity of the state, and therefore, have priority for protection. Inclusion on the list
does not imply that any protection or public access to the site exists. The identification of a
significant natural heritage area conveys no protection; these lands are the responsibility of the
landowner.
The Hiwassee River'basin.contains fourteen significanf natural heritage areas (Figure IS)
,and six,,,.
ofthose aye aquatic,habitats. The aquatic<significant nahiral-lientage`areas inchide:� Fires'Creak,
Hang�ngDo'`Creeic;``Lower'Hiwassee River;'Tusquitee`Creek%Big Tuni Creek, .Upper Hiwassee
Chapter 10 —Natural Resources 117

River, and Valley :River. Additionally, the watersheds of Fires Creek and Gipp Creek are
significant areas due to the inextricable link between water quality and the surrounding land
quality. Maintaining good water`quality-marl of the above habitais_is imperative. to -support the
diversity of;aquatic'species coi,tained within them:>
The Natural Heritage Program has identified Die Bend/Crowder Bluff as a unique area because
of the piedmont/mountain alluvial forest and floodplain pools found here that contain an unusual
mixture of piedmont and coastal plain species not typically found in the mountains of the Blue
Ridge. The Hiwassee Church Bluffs (sometimes called the Hiwassee River Bluffs) are rocky
cliffs along the Hiwassee River that are not only scenic, but may represent migration corridors
for plant species.
The Eller Seep, which is owned and managed by the Nature Conservancy, is a small yet very
important Southern Appalachian bog. It is home to green pitcher plant (Sarracenia oreophila), a
state and federally endangered carnivorous plant, and rough rush (Juncus caesariensis), a state
endangered and federal species of concern plant.
Table 16 List of Rare Animals Associated with Aquatic and Wetland Habitats in the Hiwassee
River Basin (May 2006)
Major Taxon
Scientific Name
Common Name
State
Status
Federal
Status
crustacean
Cambarus parrishi
Hiwassee headwaters crayfish
SC
FSC
invertebrate
Mairlo tila 'tame
A caddisfly
SR
invertebrate
Micrasema burksi
A caddisfly
SR
invertebrate
Rhyacophila mainensis
A caddisfly
SR
mollusk
Elimia christ i
Chris 's elimia
E
FSC
mollusk
Elli do dilatata
Spike
SC
mollusk
Fusconaia subrotunda
Long -solid
SR
mollusk
Lam sills asciola
Wavy -rayed lam mussel
SC
mollusk
Pleurobema ovi orme
Tennessee clubshell
E
FSC
mollusk
Villosa iris
Rainbow
SC
mollusk
Villosa trabalis
Cumberland bean
SR
FE
mollusk
Villosa vanuxemensis
Mountain creekshell
T
amphibian
Amb stoma tal oideum
Mole salamander
SC
amphibian
Cryptobranchus alle aniensis
Hellbender
Sc
FSC
amphibian
Pseudacris brachy
phona
Mountain chorus frog
SC
amphibian
Desmo nathus aeneus
Seepage salamander
SR
FSC
amphibian
Ew cea 'unaluska
Junaluska salamander
T
FSC
fish
Moxostoma s . 2
Sicldefin redhorse
SR
fish
Percina s uamata
Olive darter
Sc
FSC
fish
Sander canadensis
Sau er
SR
reptile
Glyptern s muhlenber li
Bog turtle
T
FT S/A
reptile
Sternotherus minor
Loggerhead musk turtle
SC
Rare Species Listing Criteria
E = Endangered (those species in danger of becoming extinct)
T = Threatened (considered likely to become endangered within the foreseeable future)
SR= Significantly Rare (those whose numbers are small and whose populations need monitoring)
SC = Species of Special Concern
FSC = Federal Species of Concern (those under consideration for listing under the Federal Endangered Species Act)
T(S/A) = Threatened due to similarity of appearance
EX= Extirpated
118 Chapter 10 —Natural Resources

Name
Hiwassee River Basin
Index Number Classification Class Date
Description _
ial Designation tion S ec
_ _
Burnthouse Branch
1-46
C
07/01/95
From source to Hiwassee River
Will Scott Creek
1-47
C
07/01/95
From source to Hiwassee River
Hampton Creek
1-48
C
07/01/95
From source to Hiwassee River
Harshaw Branch
1-48-1
C
07/01/95
From source to Hampton Creek
Campground Branch
1-48-2
C
07/01/95
From source to Hampton Creek
Martin Creek
1-49
C
07/01/95
From source to Hiwassee River
Mag Ashe Branch
1-49-1
C
07/01/95
From source to Martin Creek
George Creek
1-49-2
C
07/01/95
From source to Martin Creek
Right Prong Martin Creek
1-49-3
C
07/01/95
From source to Martin Creek
HIWASSEE RIVER (Hiwassee Lake below elevation 1525)
1-(50)
C
07/01/61
From a point 0.3 mile downstream of Martin Creek to Laurel Creek
McColl Branch
1-51
C
09/01/74
From source to Hiwassee Lake
.,Valley River
1-52
C;Tr
07/01/61
From source to Hiwassee Lake
Powder Burnt Branch
1-52-1
C;Tr
07/01/73
From source to Valley River
Long Branch
1-52-2
C;Tr
07/01/73
From source to Valley River
Wright Branch
1-52-3
C;Tr
07/01/73
From source to Valley River
East Nelson Creek
1-52-4
C;Tr
07/01/73
From source to Valley River
Tuesday, February14, 2012 Based on Classifications as of 20120208 Page 14 of32

NC 2010 Integrated Report Categories 4 and. 5 Impaired Waters
�11113;123 Waters in NC 40,-ntategory Mercury due to;statewide fish icd 7
AU Number AU Name AUDescriptionWngthArea AU Units Classification
Category Parameter Reason for Rating Use Category Collection Year 303(d)year
French Broad River Basin
North Indian Creek-Nolichucky River Watershed 0601010806
G) 7-10 Hollow Poplar Creek
From source to Nolichucky River 5.6 FW Miles CTr
5 Low pH
Standard Violation Aquatic Life 2008 2010
@ 7-2-63 Jacks Creek
From source to North Toe River 8.5 FW Miles C
5 Ecological/biological Integrity FishCom
Fair Bioclassification Aquatic Life 2002 2006
iW8seeRiver Basin
.1-02 Q .2
Hiwassee River Basin
Valley River Watershed 0602000204
V
7.7 FW Miles C, From Venegeance Creek near Marble to -Tr
Marble Creek above Murphy
5 Turbidity
Standard Violation Aquatic Life 2008 2008
Hiwassee River Basin
Hiwassee Lake-Hiwassee River Watershed 0602000207
@ 1-(50) HIWASSEE RIVER
From a point 0.3 mile downstream of 243.4 FW Acres C
(Hiwassee Lake
Martin Creekto Laurel Creek
below elevation -1525)
5 Low pH
Standard Violation Aquatic Life 2008 2010
1-63a Persimmon Creek
From source to Lake Cherokee 5.9 FW Miles C
(Lake Cherokee)
5 Ecologicallbiological Integrity FishCom
Poor Bioclassification Aquatic Life 2006 2008
NC 2010 Integrated Report Categoryl md 5 303id) List EPA Approved'Au,,-- 31, 201 9/20/2010 Page 37 of 145

Main Street Sewer Rehabilitation - Town of Andrews, NC
J _. •
ilr t, -( V mot. i�,• •�` �•
7
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yrr
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MAIN STREET SEWER IMPROVEMENTS
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ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC 28801 PH.[phone] FB2M LICEN''SE N C-0459 `f �a r 'S 3 ' '"r ;'I°` S r"s '' r , • 4'

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Base Flood Elevadw (S/ram)
® Coastal Barrier Resoarrae.Systems
-:Coastal sounds -
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35° 12' 25"
35' 11' 28"
Soil Map —Cherokee County, North Carolina
(ANDREWS SOILS)
m
0
"v
� Map Scale: 1:12,400 if printed on A size (8.5" x 11 ") sheet
B
r N Meters b
m ^ 0 150 300 600 900 m
Feet
0 500 1.000 2,000 3.000
USDA Natural Resources
> M- Conservation Service
Web Soil Survey
National Cooperative Soil Survey
- 6/20/2012
Paae 1.of 3
35° 12' 27"
35° 11' 31"

Farmland Classification"LCherokee Cou . n1y; North Carolina
(ANDREWS LAND CLASSIFICATION)
35* 12'23" -,
35* 11'33"
Map Scale: 1:11,000 if printed on size (8.5"x 11") sheet
Zo
r N Meters
0 150 300 600 900
Feet
0 .500 1,000 :2,000 3,000
-USDA -'Natural- Resources
Web Soil Survey 6/20/2012
iW1111111111I mConservation Service National Cooperative Soil Survey Page 1 of 4 -
35* 1725"
35* 11',35"

Farmland Classification —Cherokee County, North Carolina
(ANDREWS LAND CLASSIFICATION)
MAP" LEGEND
Area. of Interest (AOI)
0
Prime farmland if
Area of Interest (AOI)
subsoiled, completely
removing the root
Soils
inhibiting soil layer
Q
Soil Map Units
Prime farmland if irrigated
and the product of I (soil
Soil Ratings
erodibility) x C (climate-
Not prime farmland
factor) does not exceed 60
Q'
All areas are prime
0
Prime farmland if irrigated
farmland
and reclaimed of excess
salts and sodium
®
Prime farmland, if drained-
Farmland of statewide
0
Prime farmland -if
importance
protected from flooding or
Q
Farmland of local -
not frequently flooded
importance
during the growing season
Farmland of unique
Q
Prime farmland if irrigated
importance
Prime farrriland if. drained
Not rated or not available
and either protected from
Political Features
flooding or not frequently
flooded during the growing
Cities
season "
Water Features
Prime farmland if'irrigated
N
Streams and Canals
and drained
0
Prime farmland if irrigated
Transportation
and either protected from
+f+
Rails
flooding or not frequently
flooded during the growing
;•!/
Interstate Highways
season
N
US Routes
MAP INFORMATION
c
Major Roads Map Scale: 1:111000 if printed on A size (8.5" x 11 ") sheet.
iv Local Roads The soil "surveys that comprise your AOI were mapped at
1:12,000.
Please rely on the bar scale -on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N. NAD83
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cherokee County, North Carolina
Survey Area Data: Version-7, Dec 16, 2011
Date(s) aerial images were. photographed: 10/13/2006
The orthophoto or other base map on which the soil lines were
compiled. and digitized probably differs"from the background.
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident:
USDA Natural Resources Web Soil,Survey 6/20/2012
Conservation Service National Cooperative Soil Survey Page 2 of 4

Farmland Classification -Cherokee County, North Carolina
ANDREWS LAND CLASSIFICATION
Farmland Classification
Farmland Classification- Summary by Map Unit - Cherokee County, North Carolina (NC039)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AO1
BfD2
Braddock cobbly clay loam, 15 to 30
Farmland of local importance
2.1
0.4%
percent slopes, moderately eroded
BnC
Braddock -Urban land complex, 2 to 15
Not prime farmland
73.4
15.0%
percent slopes
CwA
Cullowhee fine sandy loam, 0 to 3
Prime farmland if drained
32.7
6.7%
percent slopes, occasionally flooded
DrB
Dillard loam, 1 to 5 percent slopes,
All areas are prime farmland
9.4
1.9%
rarely flooded
JtD
Junaluska-Tsali complex, 15 to 30
Farmland of local importance
5.7
1.2%
percent slopes
JtE
Junaluska-Tsali complex, 30 to 50
Not prime farmland
18.6
3.8%
percent slopes
JtF
Junaluska-Tsali complex, 50 to 95
Not prime farmland
6.1
1.3%
percent slopes
LkD
Lonon-Northcove complex, 15 to 30
Farmland of local importance
7.4
1.5%
percent slopes, bouldery
LrC
Lonon-Northcove-Urban land
Not prime farmland
9.7
2.0%
complex, 2 to 15 percent slopes,
bouldery
NtE
Northcove-Lonon complex, 30 to 50
Not prime farmland
0.2
0.0%
percent slopes, very bouldery
RdA
Reddies-Dellwood complex, 0 to 3
Farmland of statewide
24.0
4.9%
percent slopes, occasionally flooded
importance
RnA
Reddies-Dellwood-Urban land
Not prime farmland
19.4
4.0%
complex, 0 to 3 percent slopes,
occasionally flooded
RuA
Rosman -Urban land complex, 0 to 3
Not prime farmland
8.3
1.7%
percent slopes, occasionally flooded
SbE
Snowbird fine sandy loam, 30 to 50
Not prime farmland
1.0
0.2%
percent slopes, stony
SuB
Statler-Urban land complex, 2 to 8
Not prime farmland
157.4
32.1%
percent slopes, rarely flooded
UfB
Udorthents-Urban land complex, 0 to 5
Not prime farmland
43.5
8.9%
percent slopes, rarely flooded
UrB
Udorthents-Urban land complex, 2 to 8
Not prime farmland
70.1
14.3%
percent slopes
UrF
Udorthents-Urban land complex, 8 to
Not prime farmland
0.0
0.0%
95 percent slopes
W
Water
Not prime farmland
0.6
0.1%
Totals for Area of Interest
489.7
100.0%
USDA Natural Resources Web Soil Survey 6/20/2012
'1WK Conservation Service National Cooperative Soil Survey Page 3 of 4

Farmland Classification —Cherokee County, North Carolina ANDREWS LAND CLASSIFICATION
Description
Farmland classification identifies map units as prime farmland, farmland of
statewide importance, farmland of local importance, or unique farmland. It identifies
the location and extent of the soils that are best suited to food, feed, fiber, forage,
and oilseed crops. NRCS policy and procedures on prime and unique farmlands
are published in the "Federal Register," Vol. 43, No. 21, January 31, 1978.
Rating Options
Aggregation Method: No Aggregation Necessary
Tie -break Rule: Lower
USDA Natural Resources Web Soil Survey 6/20/2012
® Conservation Service National Cooperative Soil Survey Page 4 of 4

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
(�
Soil Map Units
Special
Point Features
V
Blowout
®
Borrow Pit
X..
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
@
Landfill
Lava Flow
Marsh or swamp
4t
Mine or Quarry
©
Miscellaneous Water
®
Perennial Water
v
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
(l
Sinkhole
Slide or Slip
pf
Sodic Spot
w
Spoil Area
Stony Spot
Soil Map —Cherokee County, North Carolina
(ANDREWS SOILS)
MAP INFORMATION
(0
Very Stony Spot
Map Scale: 1:12,400 if printed on A size (8.5' X 11") sheet.
Wet Spot
The soil surveys that comprise your AOI were mapped at 1:12,000.
Other
Please rely on the bar scale on each map sheet for accurate map
Special
Line Features
measurements.
f
Gully
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Short Steep Slope
Coordinate System: UTM Zone 17N NAD83
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
9
Cities
Soil Survey Area: Cherokee County, North Carolina
Water Features
Survey Area Data: Version 7, Dec 16, 2011
Streams and Canals
Date(s) aerial images were photographed: 10/13/2006
Transportation
The orthophoto or other base map on which the soil lines were
}}}}
Rails
compiled and digitized probably differs from the background
rays^
Interstate Highways
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
,tv
US Routes
Major Roads
Local Roads
USDA Natural Resources Web Soil Survey 6/20/2012
.� Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map -Cherokee County, North Carolina
ANDREWS SOILS
Map Unit Legend
Cherokee County, North Carolina (NC039)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BfD2
Braddock cobbly clay loam, 15 to 30 percent slopes,
0.4
0.1 %
moderately eroded
BnC
Braddock -Urban land complex, 2 to 15 percent
71.5
15.0%
slopes
CwA
Cullowhee fine sandy loam, 0 to 3 percent slopes,
21.7
4.5%
occasionally flooded
DrB
Dillard loam, 1 to 5 percent slopes, rarely flooded
9.0
1.9%
EaA
Ela silt loam, 0 to 2 percent slopes, occasionally
0.4
0.1 %
flooded
JtD
Junaluska-Tsali complex, 15 to 30 percent slopes
6.9
1.4%
JtE
Junaluska-Tsali complex, 30 to 50 percent slopes
17.4
3.6%
JtF
Junaluska-Tsali complex, 50 to 95 percent slopes
13.7
2.9%
LkD
Lonon-Northcove complex, 15 to 30 percent slopes,
6.7
1.4%
bouldery
LrC
Lonon-Northcove-Urban land complex, 2 to 15
13.1
2.7%
percent slopes, bouldery
NtE
Northcove-Lonon complex, 30 to 50 percent slopes,
2.6
0.5%
very bouldery
RdA
Reddies-Dellwood complex, 0 to 3 percent slopes,
1.4
0.3%
occasionally flooded
RnA
Reddies-Dellwood-Urban land complex, 0 to 3
29.0
6.1 %
percent slopes, occasionally flooded
RUA
Rosman -Urban land complex, 0 to 3 percent slopes,
8.3
1.7%
occasionally flooded
SbE
Snowbird fine sandy loam, 30 to 50 percent slopes,
6.4
1.3%
stony
SUB
Statler-Urban land complex, 2 to 8 percent slopes,
153.0
32.0%
rarely flooded
UfB
Udorthents-Urban land complex, 0 to 5 percent
48.3
10.1%
slopes, rarely flooded
UrB
Udorthents-Urban land complex, 2 to 8 percent
68.0
14.2%
slopes
Totals for Area of Interest
478.1
100.0%
Natural Resources Web Soil Survey 6/20/2012
Conservation Service National Cooperative Soil Survey Page 3 of 3

ANDREWS
U.S. Fish r Wildlife
WETLANDS
National Wetlands Inventory
Jun 20, 2012
Wetlands
Freshwater Emergent
- Freshvater Forested/Shrub
- Estuarine. and Marine Deepwater
Estuarine and Marine
- Freshwater Pond
- Lake
- Rivorine
- Other
Status
® Digital
Scan
NonZigital
No Data
Itt
This map Is for general reference only. The US Fish and WIIdlIfe Servlce Is not
responsible for the accuracy or currentness of the bass data shown on this map. All
wetlands related data should be used In accordance with the layer matadata found on
the Wetlands Mapper web site.
User Remarks:

a
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Cherokee County, North Carolina
Updated: 09-22-2010
Common Name
Scientific name
Federal
Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Bog turtle
Clemmys muhlenbergii
T (S/A)
Current
Eastern small -footed bat
Myotis leibii
FSC
Current
Hellbender
Cryptobranchus alleganiensis
FSC
Current
Indiana bat
Myotis sodalis
E
Summer Habitat
Junaluska salamander
Eurycea junaluska
FSC
Current
Mountain blotched chub
Erimystax insignis eristigma
FSC
Obscure
Northern pine snake
Pituophis melanoleucus
FSC
Historic
melanoleucus
Olive darter
Percina squamata
FSC
Current
Rafinesque's big -eared bat
Corynorhinus rafinesquii
FSC
Historic
Seepage salamander
Desmognathus aeneus
FSC
Current
Sicklefin redhorse
Moxostoma sp. I
C
Current
Invertebrate:
Cumberland bean
Villosa trabalis
E
Current
(pearlymussel)
Diana fritillary (butterfly)
Speyeria diana
FSC
Current
Little -wing pearlymussel
Pegias fabula
E
Historic
Parrish crayfish
Cambarus parrishi
FSC
Current

Tan riffleshell
Epioblasma florentina walkeri E
Historic and Obscure
(=E. walkeri)
Tennessee clubshell
Pleurobema oviforme
FSC
Current
Tennessee heelsplitter
Lasmigona holstonia
FSC
Historic
a harvestman
Fumontana deprehendor
FSC
Current
knotty rocksnail
Elimia christyi
FSC
Current
Vascular Plant:
Mountain catchfly
Silene ovata
FSC
Current
Small whorled po onia
Isotria medeoloides
T
Current
White fringless orchid
Platanthera integrilabia
C
Historic
Nonvascular Plant:
a liverwort
Plagiochila sullivantii var.
FSC
Historic
sullivantii
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its
range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout
all or a significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient
information to support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC = federal species of concern. A species under consideration for listing, for which there is
insufficient information to support listing at this time. These species may or may not be listed in
the future, and many of these species were formerly recognized as "C2" candidate species.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity
of appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are
not biologically endangered or threatened and are not subject to Section 7 consultation. See
below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as
threatened species on public land, for consultation purposes, and as species proposed for listing
on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as
"PE" or "PT", respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered,
and removed (de -listed) from the Federal List of Threatened and Endangered wildlife. This
delisting took effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U.S.C. 668-668d) becomes the primary law protecting bald eagles. The Eagle
Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that

2010 Census Interactive Population Search
Page 1 of 14
-F--t! u e6- -7,
Map View: 2010 Census Interactive Population Map
2010 Census Interactive Population Search
NC - Cherokee County - Census Tract 9301 - Block Group 4
Total Population
Population
Housing Status
(in housing units unless noted )
1,462
Total
776a
i Occupied
621
Owner -occupied
490
Population in owner -occupied
1,123
( number of individuals )
Renter -occupied
131
I Population in renter -occupied
315
i ( number of individuals )
Households with individuals under 18
1741
Vacant
155
Vacant: for rent
271
Vacant: for sale
13
Population by Sex/Age
Male
691
Female
771
Under 18
317
18 & over
1,145
20 - 24
34
25 - 34
133
35 - 49
273
50 - 64
341
65 & over
336'.
Population by Ethnicity
Hispanic or Latino
58
Non Hispanic or Latino
1,404
Population by Race
White
African American
Asian
American Indian and Alaska Native
1,317
38
0
19
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) ?6/2012

APPENDIX D
FINANCIAL ANALYSIS

Table 6.2.1. Capital Costs
Main Street Sewer Improvements
Town of Andrews
Alternative:
Rehabilitation of Existing Sewer Line
Project Administration ($ :
$114,410
Component
Unit Costa
Unit
Quantity
Total Cost
Mobilization
$9,800
LS
1
$9,800
8" DIP Sanitary Sewer Line (Slip Line Construction)
$75
LF
1,400
$105,000
Point Repairs along Sewer Line Route
$45,000
LS
1
$45,000
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$7,000
Pre and Post Construction Video
$8
LF
1,400
$11,200
Rehabilitate Existing Manholes
$1,000
EA
12
$12,000
Sewer Service Connections
$5,000
EA
10
$50,000
ByPass Pumping
$30,000
LS
1
$30,000
Point Repair at Sinkhole
$3,500
LS
1
$3,500
Pavement Repair, Excluding Overaly
$36
LF
400
$14,400
Asphalt Milling
$10
LF
400
$4,000
Asphalt Surface Overlay
$20
SY
1,000
$20,000
Washed Stone
$10
LF
1,000
$10,000
Washed Stone Undercut
$10
LF
500
$5,000
Rock Excavation
$80
CY
100
$8,000
Select Backfill
$10
CY
100
$1,000
Unit costs are in today's dollars, not future dollars. Total Construction Cost:
Construction Contingency Cost:
Project Administration Cost:
Total Capital Cost:
$335,900
$33,590
$114,410
$483,900

Table 6.2.2. Replacement Costs (Years 1 to 5)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
1
2
3
4
5
Mobilization
$9,800
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line (Slip Line Constructio
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
LF
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0_
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
100
$0
$0
$0
$0
$0
Select Backfill
$10
CY
100
$0
$0
$0
$0
$0
Total Present Value of
Replacement Costs (Years 1 to 5):
$0
$0
$0
$0
$0

Table 6.2.3. Replacement Costs (Years 6 to 10)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
6
7
8
9
10
Mobilization
$9,800
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line (Slip Line Constructio
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
LF
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaay
$36
LF
400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
100
$0
$0
$0
$0
$0
Select Backfill
$10
CY
100
$0
$0
$0
$01
$0
Total Present Value of
Replacement
Costs (Years 6 to 10): 1
$0
$0
$0
$01
$0

Table 6.2.4. Replacement Costs (Years 11 to 15)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Lrrent Inflation Rate based on Construction Cost Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Mobilization
$9,800
LS
1
8" DIP Sanitary Sewer Line (Slip Line Construction)
$75
LF
1,40(
Point Repairs along Sewer Line Route
$45,000
LS
l
Install New Manhole on Existing 8" Sewer
$3,500
EA
Pre and Post Construction Video
$8
LF
1,40C
Rehabilitate Existing Manholes
$1,000
EA
12
Sewer Service Connections
$5,000
EA
1 C
ByPass Pumping
$30,000
LS
1
Point Repair at Sinkhole
$3,500
LS
1
Pavement Repair, Excluding Overaly
$36
LF
40C
Asphalt Milling
$10
LF
40C
Asphalt Surface Overlay
$20
SY
1,OOC
Washed Stone
$10
LF
1,OOC
Washed Stone Undercut
$10
LF
50C
Rock Excavation
$80
CY
IN
Select Backfill
$10
Cy
IN
Total Present Value of Replacement Costs (Years 11 to 15):
Present Value of Renlacement Costs
11
12
13
14
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0

Table 6.2.5. Replacement Costs (Years 16 to 20)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
rrent Inflation Rate based on Construction Cost Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
16
17
18
19
20
Mobilization
$9,800
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line (Slip Line Construction)
$75
LF
1,400
$0
$0
$0
$0
$0
Point Repairs along Sewer Line Route
$45,000
LS
1
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Pre and Post Construction Video
$8
LF
1,400
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
12
$0
$0
$0
$0
$0
Sewer Service Connections
$5,000
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$01
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
400
$0
$01
$0
$0
$0
Asphalt Milling
$10
LF
400
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
1,000
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
100
$0
$0
$0
$0
$0
Select Backfill
$10
CY
100
$0
$0
$0
$0
$0
Total Present Value of Replacment Costs (Years 16 to 20):1 $0 $0 $0 $0 $0
Total Present Value of Replacement Costs (Life of Project): 1 $0

Table 6.2.6. Present Value of Operations and Maintenance Costs (Years 1-10)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Complete the cells shown in gray below.
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
6
7
8
9
10
8" DIP Sanitary Sewer Line (Slip Line Construction)
$0.08
LF
1,400
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Total Present Value of Yearly O&M Expenses (Years 1-10):
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.7. Present Value of Operations and Maintenance Costs (Years 11-20)
Main Street Sewer Improvements
Town of Andrews
Rehabilitation of Existing Sewer Line
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
11
12
13
14
15
16
17
18
19
20
8" DIP Sanitary Sewer Line (Slip Line Construction)
0.08
LF
1,400
$90
$88
$86
$84
$83
$81
$79
$78
$76
$75
Total Present Value of Yearly O&M Expenses (Years 11-20):1 S901 S88 $86 $84 $831 S81 $79 $78 $761 S75
Total Present Value of Annual O&M Costs (Life of Project): 1 S1,821
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.9. Capital Costs
Main Street Sewer Improvements
Town of Andrews
Complete the areas shown in gray below. Where shown, use pulldown menu to select options. The spreadsheet will calculate the capital costs.
.Replacement of Existing Sewer Line
Project Administration ($):
$114,390
Component
Unit Costa
Unit
Quantity
Total Cost
Mobilization
$10,200
LS
1
$10,200
8" DIP Sanitary Sewer Line
$80
LF
1,400
$112,000
4' Diameter Manholes (Standard)
$2,000
EA
5
$10,000
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$7,000
Connect to Existing Manholes
$1,000
EA
3
$3,000
Rehabilitate Existing Manholes
$1,000
EA
7
$7,000
Sewer Service Connections
$,1200
EA
10
$12,000
ByPass Pumping
$30,000
LS
1
$30,000
Point Repair at Sinkhole
$3,500
LS
1
$3,500
Pavement Repair, Excluding Overaly
$36
LF
1,400
$50,400
Asphalt Milling
$10
LF
1,100
$11,000
Asphalt Surface Overlay
$20
SY
2,900
$58,000
Washed Stone
$10
LF
1,000
$10,000
Washed Stone Undercut
$10
LF
500
$5,000
Rock Excavation
$80
CY
200
$16,000
Select Backfill
TO
CY
200
$2,000
aUnit costs are in today's dollars, not future dollars. Total Construction Cost:
Construction Contingency Cost:
Project Administration Cost:
Total Capital Cost:
$347,100
$34,710
$114,390
$496,200

Table 6.2.10. Replacement Costs (Years 1 to 5)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Construction Cost Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
1
2
3
4
5
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
1 200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
1 200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 1 to 5):
$0
$0
$0
$01
$0

Table 6.2.11. Replacement Costs (Years 6 to 10)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate based on Construction Cost Index: 2.07% EPA
Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
6
7
8
9
10
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
B Pass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 6 to 10):
$0
$0
$0
$0
$0

Table 6.2.12. Replacement Costs (Years 11 to 15)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
ate based on Construction Cost Index: 2.07% EPA Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs
in Year:
11
12
13
14
15
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" S
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
CY
200
$0
$0
$0
$0
$0
Select Backfill
$10
CY
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 11 to 15):
$0
$0
$0
$0
$0

Table 6.2.12. Replacement Costs (Years 16 to 20)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Cost Index: 2.07% EPA
Discount Rate: 4.875%
Component
Unit Cost
Unit
Quantity
Present Value of Replacement Costs in Year:
16
17
18
19
20
Mobilization
$10,200
LS
1
$0
$0
$0
$0
$0
8" DIP Sanitary Sewer Line
$80
LF
1,400
$0
$0
$0
$0
$0
4' Diameter Manholes (Standard)
$2,000
EA
5
$0
$0
$0
$0
$0
Install New Manhole on Existing 8" Sewer
$3,500
EA
2
$0
$0
$0
$0
$0
Connect to Existing Manholes
$1,000
EA
3
$0
$0
$0
$0
$0
Rehabilitate Existing Manholes
$1,000
EA
7
$0
$0
$0
$0
$0
Sewer Service Connections
$,1200
EA
10
$0
$0
$0
$0
$0
ByPass Pumping
$30,000
LS
1
$0
$0
$0
$0
$0
Point Repair at Sinkhole
$3,500
LS
1
$0
$0
$0
$0
$0
Pavement Repair, Excluding Overaly
$36
LF
1,400
$0
$0
$0
$0
$0
Asphalt Milling
$10
LF
1,100
$0
$0
$0
$0
$0
Asphalt Surface Overlay
$20
SY
2,900
$0
$0
$0
$0
$0
Washed Stone
$10
LF
1,000
$0
$0
$0
$0
$0
Washed Stone Undercut
$10
LF
500
$0
$0
$0
$0
$0
Rock Excavation
$80
Cy
200
$0
$0
$0
$0
$0
Select Backfill
$10
Cy
200
$0
$0
$0
$0
$0
Total Present Value of Replacement Costs (Years 16 to 20): $0 $0 $0 $0 $0
Total Present Value of Replacement Costs (Life of Project): $0

Table 6.2.14. Present Value of Operations and Maintenance Costs (Years 1-10)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Complete the cells shown in gray below.
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
1
2
3
4
5
6
7
8
9
10
8" DIP Sanitary Sewer Line
$0.08
Ea
1,400
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Total Present Value of Yearly 0&M Expenses (Years 1-10): i
$110
$108
$105
$103
$101
$99
$97
$95
$93
$91
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

Table 6.2.15. Present Value of Operations and Maintenance Costs (Years 11-20)
Main Street Sewer Improvements
Town of Andrews
Replacement of Existing Sewer Line
Current Inflation Rate Based on Municipal Cost Index: 2.76% EPA Discount Rate: 4.875%
Present Value of O&M Costs for Year:
Component
Unit Cost
Unit
Quantity
11
12
13
14
15
16
17
18
19
20
8" DIP Sanitary Sewer Line
$0.08
Ea
1,400
$90
$88
$86
$84
$83
$81
$79
$78
$76
$75
Total Present Value of Yearly O&M Expenses (Years 11-20): $90 $88 $86 $84 $83 $81 $79 $78 $76 $75
Total Present Value of Annual O&M Costs (Life of Project): $1,821
Main Street Sewer Replacement Town of Andrews
McGill Associates, P.A. June 2012

6/29/2012
Present_Worth_Analysis_Rev_Apr2012.xls
Table 6.2.17. Total Present Worth for Feasible Alternatives
Main Street Sewer Improvements
Town of Andrews
Capital Costs
Replacement
Costs Present
Worth
O&M Costs Present Worth
Total Present
Worth
Annual
Intermittent
Total
Replacement of Existing Sewer Line
$496,200
$0
$1,821
$0
$1,821
$498,021
Rehabilitation of Existing Sewer
Line
$483,900
$0
$1,821
$0
$1,821
$485,721
0
$0
$0
$0
$0
$0
$0
0
$0
$0
$0
$0
$0
$0
0
$0
$0
$0
$0
$0
$0
0
$0
$0
$0
$0
$0
$0
Present_Worth_Analysis_Rev_Apr2012.x1s Page 1 of 1

K&L'Ar
�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
July 2, 2012
MEMORANDUM
TO: 6-l'=I laau. nor J,, Su aye 4ater, Pr tectiozi S tp ms�'orm
andon Davidson, Aquifer Protection Supervisor
DWQ Asheville Regional Office
FROM: Jessica S. Leggettt
Review Engineer
Facilities Evaluation Unit
Infrastructure Finance Section
SUBJECT: Town of Andrews
Main Street Sewer Line Improvements
Project No. CS370537-02
One copy of the subject Town of Andrews Main Street Sewer Line Improvements Engineering
Report is attached for the Asheville Regional Office's technical review and comment. The
Regional Office's technical input concerning this project, based on the Region's knowledge of
the Town's collection system, will be greatly appreciated. Please keep this copy of the report for
your files and return your comments to this office by July 16, 2012. If comments regarding the
subject engineering report have not been received by this date, the Facilities Evaluation Unit will
assume no comments are forthcoming from the regional'office.
Thank you for your continued cooperation and responsiveness. If you have any questions, please
contact me at [phone] at your earliest convenience.
jsl: dr.
Attachment
cc: Jennifer Haynie, FEU Supervisor r
FEU/SRF I.
P
,
Infrastructure Finance Section M
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 ` �:,,• ,,,,, ; ;..- L _._.:_....,:.._,...., •._<,b .�w~'
Location: 8th Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604 One
NOPt11CarO1llla
(//�YJ
Phone: [phone] FAX: [phone] A ,,���LN����
Internet: www.ncwatergualitV.org
An Equal Opportunity 1 Affirmative Acton Employer

DNA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 2, 2012
MEMORANDUM
TO: Chuck Cranford, Surface Water Protection Supervisor
Landon' I�av��Aquifer Protection S<i� ery
DWQ Asheville Regional Office
FROM: Jessica S. Leggett
Review Engineer
Facilities Evaluation Unit
Infrastructure Finance Section
SUBJECT: Town of Andrews
Main Street Sewer Line Improvements
Project No. CS370537-02
Dee Freeman
Secretary
One copy of the subject Town of Andrews Main Street Sewer Line Improvements Engineering
Report is attached for the Asheville Regional Office's technical review and comment. The
Regional Office's technical input concerning this project, based on the Region's knowledge of
the Town's collection system, will be greatly appreciated. Please keep this copy of the report for
your files and return your comments to this office by July 16, 2012. If comments regarding the
subject engineering report have not been received by this date, the Facilities Evaluation Unit will
assume no comments are forthcoming from the regional office.
Thank you for your continued cooperation and responsiveness. If you have any questions, please
contact me at [phone] at your earliest convenience.
jsl: dr
r K-20E
Attachment
Ili 1 JUL - G 2u1,12 1
cc: Jennifer Haynie, FEU Supervisor
FEU/SRF
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 8th Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwatergualitv.org
An Equal opportunity 1 Affirmative Action Employer
i
WATER O?-'ALITY SECTION
ASH'EVILLE REGIONAL OFFICE
NorthCarolina
NCihmalim

c
, �!. EN
NorthCarolina Department/Environment• Natural Resources
Beverly Eaves Perdue
Governor
Mr. Bill Green, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Dear Mr. Green:
Division of Water Quality
Charles Wakild, P. E.
Director
July 2, 2012
Dee Freeman
Secretary
SUBJECT: Acknowledgement
Town of Andrews
Main Street Sewer Line
Improvements Engineering Report
Project No.: CS370537-02
I am writing to acknowledge receipt of the subject Town of Andrews Main Street Sewer
Line Improvements Engineering Report on July 2, 2012. The Facilities Evaluation Unit has
initiated the project review, and we will notify you and your engineer upon completion of our
review.
If you have any questions concerning this matter, please contact me at [phone].
jsl
cc: McGill Associates, P.A. — Randy Hintz, P.E.
Dr�VUif!� e Q.L " egionA�a rice
Mark Hubbard, P.E.
Jessica S. Leggett
FEU/SRF
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 8'h Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterouality.org
An Equal Opportunity 1 Affirmative Action Employer
Sincerely,
Ca"I Af#
Jessica S. Leggett, Review Engineer
Facilities Evaluation Unit
HSv
/71 7, OE
Y.oil ffi_Carolina.,
� �,ally

L 0 2 2012
Appendix B
SEPA Minor Construction Activities Checklist

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
This checklist is intended to assist in determining the type of Environmental Information Document (EID)
required and does not supplant the rules. The rules may cover unique activities that are not included in this
list. An. EID is required unless all exemptions specifically provided in the rules are met. Rule 15A NCAC 01C
.0408 may be skipped if Rule 15A NCAC 01C .0407 applies. Once the checklist indicates the need for a major
EID, there is no need to continue the checklist.
Description
1SA NCAC 01C .0407 — STANDARD MAINTENANCE OR REPAIR ACTIVITIESI,z
Is the project solely a standard maintenance or repair activities, if needed to ❑ Yes ® No
maintain the originally defined function of an existing project or facility (but
without expansion, increase in quantity, decrease in quality, use, or release of
hazardous waste), do not require the filing of environmental documents.
15A NCAC 01C .0408 — MINOR CONSTRUCTION ACTIVITIES
Construction and land disturbing activities must fall under both the general
minimum criteria(15A NCAC 01C .0408(1)) and the specific minimum criteria (15A
NCAC 01C .0408(2)) below
15A NCAC 01C.0408(1) — General Minimum Criteria
A. Is your project located in one of the 20 coastal counties?3
❑ Yes ® No
If NO, an ER/EID
is required. Go to
Question A.
IF YES, answer
A.1 and A.2. IF
NO, go to B.
' This section applies to routine maintenance only and is not for rehabilitation, replacement, or repair work for collection systems or wastewater treatment plants.
2 CWSRF funds may not be utilized for routine maintenance.
3 Coastal counties for North Carolina may be found at http://dcm2.enr.state.nc.us/cama counties.htm.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
1. Is project located more than 575 feet away from waters classified as High ❑ Yes ❑ No
Quality Waters (HQW) or impacts less than five acres located all or in part
within 575 feet of waters classified as HQW
2. Is project located outside of any Outstanding Resource Waters (ORW) ❑ Yes ❑ No
watershed or located outside of any area that requires specific
management actions to protect ORW waters as defined in 15A NCAC 02B
.0225
a. Does project impact less than five acres located in any ORW ❑ Yes. ❑ No
watershed or located in any area that requires specific management
actions to protect ORW waters as defined in 15A NCAC 02B .0225
B. Is your project located outside the twenty coastal counties?
® Yes ❑ No
1. Is project located more than 575 feet away from waters classified as High ® Yes ❑ No
Quality Waters (HQW) or impacts less than five acres located all or in part
within 575 feet of waters classified as HQW
2. Is project located outside of any Outstanding Resource Waters (ORW) ® Yes ❑ No
watershed or located outside of any area that requires specific
management actions to protect ORW waters as defined in 15A NCAC 02B
.0225?
a. Impacts less than five acres located in. any ORW watershed or ❑ Yes ❑ No
located in any area that requires specific management actions to
protect ORW waters as defined in 15A. NCAC 02B .0225
3. Is project located in Trout (Tr) waters watershed ® Yes ❑ No
IF YES, then go to
A.2. IF NO then a
maior ER/EID is
required.
IF YES, then go to
C. IF NO answer
A.2.a.
IF YES, then go to
C. IF NO, a major
ER EID is required
IF YES, answer
B.1.-B.3.
IF YES, then
answer 2. IF NO
then a maior
ER EID is required
IF YES, then go to
B.3. IF NO,
answer B.2.a.
IF YES, go to B.3.
IF NO, a maior
ER EID is required
IF YES,
answer B.3.a.
IF NO,'go to
C.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
a. Is the project located more than 25 feet from any Tr waters? ® Yes ❑ No
I. Does the project impacts less than five acres?
C. Channel disturbance and land disturbing activities associated with non -
compensatory stream restoration or stream enhancement
D. Does the project impact wetlands?
1. Will the project result in the loss Class WL wetlands (i.e., other classes of
wetlands are not provided an exemption under this item)
a. Is the loss of WL wetlands less than 1 acre?
E. Is the project a stream restoration or stream enhancement project?
❑ Yes ❑ No
❑ Yes ® No
❑ Yes ® No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ® No
IF YES, go to C.
IF NO, answer.
B.3.a.i.
IF YES, go to C. IF
NO, a major
ER EID is required
IF YES, then a
maior ER/EID is
required. IF NO,
go to D.
IF YES, answer
D.1. If NO, go to
E.
IF YES, answer
D.1.a. IF NO, go
to E.
IF YES, go to E. IF
NO, then a maior
ER EID is
required.
IF YES, go to A
under Specific
Minimum
Criteria. IF NO
answer E.1.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews - Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
1. Will the project result in channel disturbance of less than 500 linear feet ® Yes ❑ No
of perennial streams?
15A NCAC 01C .0408(2) — Specific Minimum Criteria
A. Is the project a wastewater treatment system?
❑ Yes ® No
1. Is the project a relocation of discharge points within the same river basin? ❑ Yes ❑ No ❑ N/A
IF YES, go to A
under Specific
Minimum
Criteria. IF NO,
then a major
ER EID is
required.
IF YES, answer
questions A.1.-
A.12. Check N/A
(not applicable)
where
appropriate. IF
NO, go to B.
IF YES, a minor
ER EID is required
by this specific
activity. Continue
to 2.
IF NO, a maior
ER EID is required
by this specific
activity.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
2. Is the project a new discharge facilities with a proposed permitted ❑ Yes ❑ No
expansion of less than 500,000 gallons per day and producing an instream
waste concentration of less than 33 percent during the 7-day 10-year low
flow conditions
❑ N/A
3. Is the project an expansion of an existing discharge facility of less than ❑ Yes ❑ No ❑ N/A
500,000 gallons per day additional flow?
4. Is the project a new surface irrigation, high rate infiltration, or subsurface ❑ Yes ❑ No ❑ N/A
wastewater system with a proposed permitted capacity not exceeding
100,000 gallons per day?
IF YES, a minor
ER EID is required
by this specific
activity. Go to-3.
IF NO, a major
ER EID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go to 4.
IF NO, a major
ER EID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go to 5.
IF NO, a maior
ER EID is required
by this specific
activity.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
5. Is the project a reclaimed water utilization system with reclaimed water ❑ Yes ❑ No ❑ N/A
utilization being the sole disposal option with a proposed permitted
capacity not exceeding 200,000 gallons per day?
6. Is the project a new reclaimed water utilization site with a proposed ❑ Yes ❑ No ❑ N/A
permitted capacity not to exceed 500,000 gallons per day when the
reclaimed water utilization system is required for compliance with any
other wastewater disposal permit?
7. Is the project a new reclaimed water utilization site with a proposed ❑ Yes ❑ No ❑ N/A
permitted capacity not to exceed 1,000,000 gallons per day when the
reclaimed water utilization system is not required for compliance with
any other wastewater disposal permit?
IF YES, a minor
ER EID is required
by this specific
activity. Go to 6.
IF NO, a maior
ER/Ell) is required
by this specific
activity.
IF YES, a minor
ER/Ell) is required
by this specific
activity. Go to 7.
IF NO, a maior
ER EID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go to 8.
IF NO, a maior
ER/Ell) is required
by this specific
activity.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews.— Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
8. Is the project consisting of installation of new reclaimed water utilization ❑ Yes ❑ No ❑ N/A
lines?
9. is the project a new permit or modification to an existing permit for land ❑ Yes ❑ No ❑ N/A
application of residuals utilization where less than 10 acres not previously
permitted is prior converted within three years or will be converted from
a non -plantation forested area to application area?
W. Is the project a new or expanded surface disposal site disposing of less, ❑ Yes ❑ No ❑ N/A
than 3,000 dry tones of residuals per year?
IF YES, a minor
ER AID is required
by this specific
activity. Go to 9.
IF NO, a maior
ER EID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go to 10.
IF NO, a maior
ER EID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go toll.
IF NO, a maior
ER EID is required
by this specific
activity.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation .
11. Is the project a gravity sewer extension with less than three miles of new ❑ Yes ❑ No ❑ N/A
lines or lines of less than 18 inches in diameter?
12. Is the project a new or expanding individual pump station and associated ❑ Yes ❑ No ❑ N/A
force main with a proposed permitted capacity of less than 1,750 gallons
per minute?
B. Is the project the construction of a minor source or modification of a minor ❑ Yes ❑ No ® N/A
source of air emissions as defined in 15A NCAC 02D .0530, that are less than 100
tons per year or 250 tons per year as defined therein.
IF YES, a minor
ER/Ell) is required
by this specific
activity. Go to 12.
IF NO, a major
ER EID is required
by this specific
activity.
IF YES, a minor
ER AID is required
by this specific
activity. Go to B.
IF NO, a maior
ER AID is required
by this specific
activity.
IF YES, a minor
ER EID is required
by this specific
activity. Go to C.
IF NO, a maior
ER EID is required
by this specific
activity.

Last Updated: 9/1/2011
SEPA Minor Construction Activities Checklist
Project Name:
Town of Andrews — Main Street Sewer Improvements
Owner Name:
Town of Andrews
Project Type(s):
Replacement and Rehabilitation
C. The construction, repair or removal of dams less than 25 feet in height and ❑ Yes ❑ No ® N/A
having less than 50acre-feet of effective storage capacity
D. Demolition of or additions, rehabilitation or renovations to a structure not ❑ Yes ❑ No ® N/A
listed in the National Register of Historic places or less than 50 years of age.
IF YES, a minor
ER EID is required
by this specific
activity. Go to D.
IF NO, a maior
ER EID is required
by this specific
activity.
IF YES, a minor
ER AID is required
by this specific
activity.
IF NO, a major
ER AID is required
by this specific
activity.

9.2012
14,
jut
02 2012
T, 92 lye
Appendix A
Engineering Report/Environmental Information Document Submittal
Checklist
E,
U),
1
1012 L
Ll 1 IUI 6
HEVILLE -0 'E

Vendor Details
13030 Special Purpose Rooms
13080 Sound, Vibration, and Seismic Control
13090 Radiation Protection
13100 Lightning Protection
13110 Cathodic Protection
13120 Pre -Engineered Structures
13170 Tubs and Pools
13175 Ice Rinks
13185 Kennels and Animal Shelters
13190 Site -Constructed Incinerators
13200 Storage Tanks
13220 Filter Underdrains and Media
13230 Digester Covers and Appurtenances
13240 Oxygenation Systems
13260 Sludge Conditioning Systems
13280 Hazardous Material Remediation
13400 Measurement and Control Instrumentation
13500 Recording Instrumentation
13550 Transportation Control Instrumentation
13600 Solar and Wind Energy Equipment
13700 Security Access and Surveillance
13800 Building Automation and Control
13850 Detection and Alarm
13900 Fire Suppression
14100 Dumbwaiters
14200 Elevators
14300 Escalators and Moving Walks
14400 Lifts
14500 Material Handling
14600 Hoists and Cranes
14700 Turntables
14800 Scaffolding
14900 Transportation
15050 Basic Mechanical Materials and Methods
15100 Building Services Piping
15200 Process Piping
15300 Fire Protection Piping
15400 Plumbing Fixtures and Equipment
15500 Heat -Generation Equipment
15600 Refrigeration Equipment
15700 Heating, Ventilating, and Air Conditioning Equipment
15800 Air Distribution
15900 HVAC Instrumentation and Controls
15950 Testing, Adjusting, and Balancing
16050 Basic Electrical Materials and Methods
16100 Wiring Methods
16200 Electrical Power
16300 Transmission and Distribution
16400 Low -Voltage Distribution
16500 Lighting
16700 Communications
16800 Sound and Video
Registered Commodities
https://www.ips. state.ne.uslips/vendorNendorSearchDetails. aspx?x=ehw5rmW%2bs5Gnz... 5/14/2012

�aI Checklist for Engineering Report/Environmental Information Document
(Original Submittal)
(Revised:6/29/2012) .
klist must accompany each submittal that you make to the Facilities Evaluation Unit (FEU). If your
does not include this checklist, then the project will be returned to you. Unless otherwise
, complete all sections.
Project Name:
Report Type: ® Engineering Report/Environmental Information Document ❑ Amendment
Check the box for the appropriate revision.
Number of Copies Submitted: ® 6 (DMCA, CE, or approval required) ❑ 19 (FONSI only)
❑ Other (EIS Only) Number (if other):
Owner Name:
Town of Andrews
Contact First Name: Contact Last Name: Contact Suffix: Contact Position:
Bill I Green Town Manager
Address 1: Address 2:
3 Wilson Street
City: State: Zip Code: Phone E-mail Address:
Number:
Andrews NC 28901 828-321-3113 [e-mail]
Firm Name:
Mcgill Associates
Contact First Name: Contact Last Name: Contact Suffix:
Randy Hintz
Address 1: Address 2:
55 Broad Street
City: State: Zip Code: Phone E-mail Address:
Number:
Asheville NC 28801 828-252-0575 Randv.hintzna.mcailleneineers.com
Did a separate firm draft the Environmental Information Document (EID). ❑ Yes ® No
If No, please skip this section and continue to Part E.
Firm Name:
Contact First Name: Contact Last Name: Contact Suffix:
Address 1: Address 2:
City: State: Zip Code: Phone E-mail Address:
Number:

ittal Checklist for Engineering Report/Environmental Information Document
(continued)
Project Description
Briefly describe the project.
s alternative proposes replacing approximately 1,400 linear feet of 4-inch and 6-inch VCP sewer line with
F-i=inch DIP sewer pipe with the replacement and rehabilitation of 12 manholes and a point repair of a sewer line
along Main Street where a sinkhole has formed. The replacement of this sewer line will aid in the protection
of water quality for these classified water supply sources and trout streams. Again, this proposed sewer line
replacements, will minimize the risk for sanitary sewer overflowsand therefore prevent further impairment of
the downstream waters. All of the environmental impacts are minimal and much less than no action. All
environmental impacts can be controlled with Best Management Practices.
Project Type (check all that apply).
❑
Decentralized Systems
❑
Spray Irrigation Expansion
®
Gravity Sewer Construction/Expansion/
❑
Stormwater Control
Rehabilitation
❑
Stream Restoration
❑
Pump Station/Force Main Construction/Expansion/
❑
Water Conservation
Rehabilitation
❑
WWTP Equipment Replacement/Upgrade
❑
Reclaimed Water System.
❑
WWTP Expansion
❑
Spray Irrigation Construction
❑
WWTP Construction
Countv: (List the County in which the project is located.):
Environmental Documentation
(Check the type of environmental document required.)
❑ CE (STAG Projects Only)
❑ Approval (SRL, SEL, SRG, Amen,
Broad
Cape Fear
Catawba
Chowan
French Broad
Hiwassee
Little Tennessee
Lumber
Neuse
DMCA (SRF Projects Only)
it, SSES proiects only)
River Basins
(Check all that apply)
❑
New
❑
Pasquotank
❑
Roanoke
❑
Savannah
❑
Tar -Pamlico
❑
Watauga
❑
White Oak
❑
Yadkin
❑ FONSI
❑ ROD
Watershed Impairment
® Yes ❑ No If you checked Yes, list the stream(s) impaired.
(Check if your project encompasses an area where impaired 1. Valley River
streams exist. 2.
3.
Does this project specifically address this impairment? 4 .
® Yes ❑ No

ittal Checklist for Engineering Report/Environmental Information Document
(continued)
ect Cost: $
Other Funding Source(s)
Fesi'deck all boxes related to the applicable funding sources for this project. Other CG&L sources may be checked if used.
each checked box, list the funding amount for each source.
®
CWSRF — Base Program '
$ 248,100
®
CWSRF — Principal Forgiveness
$ 248,100
❑
CWSRF — Green Project Reserve
$
❑
STAG
$
❑
SEL
$
❑
SRL
$
❑
Clean Water Management Trust Fund
$
❑
North Carolina Rural Center
$
❑
USDA Grant/Loan
$
❑
Bonds
$
❑
Local Funds
$
❑
Bank Loans
$
❑
Other (list):
$
H En`gmeerng Re;porf/Environmental Information'Docurnen#
Engineering Report
If your submittal is an ER/EID, complete this part only and sign in Part K. If. your submittal is not an ER/EID, skip to
Part 1. Check the boxes only after you have ensured that your Engineering Report contains the following. If parts are
missing, including a PE seal on the report, it will be returned without a review.
® PE Seal Future Situation
® Front Matter (Table of Contents, List of Figures, List ® Alternatives Descriptiont
of Tables, List of Appendices) ® Present Worth Analysis
® Executive Summary ® Alternatives Analysist
® Project Description ® Revenue and User Fee Analysis (if applicable)
® Current Situation ® Appendices
tUnder the currently available 2005 guidance the Alternatives Description and Alternatives Analysis are considered to be one under the heading
Alternatives Analysis.
Environmental Information Document
Check the boxes only after you have ensured that your Environmental Information Document contains the following. If
parts are missing, it will be returned without an environmental review.
® Existing Environment ® Environmental Justice
® Environmental Consequences ® Project Location Map
® Discussion of Secondary and Cumulative Impacts ® Appendices
® Mitigative Measures
1. Engineer-ing.Report Amendment
Complete this part only if you are submitting an ER amendment. Then sign Part K. Check the boxes only after you have
ensured that your Engineering Amendment contains the following. If parts are missing, it will be returned to you without
a review.
❑ PE Seal and signature
❑ Cost Effectiveness
❑ Summary, Conclusion and Recommendation
❑ User Fee Analysis
❑ Project Description
❑ Environmental Corridor
❑ Justification

additional information that the Facilities Information may need to be made aware of during reviews.
.adlines related to other funding.)
FEU, -,se Only
Received byRece�ued

Pal Checklist for Engineering Report/Environmental Information Document
(Revised Report Submittal)
(Revised: 6/29/2012)
must accompany each submittal of a revised Engineering Report/Environmental Information Document
to the Facilities Evaluation Unit (FEU). If your submittal does not include this checklist, then the project
d to you. Unless otherwise instructed, complete all sections.
A. Basic Inf6rrnation
Project Name:
Town of Andrews — Main Street Sewer Im
Revision: ❑ First ❑ Second ❑ Third ❑ Fourth
Number of Copies Submitted: ❑ 2 ❑ 3 ❑ Other I If Other, specify number of copies:
Engineering Report
If your submittal is an ER/EID, complete this part only and sign in Part E. If your submittal is not an ER/EID, skip to
Part C. Check the boxes only after you have ensured that your Engineering Report contains the following. If parts are
missing,. including a PE seal on the report, it will be returned without a review.
❑ PE Seal ❑ Future Situation
❑ Front Matter (Table of Contents, List of Figures, List ❑ Alternatives Descriptions
of Tables, List of Appendices) ❑ Present Worth Analysis
❑ Executive Summary ❑ Alternatives Analysiss
❑ Project Description ❑ Revenue and User Fee Analysis (if applicable)
❑ Current Situation ❑ Appendices
tUnder the currently available 2005 guidance the Alternatives Description and Alternatives Analysis are considered to be.one under the heading
Alternatives Analvsis.
Environmental Information Document
Check the boxes only after you have ensured that your Environmental Information Document contains the following. If
parts are missing, it will be returned without an environmental review.
❑ Project Description ❑ Mitigative Measures
❑ Purpose and Need ❑ Environmental Justice
❑ Existing Environment ❑ Project Location Map
❑ Environmental Consequences ❑ Appendices
❑ Discussion of Secondary and Cumulative Impacts
Complete this part only if you are submitting an ER amendment. Then sign Part E. Check the boxes only after you have
ensured that your Engineering Amendment contains the following. If parts are missing, it will be returned to you without
a review.
❑ PE Seal and signature ❑ Cost Effectiveness
❑ Summary, Conclusion and Recommendation ❑ User Fee Analysis
❑ Project Description ❑ Environmental Corridor
❑ Justification
(Provide any additional information that the Facilities Information may need to be made aware of during reviews.
ExamDle: Deadlines related to other fundina.)

I Checklist for Engineering Report/Environmental Information Document
For FEU. Use ®nly
ived:: Received;by:

.a
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
Mr. Bill Green, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Dear Mr. Green:
February 21, 2013
FEB 2 6 2013
Asi�ev11evRe�•�Ot onSecejon
�ronal Office
SUBJECT: Town of Andrews
Main Street Sewer Line Improvements
Approval of Plans and Specifications
Project No. CS370537-02
The review for completeness and adequacy of the project construction plans and specifications
has been concluded by the Infrastructure Finance Section of the North Carolina Division of
Water Quality. Therefore, said plan documents are hereby approved. Eligibility for Revolving
Loan funding is determined as follows:
Elijzible
Install approximately 1,400 linear feet of 8-inch gravity sewer; replace or rehabilitate
approximately 15 manholes; make one sinkhole point repair; removal and replacement of
pavement, roadways, driveways and curbs; and associated appurtenances necessary for the
installation of a complete system within and up to the existing right-of-way.
Non Eligible
Any installation of sewer service lateral outside the right-of-way; replacement of roadways,
driveways and curbs with materials other than their original state; paving of roadways in excess
of the excavated area.
Issuance of this approval letter does not imply availability of funding. Please note that the Clean
Water State Revolving Fund (CWSRF) program is priority based system which includes
adhering to a schedule for submittal of applications through contracting. Therefore, in order to
maintain assurance of funding -an Authoritv to Award must be obtained by December 2.
2013 and all contracts must be executed by January 2, 2014.
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 brie A
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 1 ®t't�1�at ®�111�
Phone: [phone] FAX: [phone] A
Intemet: ifs.nc.00v lVatmrall ®
An Equal Opportunity 1 Affirmative Action Employer

Mr. Bill Green, Town Manager
February 21, 2013
Page 2
If any of these milestones are not met, you must reapply if you wish to seek CWSRF funding for
this project. The CWSRF-program accepts applications twice per year and projects are funded
based -on pr or-ity,and,.awailabifity of funds. We encourage you to try to complete these
milAtones`�1 before the due!date to build in contingency time.
All encroachments,; -easements, ,agreements, and plan approvals must be obtained prior to
receiving;Authority to Award.
he ev,.,ent thavfdceived bids exceed the amount established through the funding offer, and local
is are. not adequate to award contract(s), it will be necessary to consider all alternatives
tiding redesign, re -advertising, and rebidding.
Neither the State nor Federal Government, nor any of its departments, agencies or employees is
or will be a party to the invitation to bids, addenda, any resulting contracts or contract
negotiations/changes.
If the Recipient does not maintain the court -sanctioned schedules which extended the compliance
date for complying with the final effluent limits established in the NPDES Permit, then project
costs incurred will not be eligible for Revolving Loan payments.
In accordance with the Federal Regulations, the Recipient is required to assure compliance with
the OSHA safety regulations on the subject project. In complying with this regulatory
responsibility, the Recipient should, by letter, invite the Bureau Chief, Education Training and.
Technical Assistance Unit, NC OSHA Division, 1101 Mail Service Center, Raleigh, NC 27699-
1101 at [phone], to participate in the Preconstruction Conference to assure that proper
emphasis is given on understanding and adhering to the OSHA regulations.
It is the responsibility of the Recipient and the Consulting Engineer to insure that the project plan
documents are in compliance with Amended N. C. G. S. 133-3 (ratified July 13, 1993). The
administrative review and approval of these plans and specifications, and any subsequent
addenda or change order, do not imply approval of a restrictive specification for bidding
purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted by
the Recipient such that adequate time is allowed for review/approval action by the State
and for subsequent bidder action prior to receipt of bids.
It is mandatory for project facilities to be constructed in accordance with the North Carolina
Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam Safety Act.
In addition, the specifications must clearly state what the contractors' responsibilities shall be in
complying with these Acts.

P
Mr. Bill Green, Town Manager
February 21, 2013
Page 3
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable project Permits from the State, including an Authorization to Construct and/or Non -
Discharge Permit.
While rejection of all bids is possible, such action may be taken only with prior State
concurrence, and only for good cause.
A goal of 8% of the contract price is established for Minority Business Enterprise (MBE)
participation in this project, and a goal of 5% of the contract price is established for Women's
Business Enterprise (WBE) participation in this project. The Recipient and Bidders shall make a
good -faith effort to assure that MBE's and WBE's are utilized, when possible, as sources of
goods and services. The good -faith effort must include the following affirmative steps: (a)
including small, minority, and women's businesses on solicitation lists; (b) assuring that small,
minority, and women's businesses are solicited whenever they are potential sources; (c) dividing
total requirements, when economically feasible, into small tasks or quantities to permit
maximum participation by small, minority, and women's businesses; (d) establishing delivery
schedules, and (e) using the services of the Small Business Administration and the Minority
Business Development Agency of the U.S. Department of Commerce. Please note that the
solicitation efforts should include documentable follow-up phone calls.
The Recipient shall comply with the provisions of 40 CFR, Part 7, Subpart C - Discrimination
Prohibited on the Basis of Handicap.
Attached is one (1) copy of the Project Bid Information which is to be completed within 21 days
after bids have been received, and submitted to the State for review. Upon review and approval
of this information, the State will authorize the Recipient to make the proposed award.
Do not proceed with construction until the Authority to Award package and the EEO and MBE
documentation/certification have been reviewed, and you are in receipt of our approval, if a _
CWSRF loan is desired for project construction.
Two (2) copies of any change order must be promptly submitted by the Recipient to the State. If
additional information is requested by the State, a response is required within two (2) weeks, or
the change order will be returned without further or final action.
One (1) set of the final approved plans and specifications will be forwarded to you. One (1) set
of plans and specifications identical to the approved set must be available at the project site at all
times.
Upon completion of the project construction, the Recipient shall submit a letter confirming that
the project has been constructed in accordance with the plans and specifications approved by the
State. "As -built" plans will need to be submitted with any changes clearly documented on the
plans if the above confirmation cannot be made.

Mr. Bill Green, Town Manager
February 21, 2013
Page 4
If there are any questions concerning this matter, please do not hesitate to contact Seth Robertson,
P.E. at [phone].
Sincerely,
Kim H. Colson, P.E., Section Chief
Infrastructure Finance Section
Attachment
fd: sr
cc: Mike Waresak, P.E., McGill Associates, Asheville, NC
T.egiora +,ffce7�
OSHA Bureau Chief, Wanda Lagoe
Francine Durso, P.E., IFS
CIG
SRF File

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
February 6, 2002
Honorable Mitch Rhmehardt, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
SUBJECT: Town of Andrews
Sanitary Sewer Improvements &
FEB 1 2 200?
Wastewater Treatment Plant Improvements
Approval of the Plans and Specifications
Project Number: E-SRG-T-99-0056
Dear Mayor Rhinehardt:
The review for completeness and adequacy of the project construction plans and
specifications has been concluded by the Construction Grants & Loans Section of the North
Carolina Division of Water Quality.
• Therefore, said plan documents including Addendum No. 1 to the Sanitary Sewer System
Improvements Project and Addendum Nos. 1 and 2 to the Wastewater Treatment Plant
Improvements Project are hereby approved with eligibility for State grant funding determined as
follows:
Elm
Modifications to the Town of Andrews' existing 3.75 MGD wastewater treatment plant
including the following: installation of a new mechanical screen, with 0.25-inch clear spaces and
a manual bar screen with 1-inch clear spaces; installation of a new influent pump station with
three submersible pumps at 1,500 gpm/pump; a new 60 ft diameter secondary clarifier;
modifications to the chlorine basin to provide dual disinfection path, sulfur dioxide diffuser;
addition of a new trickling filter recirculation rate control valve; repair of rotary distributors on
the existing two trickling filters; provision of a new sludge pump station with dual 222 GPM
submersible pumps; associated yard piping; electrical work and site work; abandonment of
existing headworks and bar screens; and removal of existing influent pump station, ultraviolet
basin with building, and existing sludge pump station.
The construction of approximately 115 linear feet of 8-inch gravity sewer, a 45-GPM
pump station with duplex submersible grinder pumps, on -site audible and visual high-water
alarms, approximately 76 linear feet of 6-inch force main, and 4,558 linear feet of 3-inch force
main serving the I.O.I. and O.M.C. lift stations.
instruction Grants and Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633
Mail Address vv W.nccgl.net g (g19) Customer Service
11% FAX (919) 715-e229 1 800 623-7748

The replacement of approximately 21,310 linear feet of gravity sewer to include 3,69
linear feet of 18" PVC sewer line, 868 linear feet of 16" PVC sewer line, 5,486 linear feet of
15" PVC sewer line, 5,8801inear feet of 12" PVC sewer line, 2,349 linear feet of 10" PVC stwci
line, 2,597 linear feet of 8" PVC sewer line, 440 linear feet of bore and jack steel encasement
piping, all associated manholes and connections; associated yard pipe; electrical work and site
work.
Issuance of this approval letter does not imply availability of funding. In the event that
received bids exceed the amount established through the funding offer, and local funds are not
adequate to award contract(s), it will be necessary to consider all alternatives including redesign,
re -advertising, and rebidding.
Neither the State nor Federal Government, nor any of their departments, agencies or
employees are or will be a party to the invitation to bids, addenda, any resulting contracts or
contract negotiations/changes.
In accordance with the Federal Regulations, the Recipient is required to assure
compliance with the OSHA safety regulations on the subject project. In complying with this
regulatory responsibility, the Recipient should, by letter, invite the Training Officer, Education
Training and Technical Assistance Unit, NC OSHA Division, 4 W. Edenton Street, Raleigh,
North Carolina 27601 (telephone [phone]), to participate in the Preconstruction
Conference to assure that proper emphasis is given on understanding and adhering to the OSHA
regulations. 0
It is the responsibility of the Recipient and the Consulting Engineer to ensure that the
project plan documents are in compliance with Amended N. C. G. S. 133-3 (ratified
July 13, 1993). The administrative review and approval of these plans and specifications, and
any subsequent addenda or change order, does not imply approval of a restrictive specification
for bidding purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted
by the Recipient such that adequate time is allowed for review/approval action by the State, and
for subsequent bidder action prior to receipt of bids.
It is mandatory for project facilities to be constructed in accordance with the North
Carolina Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam
Safety Act. In addition, the specifications must clearly state what the contractors' responsibilities
shall be in complying with these Acts.
While rejection of all bids is possible, such action may be taken only with prior State
concurrence, and only for good cause.
The Recipient will comply with the utilization of minority businesses in accordance with
GS 143-128. 0

Attached is a form (Part B) which is to be completed within 21 days after bids have been
1, and submitted to the State for review. It must be accompanied by the documents
;d on the form. Upon review and approval of this information, the State will authorize the
nt to make the proposed award.
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable project permits from the State, including an Authorization to Construct, and/or a
Non -Discharge Permit.
Two (2) copies of any change order must be promptly submitted by the Recipient to the
State. If additional information is requested by the State, a response is required within two (2)
weeks, or the change order will be returned without further or final action.
One (1) set of the final approved plans and specifications will be forwarded to you. One
(1) set of plans and specifications identical to the approved set must be available at the project
site at all times.
Upon completion of the project construction, the Recipient shall submit a letter
confirming that the project has been constructed in accordance with the plans and specifications
approved by the State. "As -built" plans will need to be submitted with any changes color -coded
on the plans if the above confirmation cannot be made.
If there are any questions concerning this matter, please do not hesitate to contact Mr.
fe Cecil G. Madden, Jr., P.E. at [phone].
Sincere,
/JohrnR. Blowe, P. :; Chief
ction Grants & Loans Section
Attachment
SM:dr
cc: McGill Associates (Mike Waresak, P.E.)
q4 L.s al1'eX1F J'e l c7 1 +.
Amy Simes, P.E.
Daniel Blaisdell, P.E.
Valerie Lancaster
Don Evans
Salam Murtada, P.E.
OSHA Training Officer, Les Kafel
CIU, DMU, SRG

���► - '- I iI''ii
' 2 4 2012
NC®ENR s�P �r
North Carolina Department of Environment and Natural Reso lyi rces
Division of Water Quality V-,.
__...--Dee Freeman
. .., waves Perdue Charles Wakiltl, P. E. i - n
Governor Director Sedretary
September 17, 2012
Mr. Bill Green, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
SUBJECT: Engineering Report Approval
Town of Andrews Main Street Sewer Line
Improvements Engineering Report .
Project No.: CS370537-02
Dear Mr. Green:
The Infrastructure Finance Section of the Division of Water Quality has completed its
review of the subject Town of Andrews Main Street Sewer Line Improvements Engineering
Report. The proposed project includes (1) approximately 200 linear feet (l.f.) of 4-inch sewer
line replacement along Main Street with 8-inch gravity sewer; (2) approximately 45011 of
6-inch sewer line replacement along Main Street with 8-inch gravity sewer; (3) rehabilitation of
approximately seven manholes along Main Street; (4) replacement of approximately three
manholes along Main Street; (5) one sink hole point repair on existing sewer line along Main
Street; (6) approximately 7501.f. of 8-inch sewer line replacement along Laurel Street; and
(7) replacement of approximately five manholes along Laurel Street.
The subject Town of Andrews Main Street Sewer Line Improvements Engineering
Report is hereby approved.
In accordance with G.S. 120-157.1 through 157.9, enacted on June 24, 2011, local
government units with projects that require debt to be issued greater than $1,000,000 that must
go before the Local Government Commission must submit a letter to Committee Chairs,
Committee Assistant, and the Fiscal Research Division of the General Assembly at least 45 days
prior to presentation before the Local Government Commission. You are responsible for
submitting this letter. Additionally, a copy should be submitted to Mark Hubbard of the Project
Management Branch upon receipt of this approval letter.
Please note that the milestones below must be met to maintain assurance of funding under
the Clean Water State Revolving Fund (CWSRF). In the event that any of these milestones are
not met, you must reapply under the new, competitive priority system if you wish to seek
CWSRF funding for this project. We will be accepting applications twice per year, and projects
will be funded based on priority and availability of funds.
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 81h FloorArchdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604 RT
Phone: [phone] FAX: [phone] �1 ol'thCarolina
Internet: www.ncvvatergualitv.org atpanall1®
An Equal Opportunity l Affirmative Action Employer �/ Y 8 b8 lid [ d 8 f�

Mr. Bill Green, Town Manager
September 17, 2012
Page 2 of 2
Plans and Specifications (P&S) must be submitted by:
June 3, 2013
Permitting and P&S approval must be completed by:
September 2, 2013
IFS's Authority to Award must be obtained by:
December 2, 2013
Construction contract(s) must be executed by:
I January 2, 2014
If you have any questions concerning this matter, please contact Jessica Leggett of our
staff at [phone].
Sincerely,
Kim H. Colson, P.E., Chief
Infrastructure Finance Section
j sl
cc: McGill Associates, P.A. — Randy Hintz, P.E.
D��TiQQ�t'.T�s�-� ievi�lle�Region Off ce
Jennifer M. Haynie, FEU Supervisor
Mark Hubbard, P.E., PMB Chief
Jessica S. Leggett
Susan C. Kubacki
FEU/SRF

Determination of Minor Construction Activity
North Carolina Division of Water Quality
Infrastructure Finance Section
Project Applicant: Town of Andrews
Date: September 17, 2012
Project Number: CS370537-02
Estimated Project Cost: $506,124
Estimated Funding Amount: $496,200
Project Description: The proposed project will rehabilitate and replace deteriorating sections of
the sanitary sewer distribution system. The project consists of (1) replacement of approximately
200 linear feet (l.f.) of 4-inch sewer line replacement along Main Street with 8-inch gravity
sewer; (2) replacement of approximately 45011 of 6-inch sewer with 8-inch gravity sewer along
Main Street; (3) rehabilitation of approximately seven manholes along Main Street;
(4) replacement of approximately three manholes along Main Street; (5) one sink hole point
repair on existing sewer line along Main Street; (6) replacement of approximately 7501.f. of
8-inch sewer line replacement along Laurel Street; and (7) replacement of approximately five
manholes along Laurel Street.
The above named applicant intends to apply for assistance from the State Revolving Fund
program to construct the wastewater facilities described above. The North Carolina Division of
Water Quality (DWQ) has conducted a review of the project in accordance with the procedures
(NCAC 15A Subchapter 1C) for conformance with the North Carolina Environmental Policy
Act. The DWQ has determined that this project is below the minor construction activities
threshold outlined in 15A NCAC 01C .0408; therefore, the project is exempt from inter -agency
review, and the preparation of additional environmental documents is not required.
This determination shall become effective upon its distribution by DWQ and will be available on
the DWQ Infrastructure Finance Section's website
(http://portal.nodenr.org/web/wq/ifs/er/fonsis). This determination can be revoked at any time
adverse information is made available. The documentation to support this decision will be on
file with the North Carolina Department of Environment and Natural Resources, Division of
Water Quality, Infrastructure Finance Section, and is available for public scrutiny upon request.

Comments concerning this decision may be addressed to Ms. Jennifer Haynie, Facilities
Evaluation Unit, Infrastructure Finance Section, Division of Water Quality, 1633 Mail
Service Center, Raleigh, North Carolina 27699, or she can be reached by phone at
[phone]. r
Sincerely,
- 7 ze
Kim H. Colson, P.E., Chief .
Infrastructure Finance Section
Division of Water Quality
a

MCDENR
North Carolina Department of Environment and Natural Resources
FV Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
August 30, 2012
Mr. Bill Green, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
SUBJECT: Review Comments
Town of Andrews
Main Street Sewer Line
Improvements Engineering
Report revised August 2012
Project No.: CS370537-02
Dear Mr. Green:
The Infrastructure Finance Section has completed its technical and environmental review
of the subject Town of Andrews Main Street Sewer Line Improvements Engineering Report
revised August 2012. A copy of the comments resulting from this review is attached for your
reference. These comments are also being sent directly to your consulting engineer, McGill
Associates, P.A., by copy of this letter. A revised engineering report that incorporates
responses to these comments should be submitted for our review and approval and must be
re -submitted by September 7, 2012. Failure to submit by this date may result in loss of
funding. Providing thorough and complete responses to these review comments in a timely
manner is necessary to avoid delays of the project approval.
Fri—
LSFP — 6 2012 I �%
U I L.ITY SECTION
W/1TER C
Infrastructure Finance Section �� .\p; ; r ,'n° ^,•L OFFICE
1633 Mail Service Center, Raleigh, No b.Ga�oliria 27699=16
Location: 81h Floor Archdale Building, 5.12 N. S.aliAbOy'.4 Raleigh, North''Carolina 27604
Phone: [phone] FAX: 947715=6229
Internet: www.ncwaterouality.oro
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina

Mr.. Bill Green, Town Manager
August 30, 2012
Page 2 of 2
If you have any questions concerning environmental issues for this matter, please contact
Susan Kubacki of our staff at [phone]. If you have any questions concerning the
technical review issues, please contact Jessica Leggett at [phone]. You may also contact
me at [phone].
j sl: dr
Sincerely,
Jennifer M. Haynie, Supervisor
Facilities Evaluation Unit
Attachment (all cc's)
cc: McGill Associates, P.A. — Randy Hintz, P.E.
AN • ..�-170 w;ifl'e�Iie�,iataa
Mark Hubbard, P.E., Assistant Chief
Jessica S. Leggett
Susan C. Kubacki
FEU/SRF

Technical Review Comments
Town of Andrews
Main Street Sewer Line Improvements
Engineering Report — Revised August 2012
Project Number: CS370537-02
August 30, 2012
Note: Please provide a response to all comments on a "comment for comment" basis.
Where appropriate, add or revise narrative in the text of the Preliminary Engineering
Report (Report) that addresses the issues discussed in the comments. In addition, the
comments and responses may be included as a part of the Report (e.g. in an Appendix).
A copy of the guidelines for the preparation of engineering reports (ER) can be found at:
http://Vortal.ncdeiir.org/web/wq/if,s/er/guidalice.
I) General Comments
1) Throughout the ER, there are different numbers regarding the linear footage of 6-
inch sewer line replacement. For example, the Executive Summary states 650
linear feet (l.f.) while Section 2 states 4501.f. Differences are also in other locations
of the ER. Ensure that these numbers match throughout the ER.
2) Throughout the ER, the one point repair of existing sewer line (sink hole) is stated
to be in different locations. For example, the Executive Summary states the point
repair is on Laurel Street while Section 2 states it is on Main Street. Differences are
also in other locations of the ER. Ensure that these numbers match throughout the
ER.
II) Section 1 - Executive Summary
1) Information related to the project's interest rate is missing from the Executive
Summary. Per Section 2.2.2 of the guidance, provide the amount of each source of
funding as well as the interest rate (include principal forgiveness as well) of the
SRF loan.
2) The Executive Summary indicates a user rate increase of $0.26 would be required
to repay the loan which would raise the monthly rate to $56.43. In Section 8, Table
8.6 indicates that the Town of Andrews Manager indicated that repayment would be
made from the water and sewer fund with rate increases as necessary. Please
include this information in the Executive Summary.
III) Section 2.0 Project Description: Table 2.1: In the second paragraph of this section, the
number of manholes being rehabilitated and/or replaced on Laurel Street is not included.
Please include the number of manholes being rehabilitated.and replaced for Laurel Street.
Page 1 of 2

IV) Section 6.0 Alternative Analysis: Table 6.1.3 Alternatives Description: Alternative 3
1) The number of manholes being replaced and rehabilitated along Laurel Street is not
included in the Description section of the table. Please include the number of
manholes being replaced as well as rehabilitated.
2) In the Rationale section of the table, the work completed on Laurel Street is not
referenced or included. Please include a discussion regarding the replacement and
manhole rehabilitation and replacement occurring on Laurel Street.
3) Include; in the Rationale section of the table, a statement saying the 4-inch diameter
and 6-inch diameter pipes are being replaced with 8-inch diameter pipes in order to
comply with State Design Criteria. Also include a statement that says the 8-inch
sewer line replacement will be replaced with 8-inch pipe, confirming a like -for -like
replacement.
Page 2 of 2

Environmental Review Comments
Environmental Information Document for the
Main Street Sewer Line Improvements
Revised August 2012
Andrews, NC .
Project -No.: CS370537-02
August 30, 2012
1. Table 7.10 Wildlife and Natural Vel4etation
1. Sickelfin Redhorse is a fish. Move this species to Table 7.9 Shellfish, Fish, and Their
Habitats.
2. The discussion of impacts to T&E species only addresses the Indiana bat. Expand the
discussion of impacts to explain why the additional T&E species that were added to the
table in the revised report will not be impacted. Include information about the location
of T&E species in relation to the project area and/or mitigative measures that will be
used to avoid impacts.
Page 1 of 1

CDEH
North Carolina Department of Environment and Natural Resources
Division of Water Quality>�Wbbf,�E.r�t��
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director p�
I; r
' AUG - 3 2012
August 1, 2012
Mr. Bill Green, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Dear Mr. Green:
WATER O�ALITY SECTION
�... nn o.l_ OFFK
:�,3+.'rc'�'�^.^;,trsc;�:k<+ab'::_Js�«je..?s.i• 1-.
'�. _ -- • ,ram,
SUBJECT: Review Comments
Town of Andrews
Main Street Sewer Line
Improvements Engineering Report
Project No.: CS370537-02
The Infrastructure Finance Section has completed its technical and environmental review
of the subject Town of Andrews Main Street Sewer Line Improvements Engineering Report. A
copy of the comments resulting from this review is attached for your reference. These comments
are also being sent directly to your consulting engineer, McGill Associates, P.A., by copy of this
letter. A revised engineering report that incorporates responses to these comments should
be submitted for our review and approval and must be re -submitted by September 4, 2012.
Failure to submit by this date may result in loss of funding. Providing thorough and
complete responses to these review comments in a timely manner is necessary to avoid delays of
the project approval.
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 8th Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterauality.orp
An Equal O000rtunity 1 Affirmative Action Emolover
No thCarolina
Nawrally

Mr. Bill Green, Town Manager
August 1, 2012
Page 2 of 2
If you have any questions concerning environmental issues for this matter, please contact
Susan Kubacki of our staff at (919).707-9181.. If you have any questions concerning the
technical review issues, please contact Jessica Leggett at [phone]. You may also .contact
me at [phone].
•_u Sincerely,
Jennifer M. Haynie, Supervisor
Facilities Evaluation Unit
jsl:dr
Attachment (all cc's)
cc: McGill Associates, P.A. — Randy Hintz, P.E.
IJr �WiQ .�s1�.� ��lile I�e�i€�n O'�,ficc
Mark Hubbard, P.E., Assistant Chief
Jessica S. Leggett
Susan C. Kubacki
FEU/SRF

Technical Review Comments
Town of Andrews
Main Street Sewer Line Improvements
Engineering Report July 2012
Project Number: CS370537-02
August 1, 2012
Note: Please provide a response to all comments on a "comment for comment" basis.
Where appropriate, add or revise narrative in the text of the Preliminary Engineering
Report (Report) that addresses the issues discussed in the comments. In addition, the
comments and responses may be included as a part of the Report (e.g. in an Appendix).
A copy of the guidelines for the preparation of engineering reports (ER) can be found at:
ht!p://-portal.ncdei-ir.org/web/wq/if,s/er/guidaiic
I) General Comments: Throughout the ER, there are different numbers regarding manhole
rehabilitation and replacement. Ensure that these numbers match throughout the entire ER.
II) Section 1 - Executive Summary
1) The second paragraph, approximately ten lines down states, "The existing 4-inch
and —inch VCP sewer line along Main Street..." It appears a sewer line size was
left out of the ER. Please specify the pipe size.
2) When describing the replacement. of 4-inch and 6-inch sewer line being replaced
with 8-inch sewer line, it is unclear the approximate amount of 4-inch sewer line in
the proposed project as well as 6-inch sewer line in the proposed project. Please
provide the approximate amounts for each, as well as the amount of pipe (sections)
being replaced on Laurel Street in the Executive Summary and throughout the rest
of the ER when describing the project.
3) Information related to the project's funding and funding source(s) is missing. Per
Section 2.2.2 of the guidance, provide information about how the project will be
funded. Include the total project cost, sources of funding and the amount of funding
from each source.
4) Discuss how the proposed project will impact user fees. Include the current user fee
as well as the proposed user fee that will show the amount the user fee will increase.
III) Section 2.0 Project Description: Table 2.1: When describing the replacement of 4-inch
and 6-inch sewer line being replaced with 8-inch sewer line, it is unclear the approximate
amount of 4-inch sewer line in the proposed project as well as 6-inch sewer line in the
proposed project. It is also unclear of the amount of 8-inch sewer line being replaced along
Laurel Street and if there is more than one location along Laurel Street. Please provide the
Page 1 of 3

approximate amounts for each, as well as the amount of pipe (sections) being replace,
Laurel Street in this section.
IV) Section 3.0 Current Situation
1) Table 3.2.2 — Pump Station Description: No pump stations are listed in the table.
Per Section 6.4.2 of the guidance, provide a description of the pump station(s) in the
sewershed where the project will occur. If no pump stations are located in the
sewershed, please state as such under the table.
2) Table 3.3.1 — Collection System Issue Description: The table does not state the
method used to determine the collection system condition. Per Section 6.4.3 of the
guidance, describe the method used to ascertain the condition of the collection
system to be rehabilitated or replaced (i.e. smoke testing, CCTV, direct observation,
alarms).
3) Table 3.3.4 — Summary of Work Accomplished with the SSES: Though Tables
3.3.5 and 3.3.6 were included with information, no information was provided in
Table 3.3.4. In Table 3.3.4, please supply a summary of the work accomplished with
the SSES and include the referenced SSES in an appendix.
4) Table 3.3.7 — General WWTP Condition: It appears the NOV dated February 24,
2011 is not included in the ER. Per Section 6.4.3 of the guidance, provide
documentation of any NOVs within the past five years in an appendix of the ER.
V) Section 6.0 Alternative Analysis
1) Table 6.1.1 Alternatives Description: No — Action Alternative
a) The Description cell does not contain information as to what would happen if
this alternative were implemented. Please provide a brief summary of the
consequences of implementing this alternative.
b) Rationale for Acceptance/Rejection is missing for this alternative. Per Section
6.7.1 of the guidance, for all alternatives, provide a discussion regarding why
the alternative was accepted or rejected, including environmental impacts.
2) Table 6.1.2 Alternatives Description: Alternative 2: Please provide more
information regarding the estimated amount of pipe being sliplined. Provide
estimates for the 4-inch and 6-inch along Main Street as well as the 8-inch along
Laurel Street. This information will assist in the comparison of this alternative to
the other alternatives.
3) Table 6.1.3 Alternatives Description: Alternative 3: When describing the
replacement of 4-inch and 6-inch sewer line being replaced with 8-inch sewer line,
it is unclear the approximate amount of 4-inch sewer line in the proposed project as
well as 6-inch sewer line in the proposed project. It is also unclear of the amount of
8-inch sewer line being replaced along Laurel Street (and if there is more than one
Page 2 of 3

location along Laurel Street). Please provide the approximate amounts for each, as
well as the amount of pipe (sections) being replaced on Laurel Street in this section.
VI) Section 8 Financial Analysis: Table 8.2 Fundinlz Distribution: Due to changes in the
Intended Use Plan, the Infrastructure Finance Section is now able to offer zero percent
interest rates for the balance of loans to Local Government Units who qualified for
principal forgiveness and are completing rehabilitation/replacement projects. Therefore,
change the interest rate for the balance of the loan from two percent to zero percent and
update subsequent tables to reflect this change.
VII) General Notes (no response needed)
1) A completed checklist must be submitted with the revised ER/EID. It can be found
at: http://portal.ncdenr.org_/web/wq/ifs/er/guidance.
2) Please note that approval of the ER does not constitute approval of sole source
procurement. Plans and specifications must comply with N. C. General Statutes
Chapter 133, Section 4, prior to their approval.
3) The owner and consulting engineer should be advised that after approval of the ER,
there are several construction project permits, approvals, certifications, etc. that
must be obtained before the project plans and specifications can be approved and
the project be advertised for bids. Therefore, it is strongly recommended that
preliminary work to obtain the following items, if applicable, begin as soon as
possible:
a) Sedimentation and Erosion Control Permit from the Division of Land Quality or
a letter from them stating that no permit is required for this project.
b) A reasonable subsurface investigation that must be made available to the
contractor. If it is not included in the specifications, the specifications must
advise where a copy of the report can be observed. Typically, Infrastructure
Finance (IFS) expects a boring about every 500 feet and at each road crossing
for linework, and at all major structures like pump stations, aeration basins, and
clarifiers.
Page 3 of 3

Environmental Review Comments
Environmental Information Document for the
Main Street Sewer Line Improvements
Andrews, NC
Project No.: CS370537-02
August 1, 2012
I. General: Secondary and cumulative impacts (SCI) are inadequately addressed in many of
the resource category tables. If SCI are not expected, briefly explain that position. Refer to
Section 11.1.2 of the guidance for additional information about SCI, as well as the SCI
subsection under each resource category throughout Section 11. Update the tables to
address SCI.
II. Table 6.1.1 Alternatives Description: The "No Action Alternative" does not include a
rationale for rejection. Revise the table to include an explanation of why the alternative
was rejected from an environmental point of view.
III. Table 7.2. Soils: Per Section 11.2.3.1, describe the characteristics of the dominant soil
types rather than simply naming them.
IV. Table 7.6 Wetlands and Streams: Under Existing Conditions, the box is checked to
indicate that streams are within the project area; however, no streams are visible on Figure
7.5. Either update the figure to show these streams or show them on the Environmental
Features Figure and provide the correct figure reference.
V. Table 7.9 Shellfish, Fish, and Their Habitats
1. It appears that only federally -listed threatened & endangered (T&E) species are
included in the table. Consult with Natural Heritage Program (NHP) to identify any
state -listed T&E species located within a 2 mile radius and update the table
accordingly.
2. Small whorled pogonia is a terrestrial plant. Move this species to Table 7.10 Wildlife
and Natural Vegetation and add location information.
3. Expand the discussion of shellfish and fish habitat to include a discussion of additional
species typically present in addition to trout.
4. Construction activities can potentially contribute to sedimentation and erosion in
nearby waters. Discuss this potential impact to aquatic life under construction impacts.
VI. Table 7.10 Wildlife and Natural Vegetation
1. Provide location information for the Indiana bat. Consult with NHP, if necessary, to
obtain additional information.
2. The existing environment must be discussed even if impacts are not anticipated. Per
Page 1 of 2

3.
Section 11.2.10.1 of the guidance, expand the discussion of wildlife and vegetatioi
include example species. typical in the project area.
Potential impacts to T&E species must be carefully considered and addressed. Expand
the discussion of impacts to explain why T&E species will not be impacted. Include
information about the location of T&E species in relation to the project area and/or
mitigative measures that will be used to avoid impacts.
VII. Table 7.13 Air Quality: The discussion for operational impacts actually addressed
construction impacts. Revise the table to clarify whether there will be any operational
impacts after construction is completed.
VIII. Table 7.17 Mitigative Measures
1. For several resources categories, this table includes potential impacts and mitigative
measures that are not discussed in the resource category tables. The Mitigative
Measures table must summarize and be consistent with the information presented in the
resource category tables. Revise this table or the mitigative measures tables for
accuracy and consistency. .
2. As information regarding impacts and mitigative measures may change in response to
the preceding comments, revise the table as needed to reflect any changes.
Page 2 of 2

r
Y
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Dear Mr. Brown:
BFILE COPY
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
June 11, 2008
Subject: Permit No. WQ0033090
Town of Andrews
Valley River RV Park
Phase I
Wastewater Collection System Extension
Cherokee County
In accordance with your application received on April 3, 2008 and additional information
received on May 8, 2008, we are forwarding herewith Permit No. WQ0033090, dated June 11, 2008
to the Town of Andrews 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 incorporated therein by reference. Please send Roy Davis a copy of the contractor's
"Notice -to Proceed" for this project.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T the -Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; 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
the North Carolina -licensed Professional Engineer named 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.
_ _......__....--___.-Asheville Regional Office Internet -www.ncwaterquality.-org-- -- _..._-_...._......._.
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone] No ehCarollliJn�a
DENR Customer Service Center Telephone [phone]a�llr�""✓
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Town of Andrews June 11, 2008
Pa(
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 Town of Andrews to construct and operate approximately 5,750 linear feet of 8-inc
diameter gravity sewer to serve the Valley River RV Park, Phase I, and the discharge of no addl
wastewater into the Town of Andrews's existing sewerage system, pursuant to the application received
on May 8, 2008 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Andrew's
Wastewater Treatment Facility (Permit No. NC0020800) prior to being discharged into the Valley River
in the Hiwassee River Basin.
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 Roy Davis at (828)
296-4500.
Si cerely,
for Coleen Sullins, Director
Division of Water Quality
cc: Cherokee County Building Inspector
T. Dean Haney, PE
Surface Water Protection Section Central Files
PERCS Files

P
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
VALLEY RIVER RV PARK, PHASE I
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT W00033090
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations .and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless and
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the.
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required; the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC'2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. .
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be. reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of.the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T.116; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through§143-215.6C.
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. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:
2

IF -
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form),.within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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 11th day of June, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director.
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033090

-�V.
Permit No W00033090 Town of Andrews Valley River RV Park Phase 1. Cherokee County June 11 20(
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: approximately 5,750 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville 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
I; , 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this'permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer 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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

ATION for G1 » f �,�_ STATIONS, AND FORCI d
�VI L , 3 3 �p
C E V - State of North Carolina
De
0PY
QG j De ment of Environment and Natural Resources
8 2008 APR — 3 2008 , Division of Water Quality
FAST -TRACK APPLICATION
TER QUALIT`( SECTEFICKSHE
w r�GRAVITY!I$fE�S, PUMP STATIONS, AND FORCE MAINS
S EVILLE REGIONAL OVILLE REGIONAL (F�ressu wers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking Elie `space"provided nett"to "each'"appfcable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
21. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
Ell. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
OEnvironmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE. SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 5714718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at http://h2o.enr.state. nc.u#en s/
FTA 02/03 - Rev. 3 04105

.TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner
11 a. Town of Andrews
Full Legal Name (company, municipality, HOA, utility, etc.)
Z— — ------ --- --
John R. Brown, Mayor
O;1b.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
[IIndividual ElFederal ® Municipality ❑State/County ❑ Private Partnership ® Corporation ❑ Other (specify):
i
0
d. PO Box 1210
1 e. Andrews
LL �1
Z
Mailing Address
I City
If. NC
11g. 28901
Z
State
Zip Code
11
h. 828-321-3113
11 i. 828-321- 4159 j1 j. i
QTelephone
Facsimile E-mail
()
112. Project (Facility) Information:
J 12a. Phase I Valley River RV Park Sewer Improvements 2b. Cherokee
a i Brief Project Name (permit will refer to this name) County Where Project is Located
CL
—
3. Contact Person:
Q3a. T. Dean Haney - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-683-9219 13c. [e-mail]
Phone Number i E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
�2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be:
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
i
❑ Public Utility (Instruction III)
Z { ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
® I ❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H ,3. Town of Andrews
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
14b
4a. Town of Andrews WWTP NC-0020800
o Name of WWTF 'o.
LL '5a. Town of Andrews
5b. 12"
® Gravity 5c. - W00032432
Z Owner of Downstream Sewer
Receiving �Se�-5 ze
W
-F rc-9, fat Pe�rnit- , mlie of Downstream Sewer (if known)
�—
6. The origin of this wastewater is (check aIklt at
I
I
® Residential Subdivision
I r 3Wash j
LV
0.
® Apartments/Condominiums
❑ Mobile Home Park
1 ❑ School
''
E
I i-
1In titutiOPIAY - 8 2008
Hos ital
Chinch
100 % Domestic/Commercial
w
`.= %Industrial
®Restaurant
®Office
r,E
(�;`
I Nurg Flor�FL S CTION
0tmgPo
} ° pthner (specify)
1._ —
?E var OFFIC r
L ,
1 7. Volume of wastewater to be allocated f r this particular project: 0 gallons per day,,^ � I
*Do not include previously permitti 11, cations I I,
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to thi-li_nj `_R C,, ;;� ,,TY SECTION
® Flow has already been allocated in Permit No. WQ0032432 I A�F'- I-r- RE .CN?_Ai_ OFFICE
I❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
j 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
II
NCAC 2H .0219(I)(3).
I
—
SEE ATTACHED WORKSHEET
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
I
8
5,750
Gravity
W �
--
Z_
0
ENTER TOTAL LINE LENGTH IN MILES
a 1.10
111. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
O I
Location ID
Power Reliability Option
(self chosen - as shown on
for cross-reference)
1 Design Flow
(MGD)
i Operational Point
GPM @ TDH
i (1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
Qplans
j
�
I
j
IL
Z
112.
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LV
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
i variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
I'
I
i
{
3 `
i13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings -General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
114. Does this project involve aerial lines or siphons? Check if yes:
These lines_will be conside[ed_high nrionty_and_must be_checked. once_every six.months
f15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification.
FTA 02/03 - Rev. 3 04/05

'ION for GRAVITY SEVERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and 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
Z regional office (see instructions for addresses) OR indicate the following:
® ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
V ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
i
LL. option for any pump station near a Class C down slope waterbody.
Location ID on Map
CO� (self chosen - as shown on
Name of
Waterbody Stream
Waterbody
1
4 ; map for cross-reference)
Waterbody
County
I River Basin_
Index !
Classification
V1
Valley River
Cherokee i
Hiwassee
1-52
i C-Trout
LIJ
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
'1.
Applicant's Certification:
11 JOHN R. BROWN attest that this application for Phase I Valley River RV
Park Sewer Improvements has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required supporting
documentation and attachments are not included, this application package is subject to being returned as
If
incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
�1a.
��✓ /� Z .% X 27 d 5r
g ng Official Signature — Date
2. Professional Engineer's Certification:
Z I
i attest that this application for Phase 1 Valley River RV Park Sewer Improvements has been reviewed by me and is
®
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
j
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
Q
I been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
('
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that i have reviewed this material and have judged it to be consistent with the proposed
LU
design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which
may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. T Dean Haney
�� m
j Professional Engineer Name
12b. T D Haney Consulting Engineers, PA
Engineering Firm
2
e�
2c. 69 Jenkins Valley Road
1
Mailing Address
o
12d. Alexander 2e. NC 2f. 28701
City State Zip
V"
2g. 828-683-9219 2h. 828-683-9219 2i. [e-mail]
Telephone Facsimile E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
1RAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
ATTACHMENT
C. PROJECT FLOW CALCULATIONS (PHASE 1)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A
NCAC 2H .02190) for
Item B(7) or the design flow for line or pump station
sizing if zero flow in the space
below. Values other than that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual
water or
wastewater use data in
accordance with 15A NCAC 2H .0219(1)(3).
V Park.
FACILITY TYPES
Commercial
Gallons/U
Average
Average
Average
Type Unit
No. Units
nit
Daily Flow
Daily Flow
Daily Flow
(gpd)m
m d
W 51te5
100
100
10,000
7
0.010
Clubhouse
250
20
5,000
3
0.005
ReAwrant 5eal s
125
40
5,000
3
0.005
Mote) Dooms
0
120
0
0
0.000
Commercial ( �m I ees)
25
25
625
0
0.001
MA -Family l3edroom
0
120
0
0
0.000
Total Daily
Flow
20,625
14
0.021

L
May 7, 2009
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Phase I
i
MAY — 8
IVI AY — 2I008
a 1 WATER G: W- LITY SECT
ASHEVILL
w'er Improvements
For Valley River RV -Park
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Edwards:
Please find enclosed, for your review, the following:
• One (1) original and one (1) copy of the executed Fast Track Application for
Gravity Sewers, Pump Stations and Force Mains.
• Two (2) copies of the location map.
• Two (2) copies of the Flow Tracking/Acceptance for Sewer Extension Permit
Applications.
• One check in the amount of $480.00.
This application package was originally submitted and returned due to the
omission of the Flow Tracking/Acceptance for Sewer Extension Permit Applications
form and an incorrect application fee. Design information for the down stream pump
station was not available. Pump capacity of the pump station was determined by a pump
run test.
Please Note: The estimated flow for this project is included in the previously
approved, US 74 Sewer System Improvements - Permit # WQ0032432. Therefore, the
flow request for Line 1. f. of the Flow Tracking/Acceptance for Sewer Extension Permit
Applications form is 0 mgd..
The project site is located approximately 1.0 miles west of the intersection of NC
141 and US 19/74/129 at Marble, in Cherokee County, and involves the construction of
approximately 5,750 linear feet of 8-inch gravity sewer line. The proposed sewer line will
be constructed of SDR 35 PVC pipe. The proposed sewer improvements will be the first
69 Jenkins Valley f oad Alexander, North Cardin 28701
[phone] phone/ FAX

phase of a project designed to serve a new RV park and a mixed use of commercial area.
The estimated average daily use for this phase of the project will be approximately
20,625 gpd. The proposed gravity sewer extension will connect to a 12-inch gravity
sewer line previously approved under Permit # WQ0032432.
If you have any questions, or require additional information, do not hesitate to
call.
Enclosures
cc: Bill Greene
Rick Jones
Sincerely,
T. D7y'-74:
Ct-ing Engineers, PA
%. /
T. Dean Haney, PE
04-105/re31 mar08

Review Date;.S
Reviewer: 'YY` 3
3lication entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request. must receive approval for the flow reduction from
the central office.
PRE -REVIEW
Does the application package appear to be generally -complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template., Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for s submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTI — Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
If
i nt is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been. completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypo1.htmI#DELEG.
SECTION B ermit Information
roject is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a -permit modification (i.e. "renew/modify application" and not
"create new project'). BIMS will pull the previous signing official and affiliations information.
Please hrough all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
private entity?.
Own (i.e. lease) units, lots, parcels, etc?
FAST -TRACK Application Review Procedures•2003, (Rev 2/06)

)
r t
Sell un►ts, lots, par Is; etc?
,Cert►ficate' o ubl►c. Convenience and. Necessity? 2H 020
s .'Required if t applicant is.a'. public utility. In lieu of a Certificate
Convenience d Necessity,. they may submit, approval from
North Carolina. *lities Commission's Public Staff that states that the utili
allowed to provide tility service in the subject project area. Note that the
project name on the pplication and on the CPCN must match. Contact the
NCUC Public Staff if estions arise. This is NOT REQUIRED for a
municipality or county! xamples of companies that would provide a CPCN
are Heater Utilities or Ca lina Water Service, etc.
Operational Agreement? 2H .02 (d)(2
o Operational Agreements are onl required if the applicant is not a public
entity (i.e. Town, County, etc.) or Nblic utility as designated by the North
Carolina Utilities Commission AND Ne lots being served by the collection
system are to be sold to individual ovNers.
♦ If the applicant is a developer, they Nust fill out the DEVELOPER
Operational Agreement (FORM: YEV 02/03). A developer may be
responsible for the system for an inter period until the homeowners
association is formed, at which time a ermit Name/Ownership Change
_ request (FORM: PNOCF 06/00) will be needed to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' asbociation (HOA), they must fill out
the ASSOCIATION Operational A9feement (FORM: HOA 02/03 The
HOA must be registered with the ecretary of State's office and must
provide a copy of the Associatio s' Bylaws and Articles of Incorporation.
These documents should be r iewed to ensure that all applicable
language regarding the colle ion system is included as is required by
the Operational Agreement
♦ The Operational Agreement hould be attached to the permit and
incorporated into the langu ge of the permit. Please note that Operational
Agreement language sho Id not be altered without approval from the
Attorney General's Off' . Operational Agreements are available at
htt ://h2o.enr.state.nc s/PERCS/ from the collection system applications
page.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit. �F"j�pw T&14CrvI A/ C-L Pa 4 )1\
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than -one year prior to the
receipt of the package..
♦ Ensure that the owner acceptedAhe entire volume of flow' listed': in- application.
FAST-TRACK.'Application Review.,Procedurb 2003 (Rev 2/06)

r'
oted. A flow'acceptance, letter is provided by the receiving WWTP owner but i
ream,sewer`owner, which. bath are differenffrom the: applicant' ;:Example;: private
in Knightdale:_;Both Khi htdale and Raleigh wou.ldr.need to;provide;a,flow�acceptance
as Knightdale will transport the wa tewater and Raleigh will treat the wastewater. -
Wastewater Indust or domesti nature?
♦ Most project will. be fo stewater that is domestic in nature, however; if Item B.6 indicates
that the waste is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment. Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0219(1)
s Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120.. gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100. lots are to be developed,
ensure that there are 100 lots, and not 1.50 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
Adequate in ation provided regarding the proposed gravity sewer and/or force main (if
ap able)?
ote 1: An Environ ental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter 5A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A p lic entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified no variance requ ted
Adequate information provided rega ing the proposed pump station(s) (if applicable)?
te: An Environmental Assessment ay be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C 0100). If there are any questions about whether an EA
may be required, discuss with your supervi r or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provid in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track P mitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generato /telemetry, permanent generator with
automatic transfer switch, wet well storage if near ss C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down s e water in order to use wet well
storage as a reliability option. Include the special condit in. the permit. You will need to
ask for storage calculations and the power outage data. No 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer' unsure. Note 3:. Ensure an
automatic transfer. switch.(ATS) is. specified, if a permanent (sta, by) generator is specified.
Check with the.engine'er if.,unsure.
Main Problems Noted: Failure .to specify appropriate or: applicable pow reliability option
:. 3..
FAST -TRACK Application Review Procedures 2003 (Rev 2/06).

rect designedin accordance with 15A NCAC2H .0200,..the Gravity
Criteria.arnd the Minimum Design Criteria forthe�Fast-Track Permitting:of'P
Force Mains, document. (as applicable)? NO will,be checked in Item, B(,12),of,the
forward one coov of the su000rtina documents to the Central Office for review: i
per it number, ownerand proiect name. The Central Office will review the variance re
if approvable specific language regarding the variance will be forwarded to the Regional Offic
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
S CT C — Watershed Classification
Color topographic map submitted?
ershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTIO —Applicant Certifications
Signing Official's signature? 2H .0206(b)
o Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
�Estamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H .0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
with active license in North Carolina? 2H .0205(d)(9)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's,Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to, this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
o If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is. preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application: Review Procedures 2003' (Rev 2/06)-

State of North Carolina
Department of Environment and Natural Resources
Division of Water -Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-10/07)
Project Applicant Name: T01,c7 o t:! A rAD12,jr5,V)S
Project Name for which flow is being requested: PN &se I 4 t t_Lkl ✓`��-
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Ot,J to 0 IF e6O S
b. WWTP Facility Permit #: 96, - 00 Z(2i3d0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
WWTP
o.601rl
"lo
H. Complete this section for each pump station you are responsible for along. the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
I A k I - 8 2008
M"" E OLIALITY SECTION
ASI C- LE R�CIONAL OFFICE
III. Certification Statement: -yr°
certify that, to the best of my knowledge, tlie'addition of the _... .
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
1' d above in Sections kand II for which I am the responsible party. Signature)of this fog} indicates
`ac2�ta c f Ewa e er flow. ,. , _,_ _ 1
Signing Official Signature k ` Date

I
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Dear Mr. Brown:
Michael F. Easley, Governor
E3FILE COPY William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 7, 2008
7002 0460 0001 9899 7538
Subject: Fast -Track Application Return
Town of Andrews
Valley River RV Park
Cherokee County
Attached herewith is the Fast -Track .Sewer Application which you submitted seeking "
permission to construct a, sewer system to serve the Valley River RV Park. The
application is being returned for the following reason:
(1) By Act of the North Carolina General Assembly, effective September. 1, 20071...
Fast -Track Permit processing fees were increased from $400 to. $480`'When
resubmitting the application please submit a single check.made out to the. North
Carolina Department of Environment and .Natural Resources in the amount of .
$480..:
(2) To be complete a Fast -Track Application must.include the attached Flow.,.
Tracking/Acceptance form...
look forward to receiving a completed application. Please do not hesitate to call me at
828/296-4659 should you wish to discuss this matter.
Sincerely,
Roy M. Davis
Environmental Engineer
cc: T. Dean Haney, PE
Application Return -Andrews -Valley River RV Park.08
Andrews Collection System
Cherokee County
NNo ehCarolina
aturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone]
Internet: www.ncwaterquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

1.
T.D. HANEY C®NSULTING ENGINEERS PA'
69 JENKINS VALLEY RD. PH. 828-683-9219
ALEXANDER, NC 28701
Y TO THE n % ri
liJ.a!s�►J'.ltAtil.Z�1���
HomeTrust Bank
ClYY a Savings • Since B26
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MEMO

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Davis, Roy
From: [e-mail]
Sent: Thursday, September 03, 2009 4:37 PM
To: Davis, Roy
Subject: Re: (no subject)
Roy,
The Owners are still trying to arrange funding for the project after the crash in development. I spoke with them
a few weeks ago and they plan to proceed with the project, but are waiting on money.
Thanks,
Dean Haney
-----Original Message -----
From: Davis, Roy <[e-mail]>
To: [e-mail] <[e-mail]>
Sent: Thu, Sep 3, 2009 3:11 pm
Subject: (no subject)
Good afternoon Dean. Were the sewers to serve Valley River RV Park ever built (our permit number
WQ0033090)? If so we need an engineer's certification and as -built plans. Thanks, Roy Davis
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and therefore may be disclosed to third parties.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
June 3, 2008
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Permit No. WQ0033059
Town of Andrews
Country Hearth Drive
Wastewater Collection System Extension
Cherokee County
Dear Mr. Brown:
In accordance with your application received on April 7, 2008 and additional information
received on May 19, 2008, we are forwarding herewith Permit No. WQ0033059, dated June 3, 2008
to the Town of Andrews 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 incorporated therein by reference. Please send Roy Davis a copy of the contractor's
"Notice to Proceed" for this project.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; 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
the North Carolina -licensed Professional Engineer named 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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper
Nne
orthCarolina
NaturalltY

Town of Andrews June3, 2008 Pag(
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of Nora
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Andrews for the construction and operation of approximately 175 linear f
8-inch diameter gravity sewer to serve the Country Hearth Drive area and the discharge of 4,001
gallons per day of collected domestic wastewater into the Town of Andrews's existing sewerage
system, pursuant to the application received on May 19, 2008 and in with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Andrew's
Wastewater Treatment Facility (Permit No. NC0020800) prior to being discharged into the Valley River
in the Hiwassee River Basin.
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 Roy Davis at (828)
296-4500.
Sincerely,
for Cgileen H. Sullins, Director
Division of Water Quality
cc: Cherokee Countv Buildi
Haney, PE
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
COUNTRY HEARTH DRIVE
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0033059
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection. system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer .system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention, of the groundwater standards in
15A NCAC 2L .0200 or the surface Water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry. system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

0
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T.116; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
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 26 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of.the occurrence. This report shall outline the actions take' n or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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 3d day of June, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4_3_� el,
for Col6bn H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033059

ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description: approximately 175 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer 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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

APPLICATION for GRAVITY SEWE
Q.TFAI
COPT
-
�7 2008:
1 :
o -c 1
MAY fV
g State of North Carolina
mlent and Natural Resources
Division of Water Quality
APPLICATION
WATER QUFfOY'GRA, - TY10$) l A"ONS, AND FORCE MAINS
ASHEVILLE REGIONAL OFF_ _ E ressure sewers systems are not to, be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed #he-.foilowingiist'df'required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu,,of,a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
vironmental Assessments — If this project is subject to an Environmental Assessment. (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to.the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No'"
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE. SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at httpYlh2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAPPL' ICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! I pp
(to be completed by DWQ;_
1.
Owner. 3 3 d _ _—
j1 a.
Town of Andrews
Full Legal Name (company, municipality, HOA, utility, etc.)
® 11 b.
John R. Brown, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
El Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑Other (specify):
® 11
d.
PO Box 1210 1 e Andrews
�=-
Mailing Address City _
Z
,1f
NC
hg. 28901
ZState
Zip Code
0 I1
h.
828-321-3113
11 i. 828-321-4159 11 j.
Telephone
Facsimile E-mail
(�
2.
Project (Facility) Information:
_I !2a.
Sewer Line Extension for Country Hearth Drive 2b. Cherokee
a
Brief Project Name (permit will refer to this name) County Where Project is Located
--
3.
Contact Person:
113a.
T. Dean Haney - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
'3b.
828-683-9219 13c. tdhen [e-mail]
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For
modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate
project information in B(7) and B(10-11) that has already been included in the original permit.
'2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
i2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction 111)
Z
I
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
®
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Andrews
Owner of Wastewater Treatment Facility (WWPE TF) Treating Wastewater From This Project
P°
I;4a.
Town of Andrews WWTP 4b. N07QQW800
Name of WWTF .raj ... ' a".' F� ,,6rmit No.
LL
;5a.
Town of Andrews
15b. R'�r�,: n ,�s° ' P ify":,".'..=='NotAv ilable
Z
_
Owner of Downstream Sew
Rec ZV4` e - it N tuber of Downstream Sewer if known
( )
F—
;6.
The origin of this wastewater is (ch
❑ Residential Subdivision
❑ Apartments/Condominiums g 200$ 7 100 %Domestic/Commercial
W
1
❑ Mobile Home Park f 'a
%Industrial
VE
❑School
i®
Restaurant �, ° -I y SEC +ION --" o Other specify):
❑Office ._rON f F!
7.
Volume of wastewater to be allocat u!p ecfi's :•,. ) b s� erclay
-
*Do
not include previously permi • nns�=.-••' �.a,.
1
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that co nect t��this�ine--- - SE-CTION
CUAUTY
❑ Flow has already been allocated in Permit No. WATER AV_ OFFICE
i
❑Rehabilitation or replacement of existing sewer with no new flow expec ed AsHEVI��E.REC',IOi
FTA 02/03 - Rev. 3 04/05

FAS M P APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
f9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
i
0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
i
NCAC 21-1.0219(I)(3).
Ii
II
1
100 Seat Restaurant X 40 gallons per seat = 4,000 gallons per day
10.
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8
175
Gravity
W
Z-
H
Z
O
ENTER TOTAL LINE LENGTH IN MILES
0.03
V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
0
Location ID
Power Reliability Option
(self chosen - as shown on
Design Flow
Operational Point
(1- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference)
(MGD)
GPM @ TDH
portable generator w/telemetry; 4-wet well storage)
0
U.
Z
I-
12.
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
IL
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13.
Have the following permits/certifications been submitted for approval?
I
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? [:]Yes [:]No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
�14.
Does this project involve aerial lines or siphons? Check if yes: ❑
�Tbese_lines wilLbe consider_edhiahj)nodty and must_be checked_once_every sixmonths
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification.
FTA 02/03 - Rev. 3 04/05

FAST14.0r.-VR APPLICATION for GRAVITY SEWERS,.PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and 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
Z
regional office (see instructions for addresses) OR indicate the following:
0 '
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
L
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
j
LL
option for any pump station near a Class C down slope waterbody.
(�
In
Location ID on Map
(self chosen - as shown on
Name of
Waterbody Stream Waterbody
Q
map for cross-reference)
Waterbody County River Basin
Index Classification
Vi
1
Valley River Cherokee Hiwassee
1-52 C-Trout
I
LU
—
i
U)
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
11.
Applicant's Certification:
1, JOHN R. BROWN attest that this application for Sewer Line Extension
for Country Hearth Drive has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required supporting
documentation and attachments are not included, this application package is subject to being retumed as
incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
i Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
f
1a. i 1 • /�t/�J �c ��to
Si - g Official Signature Date
U)
Professional Engineer's Certification:
Z
/ attest that this application for Sewer Line Extension for Country Hearth Drive has been reviewed by me and is
®
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
V
and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
V-
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I 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
LLJ
I who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
i
2a. T Dean Haney
�a�aa���nnrnoa®
�-s � ® 4�
�
`®`j ^,
Professional Engineer Name
2b. T D Haney Consulting Engineers PA
,gip
Engineering Firm
%� *t-
Qg�
2c. 69 Jenkins Valley Roadis
Mailing AddressV
d. 2e. NC 2f. 28701t�z,; Alexander
City ; State I Zip
Mrr , .' 11 _•`=,�
+2g. 828-683-9219 12h. 828-683-9219
2i. [e-mail]
E-mail
Telephone Facsimile
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

T. A Haney
Consulting Engineers, PA
May 15, 2008
Mr. Roger Edwards
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural F
2090 US Highway 70
Swannanoa, North Carolina 28778
SAY 1 9 2008
WATER QUALITY SECTION
ASHEVIL LE REGIONAL OFFICE I
RE: Sewer Line Extension
Country Hearth Drive
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Edwards:
Please find enclosed, for your review, the following:
• One (1) original and one (1)
Pump Stations and Force M,
• Two (2) copies of the location
i Two (2) copies of the Flow
• One check in the amount of
of the executed Fast Track Application for Gravity Sewers,
Acceptance for Sewer Extension Permit Applications.
This application package was originally submitted and returned due to the omission of the Flow
Tracking/Acceptance for Sewer Extension I Permit Applications form and an incorrect application fee.
Design information for the down stream pump station was not available. Pump capacity of the pump
station was determined by a pump run test.
The project site is located on Country Hearth Drive (NCSR 1419)-nearahe intersection of NCSR
1388 and US 19/74/129 in Andrews, in Cherokee County, and involves the construction of approximately
175 linear feet of 8-inch gravity sewer line. The proposed sewer line will be constructed of SDR 35 PVC
and Class 350 ductile iron pipe. The proposed sewer improvements will serve a new 100 seat restaurant.
The estimated average daily use for this phase of the project will be approximately 4,000 gpd. The
proposed gravity sewer extension will connect to an existing 8-inch gravity sewer line.
If you have any questions, or
Enclosures
cc: Bill Greene
additional information, do not hesitate to call.
Sincerely,
T. D. Haney Co sulting Engineers, PA
' /i1�4VAZ7
T. Dean Haney, PE
69 Jenkins Vallee Foad Alexander, North Carolina 28701
[phone] Phone/ hAX
07-122/re 1 5may08

F
EcL��i���
APR - 7 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
MAY 19 2008
WATER QUALITY SECTION F

��9
APR - 7.2008
WATER a' 0 ALITY SECTION
ASHEV LLI E—RE-GIONAL OFFICE
---
MAY 1 9 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

warF r� r�
_._� V
OF 9 ! �- State of North Carol -
, I II I, 11Da
�O I ; flep�rtmeut of Environment and Natural Resources
rl ' MAY 1 9 2008 i j Division of Water Quality
t3 I `r �Elow_Tr$cking/A"- tance for Sewer Extension Permit Applications
NNATEP, CUALI Y SEC 110N � PP
(FTSE —10/07)
Project Applicant Name: -'TOWN QF ,AN REW9
'act Name "�._":
Prq fbr which now is being requested: COUNTRY HEARTH DRIVE „
More than ore FTS&I0/07 may be regpired for a sfngle project if the owner of the WWTP is „or responsible for all
pump stations along the route of the proposed wanewamrnow.
I. Complete thus section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: T WN OF ANDREWS _
b. WWTP Facility Permit #: NC - 0020so
C. WWTP facility's pernnitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this speciflic request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
1.5 MGD
WWTP 0.137 MGD
0.597 MGD
. 0,004 MGD
R-738MPD
49 %
IT- C:nmplete this section for cacti pump station you are responsible for along the route of this
Proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. current Avg.
(Firm/Design) Daily Flow, MGD
HUDDLE HOUS� E Bp PS _ 0.382 MGD
in. Certification Statement_
0.004 MGD
12 13ILL G99ENE certify that, to the best of my knowledge, the addition 'of the volume of
wastewater to be penmitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitary scwcr ovcrflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items listed above
in Sections 1 and 11 for �whieh I am the responsible party. Signature of this form indicates accentance of

,& W A TFh'o T, State of North Carolina
MAY 1 9 100srtment `of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Aoce tepee for Sewer
f P Extension permit Applications
(FTSE—10/07)
Project Applicant Name- TOWN OF ANDREWS
Project Name for which flow is being requested: COUNTRY HEARTH DRIVE
More than oneF7S&10/07 maybe requiredfor asingle project if the owner of the WWII' is not responsiblefor all
pump stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Favility Name: TOWN OF ANDREWS !
b. W WTP Facility permit #: NC — 00 080
c. WWTP facili 's All flows are in MGD
ty permitted fiOW 1.5 MC�D
d. Estimated obligated flow not yet tributary to the WWTp I-A-MOD
MGD
e. WWTp facility's actual avg. flow 0.137 MGD
f. Total flow for this specific request 0.o04 MGD
g. Total actual and obligated flows to the facility 0.00 MGD
h. Percent of permitted flow used Yo
IT. Complete this section for cacti pcmip station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTp
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
HUDDLE HOUSE ep pS 0.382 MGD 0.004 MGD
M. Certification Statement
I, BILL GRE NE , certify that, to the best of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitnrY scwcr overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. Thia cortifcatioai applies to those items listed above
in Sections I and it for which I am the responsible party. Signature of this form indicates acceptance of
> diff �a tewaLer fines
Signing official

Michael F. Easley, Governor
OF..�N ATF
FILE COP
April 21,
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7002
Mr. John R. Brown, Mayor
Town of Andrews
Post Office .Box .1210 -
Andrews, North Carolina 28901
Dear Mr. Brown;
William G. Ross Jr., Secretary
Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
1
Subject: Fast -Track Application Return
To of Andrews
Country Hearth Drive
Cherokee County
Sincerely,
Roy M. Davis
Environmental Engineer
cc: T. Dean Haney, PE
G:\WPDATA\DEMWQ\Cherokee\Andrews Collection System\Application Return -Andrews -
Valley River RV Park.08.doc
North Carolina Division of Water Quality 2090 U.S. Highway 70
Internet: www.ncwaterqual4.org Customer Service1-87'
NC 28778
Phone [phone]
FAX [phone]
NorthCarolina
,Vaturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post
Paper

Project Name: Review Date:
Project Number: Reviewer:-�
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE -REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant -using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
1° 8D
Ensure that a check for $ma's submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
E ON A — Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If anew delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails.to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htmI#DELEG.
SECTION ermit Information
Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not.
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please =4hrough all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
r ,
[_ .}. t7.'t,t% . t fZ. e l� t r•,, G,/ C
FAST -TRACK Application, Review Procedures 2003. (Rev 2/06)

roject designedin accordance with 15A NCAC 2H: 0200, the Gravity SeWer;Mnlmum,De5lgn
Criteria and the Minimum Design Criteria for the,.Fast=Track Permitting of Pump' Stations: and
Force Mains document (as applicable)? NO. will be.checked.ih Item B'(12)of. the FTA... If. N0,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number owner and prowect name The Central Office will review the variance request, and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTI — Watershed Classification
r topographic map submitted?
Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
S CTI —Applicant Certifications
Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
gning official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii) ,
® Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
PE c ive license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.orq - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦. It is preferable if Fast -Tracks are.saved electronically by permit number under issued year and month.
,. 4
FAST-TRACK;Application Review. Procedures 2003 (Rev 2106)

Ivp
6707-.,
TOWN OF ANDREWS `- ACCOUNTS PAYABLE
UNITED COMMUNITY BANK
" <ANDREWS; NC 28901
Provision for the' payment of this .check has been made
by ari appropriation duly: made, pursuant to'the Local
66 1167/531
Budget and Flscal,Control'Act Government
ti
x
r, 6707
a
0
Four HUndred Eighty Dollars and 00 Cents
m
y
DATE -
�
AMOUNT . m .
0 4/25/2008,
m'
$480 00
�.
TPO THE AY
NC DENR
ORDER
DIVISION OF WATER QUALITY
B
-1617 MAIL SERVIOF
CE CENTER
RALEIGH NC 27699-1617 '
-
-
'- AUTHORIZED SIGNATURE
110006707110

71
1�j� Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0
November 9, 2007 .
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
Subject: Permit No. WQ0032432
Town of Andrews
Valley River RV Park
Wastewater Collection System Extension
Cherokee County
Dear Mr. Brown:
In accordance with your application received on November 5, 2007, we are forwarding herewith
Permit No. WQ0032432, dated November 9, 2007 to the Town of Andrews 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 incorporated therein by
reference. Please send Roy Davis a copy of the contractor's "Notice to Proceed" for this project.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; 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
the North Carolina -licensed Professional Engineer named 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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper
NorthCarolina
Naturally

Town of Andrews November 9, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Ste
Carolina as amended, and other applicable Laws, Rules, and Regulations, permis�, ., , , -, , ,,,
granted to the Town of Andrews for the construction and operation of approximately 40 linear feet of
12-inch diameter gravity sewer, a 180 GPM duplex style sewage pumping station with audible and
visual high water alarms, a permanently installed emergency power generator with automatic transfer
switch and telemetry and 13,050 linear feet of 6-inch diameter force main to serve the Valley River RV
Park and the discharge of 94,180 gallons per day of collected domestic wastewater into the Town of
Andrews's existing sewerage system, pursuant to the application received on June 19, 2007 and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Andrew's
Wastewater Treatment Facility (Permit No. NC0020800) prior to being discharged into the Valley River
in the Hiwassee River Basin.
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 Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division.of Water Quality
cc: Cherokee County Building Inspector
tAR9; Surface Water Protection (WWTF Permit No. NC0020800
Dea
n an Haney, PE
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
VALLEY RIVER RV PARK
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032432
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's .
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

_.....� _.. .�...,.., .......r,, .� � � .. u I Dui — v1 a to I O1 I I 11llGG, a Jvi 11 iai Nci 11 nL 1 UHucai
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any_ pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T.116; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
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 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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 9th day of November, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for toldlen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032432

ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: approximately 40 linear feet of 12-inch diameter gravity sewer, a 180 GPM duplex
style sewage pumping station with audible and visual high water alarms, a permanently installed
emergency power generator with automatic transfer switch and telemetry and 13,050 linear feet of 6-
inch diameter force main
Complete and submit this form to the Asheville 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.
ENGINEERS 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer 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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

t�Yf11 PAGE 1
�J � v u � I I 9
A1F�9 "' l I NOV - 5 2007 St� of North Carolina
Q 2 6 2007 epa ei>tt of Environment a
OCT nd atural Resources
G
L__.----Div lion of Water Quality
WATER QUALITY SECTIO
WATER QUALITY SECTION ASHEVI �f 1C ' PLICATION
ASHEVILLE � RS,' PAP STATIONS, A" FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans. and specifications unless you respond NO to Item 1302).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewersMlVltTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02103 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
Wironmental Assessments — If this project is subject to an Environmental Assessment (EA) 115A NCAC
1, this application can not be used. Send the project application on Form PSFMGSA 10199 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letters) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
(336) 7714631 Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at htipYlh2o.enr state.nc.us/peres(
FTA 02/03 - Rev. 3 04/05

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Z
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Z
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®.
7W
ication Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (Ato b completed by DWQ)
1. Owner.
;1 a. Town of Andrews
Full Legal Name (company, municipality, HOA, utility, etc.)
`1 b. John R. Brown, Mayor -- - - — - -
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
I c.
The legal entity who will own this system is:
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑ Other
_a
11d.
PO Box 1210
i1e. Andrews
Mailing Address
1 City
If.
—bVC-- --- — — -
--1g. 28901—-------- —
State
Zip Code
1h.
828-321-3113 -- 1i. 828-321.4159
Telephone Facsimile
1j --- -- ----
E-mail
,2.
2a.
Project (Facility) Information:
US 74 Sewer System Imp. Valley River RV Park
2b. Cherokee
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. T. Dean Haney - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-683-9219--------------------------- 3c. tdhengineerp
Phone Number E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified Information in this permit application - do not
duplicate project information in B(7) and B(1041) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction 111)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Andrews
Owner of Wastewater Treatment Facility OAWTF) Treating Wastewater From This Project
:4a. Town of Andrews WWTP 4b. NC-0020800
Name of WWTF WWTF Permit No.
'5a. Town of Andrews b. 4" JE1 Gravity c. - Not Available
Owner of Downstream Sewer Receiving Sewer Size ®Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
® Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church %Industrial
® Restaurant ❑ Nursing Home o
® ® Other s eci RV Park /o Other (specify):
Office
(P fY)�
7. Volume of wastewater to be allocated for this particular project: 94,180 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

TION 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(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
{ NCAC 21-1.0219(I)(3).
_;
SEE ATTACHED WORKSHEET
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
' Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
13,050
6 Force Main
12 40 Gravity
i
Z`
0
ENTER TOTAL LINE LENGTH IN MILES!2.48 -- --
V11.
— - _— -
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow ! Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
�=
Q
' plans for cross-reference) (MGD�T_ GPM @ TDH - portable generator w/telemetry;-4-wet well storage)
�,-
i
------ - VR-PS #1 — -- ' _._._0.094 -- 180_Q 171---1------- -- - - . ..- --- -- 2 -- --- -
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
I
J 1
1
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
i Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These -lines
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
,1 corrected prior to submitting the final engineering certification.
�— FTA 02/03 - Rev. 3 04105

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and 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
Z'
regional office (see instructions for addresses) OR indicate the following:
i-,. _ ---------_ _ --
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
H"
waterbody; AND,
CJ
❑ 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.—
y
Location ID on Map T
(self chosen - as shown on Name of ;Waterbody Stream Waterbody
Q;
T map for cross-reference) I� Waterbody _ County _ _ River Basin Index Classification
1 Valley River Cherokee Hiwassee 1-52 C-Trout
w
--- ---
------ - - — - -- —
rn
---------- ---- ------------
---- - ----- ------------------------------- ----- ----
Submit the 8.5" x I I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
j 11 JOHN R. BROWN attest that this application for Phase I Sewer System
Impr. for Valley River RV Park has been reviewed by me and is accurate and complete to the best of my
knowledge. 1 understand that if all required parts of this application are not completed and that if all required
supporting documentation and attachments are not included, this application package is subject to being retumed as
incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person
{ who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
f Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
Ia. is % /O -0 %
S' Ong Official Signature Date
2. rrofessional Engineer's Certification:
Z
I attest that this application for Phase 1 Sewer System Impr. for Valley River RV Park has been reviewed by me and
0',
is accurate, complete and consistent with the infonnation in the engineering plans, calculations, and all other supporting
I documentation to the best of my knowledge. l further attest that to the best of my knowledge the proposed design has
H
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity
V
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
U.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
�--
; materials under my signature and seal signifies that I 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
Lu.
# who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
V'
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. T Dean Haney
Professional Engineer Name
—
2b. T D Haney Consulting Engineers, PA
Engineering Firm
`2c. 69 Jenkins Valley Road��
F a
i Mailing Address
----- ---------------------------------------
2d. Alexander 2e. NC 2f. 287014fi®0°
State j Zip
City
J2i.
1g. 828-683-9219 2h. 828-683-9219 [e-mail] j
Telephone Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04105

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
ATTACHMENT
C. PROJECT FLOW CALCULATIONS
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other
than that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance
with 15A NCAC 21-1.0219(I)(3).
FACILITY TYPES
Type Unit
No. Units
Gallons
/Unit
Average Daily
Flow (gpd)
Average
Daily Flow
(gpm)m
Average
Daily Flow
d
W 5ite5
250
120
30,000
21
0.030
Clubhouse
250
20
5,000
3
0.005
Vc5taurant 5eab
250
40
10,000
7
0.010
Motel Poom5
60
120
7,200
5
0.007
Commercial (gym l o ees)
100
25
2,500
2
0.003
Multl-Familu bedrooms
529
120
39,480
27
0.039
0
0
1 0.000
Total Daily
Flow
94,180
65
0.094

Project Number:
FAST -TRACK APPLICATION REVIEW PROCEDURES
Review Date: �� J 6% 0 0 7
Reviewer:
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Fores Mains" (FORM: FTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the fast -Track review process, and should be
submitted fOJU 11, rev i ew fo rh&-Central Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects.i�bvolvir9_g a flow'rediuction request must receive approval for the flow raductior, from
__: the. central office.
PRE -REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been, omitted; ZETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
,Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for UaT-is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECT A - Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
licant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. if a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.html#DELEG.
SECTI B - Permit Information
Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please o through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
licant a private entity?
n (i.e. lease) units, lots, parcels, etc?
1
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Sell units, lots, parcels, etc? %)
Certificate of Public Con
fence and Necessity? 2H .0205(
♦ Required if the applican is a public utility. In lieu of a CE
Convenience and Neces 'ty, they may submit written ap
North Carolina Utilities Co mission's Public Staff that sta«Q UigL U1G UUIIIy ,J
allowed to provide utility se Nice in the subject project area. Note that the
project name on the appI'cati n and on the CPCN must match. Contact the
NCUC Public Staff if questions rise. This is NOT REQUIRED for a
municipality or county! Exampl of companies that would provide a CPCN
are Heater Utilities or Carolina W ter Service, etc.
******OR*******
Operatiap,al, Agreement? 2H. 0205(d)(2
' ♦ Operational Agreements are only requi ed if the applicant is not a public
entity (i.e. Town, County, etc.) or public tility as designated by the North
Carolina Utilities Commission AND the to being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must * I out the DEVELOPER
Operational Agreement (FORM: DEV 02/0 ). A developer may be
responsible for the system for an interim pe iod until the homeowners
association is formed, at which time a Perml Name/Ownership Change
request (FORM: PNOCF 06/00) will be nee d to transfer the permit to
the HOA. le
o If the applicant is a homeowners' asso
the ASSOCIATION Operational Agree
HOA must be registered with the Sec �
provide a copy of the Associations' y
These documents should be revie ed
language regarding the collectio;�4
ysti
the Operational Agreement.
✓i tion (HOA), they must fill out
ent (FORM: HOA 02/03 The
Aary of State's office and must
aws and Articles of Incorporation.
to ensure that all applicable
;m is included as is required by
♦ The Operational Agreement sho d be attached to the permit and
incorporated into the language f the permit. Please note that Operational
Agreement language should t be altered without approval from the
Attorney General's Office. Verational Agreements are available at
hftp://h2o.enr.state.nc.us/MRCS/ from the collection system applications
page.161��.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and. applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project. specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will trans the wastewater and Raleigh will treat the wastewater.
�stewater industri or domestic in ture?
♦ Most projects 'II be for was ter that is domestic in nature, however, if Item B.6 indicates
that the wastewa ustrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
� needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0219(1)
d Ebsu're that the daily�'bsign flow in the application is based on the guidance provided in the
regulations or existing `flow, and that the explanation as to how this volume was determined is
Very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240' gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre — 1500 gpd/acre. Let the
engineer support his calculation.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1 C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
�s ecified and no variance requested
L/ Ade uate information provided regarding the proposed um stations if applicable)?
q P 9 9 P P pump () (
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Des
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations ani
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name The Central Office will review the variance request. ana
if aporovable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION Watershed Classification
1o=r topographic map submitted?
./Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTIO —Applicant Certifications
Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
v PE with active license in North Carolina? 2H.0205(d)(1)(A)(N) or2H.0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to, this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
♦ if the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer,.'supervisor, SectioRhdhief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
3 Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
Copy(ies) to the owner of the V\M/TF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not Include any plans unless they are small and can be folded up into an 8.5" x 'I V sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter— sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ . Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go'to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

a If the region wishes to perform a detailed review — look for items not meeting the minimum design ,
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
+ Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

A Haney
;onsulting Engineers, PA
November 2, 2007
Mr. Roy Davis
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
j L
L I
I
NOV - 5 2007
WATER OUALITY SECTION
ASHEVILLE REGIONAL- OFFICE
RE: US 74 Sewer Improvements
For Valley River RV Park
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Davis:
The enclosed Fast Track Sewer Application is being re -submitted, based on your
letter, dated October 29, 2007, regarding the increased processing fee. All of enclosed
information was included in the original submittal.
Please find enclosed, for your review, the following:
• One (1) original and one (1) copy of the executed Fast Track Application for
Gravity Sewers, Pump Stations and Force Mains.
• Design calculations and supporting documents.
• Two (2) copies of the location map.
• One check in the amount of $480.00.
The project is located on US 19/74/129, near the intersection of US 19/74/129 and
NC 141, east of the Town of Andrews in Cherokee County, North Carolina, and involves
the construction of approximately 13,000 linear feet of 6-inch sewer force main and 40
linear feet of 12-inch gravity sewer line. The proposed sewer line will be constructed of
SDR 35 PVC and HDPE pipe. The proposed sewer improvements will be the first phase
of a project designed to serve a new RV park and a mixed use area of commercial and
residential development. The estimated average daily use for the total project will be
approximately 94,180 gpd. The proposed 6-inch sewer force main will connect to an
existing 4-inch sewer force main near the Cherokee County Landfill. The 6-inch sewer
69 Jenkins Valley load Alexander, North Carolina 28701
[phone] Phone/ FAX

I. Roy Davis
vember 2, 2007
;e 2 of'-)
force main is being installed in anticipation of future growth along the US 74 corridor.
The Town of Andrews is planning to replace the portion of existing 4-inch sewer force
main when the future development exceeds the capacity of the 4-inch force main. This
phase of development will generate a velocity of less than 5.0 fps through the 4-inch line.
If you have any questions, or require additional information, do not hesitate to
call.
Enclosures
cc: Bill Greene
Rick Jones
Sincerely,
T. D. Haney Consulting Engineers, PA
1- /O.,G4it,. J7
T. YDean Haney, PE
04-105/re02nov07

5 2007
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C_� iE 11
L �~ i
NOV - 5 2007
WATER QUALITY SECTION
ASHF_VILLF_ REGIONAL OFFICE
DESIGN CALCULATIONS
US 74 SEWERSYSTEM IMPROVEMENTS
for
VALLEY RIVER RV PARK
TOWN of ANDREWS
Cherokee County, North Carolina
October, 2007
T. D. Haney
Consulting Engineers, PA
69 Jenkins Vallee goad
Alexander, North Carolina 26101
[phone]
ID E C E � V E [
OCT 2 6 2001 � [I
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
04-105-US74 SFM

PROJECT NAME- US 74 Sewer Improvements
PROJECT # 04-105
AVERAGE DAILY FLOW (Total Project)
FACILITY TYPES
I'.esldedial 5u6divl5lon
Type Unit
No. Units
Gallons/Unit
Average Daily
Flow d
Average Daily
Flow m
Average Daily
Flow m d
RV 51tes
250
120
30,000
21
0.030
Clubhouse
250
20
5,000
3
0.005
Restaurant Seats
250
40
10,000
7
0.010
Motel ROOm5
60
120
7,200
5
0.007
Commercial (�mplgwr,)
100
25
2,500
2
0.003
Mule-Fam fi l3edrooms
529
120
39,480
27
0.039
0
0
0.000
Total Daily Flow
94,186--7
65
0.094
11
f- --

PROJECT NAME -
PROJECT #
PUMP STATION NAME -
Proposed Flow =
Pump Design =
(2.5 X Average Flow)
US 74 Sewer Improvements
04-105
VR-PS#1
65 gpm
180 gpm
Distance From PS to High Point - 6000 ft.
Distance From High Point to 4-Inch Connection - 5,000 ft.
Distance From 4-Inch Connection to Discharge - 4:500 ft.
TOTAL DISTANCE 15,800 ft.
Pumps Off Elev. - 1.585 ft
Elev. @ High Point in Line - 1.150 ft
Elev. @ 4-Inch Connection - 1,680 ft
Elev. @ Discharge Point - 1,645 ft
FRICTION LOSS CALCULATIONS FROM PUMP STATION TO HIGH POINT
Q (Flow) =
L (Length) _
d (Diameter) _
C (Friction Coefficient) _
180 gpm
6,500 ft
6 in
140 Hazen Williams
Hf = 0.002083 X L X (100/C)^1.85 X (Q111.85/d"4.8655)
Q
Hf
He
TDH
130
7
165
172
180
14
165
179
230
21
165
186
FRICTION LOSS CALCULATIONS FROM HIGH POINT TO 4-INCH CONNECTION
Q (Flow) =
L (Length) _
d (Diameter) _
C (Friction Coefficient) _
180 gpm
5,000 ft
6 in
140 Hazen Williams
Hf = 0.002083 X L X (100/C)-1.85 X (Q"1.85/d"4.8665)
Q
Hf
He
TDH
130
7
-70
-63
180
14
-70
-56
230
21
-70
-49

FRICTION LOSS CALCULATIONS FROM 4-INCH CONNECTION TO DISCHARGE
Q (Flow) = 180 gpm
L (Length) _ 4,�00 ft
d (Diameter) _ 4 in
C (Friction Coefficient) = 140 Hazen Williams
Hf = 0.002083 X L X (100/C)-1.85 X (Q-1.85/d"4.8655
Q
Hf
He
TDH
150
60
-35
25
180
84
-35
49
210
112
-35
77
TOTAL HEAD LOSS DESIGN CALCULATIONS
Total Head Loss =
TDH From High Point to Discharge Point + TDH From Pump to High Point
TDH From Pump to High Point - 179 ft.
TDH From High Point to 4-Inch Connection - -56 ft.
TDH From 4-Inch Connection to Discharge Point - 49 ft.
TOTAL TDH 171 ft.
Design Flow =
TDH =
180 gpm
171 ft

PROJECT NAME -
PROJECT #
PUMP STATION NAME -
AVERAGE DAILY FLOW
US 74 Sewer Improvements
04-105
VR-PS #1
SEWER PUMP DESIGN
FACILITY TYPES
I:eeldcntlal 5UWivl5lon
Type Unit
No. Units
Gallons/Unit
Average Daily
Flow (gpd)
Average Daily
Flow (gpm)
Min. Pump
Design Flow
Project Flow
I
94,160
94,180
65
164
Total Daily Flow
94,180
65
164
*Pump Design Flow
ACTUAL PUMP DESIGN
PUMP CYCLE TIME
2.5 Times Average Dialy Flow
180 gpm
Wetwell
De th of Stora a
Wetwell Ca aci
Pump Capacity
Average Flow
Cycle Time
Cycles per
Run Time
Diameter ft.
ft.
"V" al.
"Q" m.
"S" gpm
"M" min.
Hour
per Cycle
10
1.5
881
180
65
21.15
2.84
7.69
10
2
1174
180
65
28.20
2.13
10.25
10
2.5
1468
180
65
35.25
1.70
12.81
FORCE MAIN VELOCITY
DIA in
AREA (ft)
FLOW m
FLOW efs
V ft/sec
4
0.09
180
0.401
4.60
6
0.20
1
180
0.401
2.04
8
0.35
180
0.401
1.15

PROJECT NAME- US 74 Sewer Improvements
PROJECT # 04-105
PUMP STATION NAME - VR-PS #1
Concrete Wt. =
150 Ibs/cf
Earth Overburden Wt. =
45 Ibs/cf
Water Wt =
62.4 Ibs/cf
(A•)
Inside Diameter =
120 in.
Volume per foot of wall height
Inside Diameter =
10 ft.
= Outside Dia. Area - Inside Dia. Area
Wall Thickness =
10 in.
= 28.35 cu.ft.
Outside Diameter =
140 in.
Outside Diameter =
11.7 ft.
Weight of Manhole per foot of wall height
= Volumn per foot of wall height X Concrete Wt.
= 4252lbs/ft
Weight of Water per foot of wall height = Inside Dia. Area X Water Wt.
4898 lbs/ft
(B.)
USE WITH STANDARD MANHOLE BASE SECTION
Base Thickness = 0 in. Volume of base = Outside Dia. Area X Base Thickness
Base Thickness = 0 ft. = 0.00 cu. ft.
Weight of base = Volume of Base X Concrete Wt.
0 lbs.
(C.)
USE WITH EXTENDED BASE SECTION
Extended Base Area = 121.0 sq. ft. Volume of base = Extended Base Area X Base Thickness
90.75 cu. ft.
Base Thickness = 9 in.
Base Thickness = 0.75 ft. Weight of base = Volume of Base X Concrete Wt.
13613 lbs.
Earth Overburden Area = Extended Base Area - Outside Dia. Area
14.15 sq. ft.
Earth Overburden Weight per foot of depth = Earth Overburden Area X Earth Overburden Wt.
637 lbs/ft
Top Elev.
Invt. Elev.
Depth
Wt Riser
Wt Base*
Earth Wt�burden
Total Wt.
Water Wt
Concrete WL
1,600.001
1,580.00
1 20.00
1 85,042
1 13,613
1 12,738
1 111,392
1 97,968
43A24
• Use Section B with Standard Manhole Section or Section C with Extended Base Section
** Add Earth Overburden only with Extended Base Manholes

DESIGN CALCULATIONS
US 74 SEWERSYSTEM IMPROVEMENTS
for
VALLEY RIVER RV PARK
TOWN of ANDREWS
Cherokee County, North Carolina
October, 2007
T. D. Laney
Consulting Engineers, PA
69 Jenkins Vallee load
Alexander, Nait Carolina 28101
[phone]
I� OCT 2 6 2007 I
WATER QUALITY SECTION
ASHEVILLE REGIONAL OF`ICE
04-105-US74 SFM

PROJECT NAME- US 74 Sewer Improvements
PROJECT # 04-105
AVERAGE DAILY FLOW (Total Proiect)
FACILITY TYPES
Residential 5u6div►rlon
Type Unit
No. Units
Gallons/Unit
Average Daily
Flow d
Average Daily
Flow m
Average Daily
Flow m d
RV 51tes
250
120
30,000
21
0.030
Clubhouse
250
20
5,000
3
0.005
Restaurag Seats
250
40
10,000
7
0.010
Motd Rooms
60
120
7,200
5
0.007
Commercial Umplouees)
100
25
2,500
2
0.003
Multi-ramiI4 Bedrooms
529
120
39,480
27
0.039
0
0
0.000
Total Daily Flow
1 94,180
65
0.094

PROJECT NAME -
PROJECT #
PUMP STATION NAME -
Proposed Flow =
Pump Design =
(2.5 X Average Flow)
US 74 Sewer Improvements
04-105
VR-PS#1
65 gpm
180 gpm
Distance From PS to High Point -
6,500 ft.
Distance From High Point to 4-Inch Connection -
5,000 ft.
Distance From 4-Inch Connection to Discharge -
4,500 ft.
TOTAL DISTANCE
15,800 ft.
Pumps Off Elev. - 1,585 ft
Elev. @ High Point in Line - 1,750 ft
Elev. @ 4-Inch Connection - 1,680 ft
Elev. @ Discharge Point - 1,645 ft
FRICTION LOSS CALCULATIONS FROM PUMP STATION TO HIGH POINT
Q (Flow) =
L (Length) _
d (Diameter) _
C (Friction Coefficient) _
180 gpm
6,500 ft
6 in
140 Hazen Williams
Hf = 0.002083 X L X (100/C)^7.85 X (Q^1.85/dA4.8665)
Q
Hf
He
TDH
130
7
165
172
180
14
166
179
230
21
165
186
FRICTION LOSS CALCULATIONS FROM HIGH POINT TO 4-INCH CONNECTION
Q (Flow) =
L (Length) _
d (Diameter) _
C (Friction Coefficient) _
160 gpm
5,000 ft
6 in
140 Hazen Williams
Hf = 0.002083 X L X (100/C)^1.85 X (Q^1.85/d^4.8655)
Q
Hf
He
TDH
130
7
-70
-63
180
14
-70
756
230
21
-70
-49

FRICTION LOSS CALCULATIONS FROM 4-INCH CONNECTION TO DISCHARGE
Q (Flow) = 180 gpm
L (Length) _ 4,300 ft
d (Diameter) _ 4 in
C (Friction Coefficient) = 140 Hazen Williams
Hf = 0.002083 X L X (100/C)" 1.85 X (Q"1.85/d^4.8655
Q
f
e
TDH
150
60
-35
25
180
84
-35
49
210
112
-35
77
TOTAL HEAD LOSS DESIGN CALCULATIONS
Total Head Loss =
TDH From High Point to Discharge Point + TDH From Pump to High Point
TDH From Pump to High Point - 179 ft.
TDH From High Point to 4-Inch Connection - -66 ft.
TDH From 4-Inch Connection to Discharge Point - 49 ft.
TOTAL TDH 171 ft.
Design Flow =
TDH =
180 gpm
171 ft

PROJECT NAME -
PROJECT #
PUMP STATION NAME -
AVERAGE DAILY FLOW
US 74 Sewer Improvements
04-106
VR-PS #1
SEWER PUMP DESIGN
FACILITY TYPES
1IZc5fJcritial Subdivision
Type Unit
No. Units
Gallons/Unit
Average Daily
Flow (gpd)
Average Daily
Flow (gpm)
Min. Pump
Design Flow
Project Flow
I
94,160
94,180
65
164
Total Daily Flow
94,180
65
164
*Pump Design Flow
ACTUAL PUMP DESIGN
PUMP CYCLE TIME
2.5 Times Average Dialy Flow
180 gpm
Wetwell
Depth of Storage
Wetwell Capa-clt-y7Purnp
Capacity
Average Flow
Cycle Time
TC cles er
Run Time
Diameter ft.
ft.
"V" al.
"Q" m.
"S" m
"M" min.
Hour
er Cycle
10
1.5
881
180
65
21.15
2.84
7.69
10
2
1174
180
65
28.20
2.13
10.25
10
2.5
1468
180
65
35.25
1.70
12.81
FORCE MAIN VELOCITY
DIA in
AREA (ft)
FLOW m
FLOW cfs
V ft/sec
4
0.09
180
0.401
4.60
6
0.20
160
0.401
2.04
8
0.35
180
0.401
1.15

:CT NAME -
PROJECT #
PUMP STATION NAME -
Concrete Wt. =
Earth Overburden Wt. _
Water Wt. =
US 74 Sewer Improvements
04-105
VR-PS #1
150 Ibs/cf
45 Ibs/cf
62.4 Ibs/cf
(A.) -
Inside Diameter = 120 in. Volume per foot of wall height
Inside Diameter = 10 ft. = Outside Dia. Area - Inside Dia. Area
Wall Thickness = 10 in. = 28.35 cu.ft.
Outside Diameter = 140 in.
Outside Diameter = 11.7 ft. Weight of Manhole per foot of wall height
= Volumn per foot of wall height X Concrete Wt.
4252 Ibs/ft
Weight of Water per foot of wall height = Inside Dia. Area X Water Wt.
4898 lbs/ft
(B-)
USE WITH STANDARD MANHOLE EASE SECTION
Base Thickness 0 in. Volume of base = Outside Dia. Area X Base Thickness
Base Thickness = 0 ft. = 0.00 cu. ft.
Weight of base = Volume of Base X Concrete Wt.
= 0lbs.
(C.)
USE WITH EXTENDED BASE SECTION
Extended Base Area = 121.0 sq. ft. Volume of base = Extended Base Area X Base Thickness
90.75 cu. ft.
Base Thickness = 9 in.
Base Thickness = 0.75 ft. Weight of base = Volume of Base X Concrete Wt.
13613 Ibs.
Earth Overburden Area = Extended Base Area - Outside Dia. Area
14.15 sq. ft.
Earth Overburden Weight per foot of depth = Earth Overburden Area X Earth Overburden Wt.
637 Ibsfft
Top Elev.
lnvt Elev.
Depth
Wt Riser
Wt Base*
Earth Overburden
Wt
Total Wt.
Water Wt
Add.
Concrete Wt.
1,600.001
1,580.00
1 20.00
1 85,042
1 13,613
12,738
1 111,392
1 97,968
1 43,424
* Use Section B with Standard Manhole Section or Section C with Extended Base Section
** Add Earth Overburden only with Extended Base Manholes

Application numbers
Subject: Application numbers
From: Deborah Gore <[e-mail]>
Date: Wed, 07 Nov 2007 14:48:27 -0500
To: Roy Davis <[e-mail]>
Town of Andrews - Valley River RV - WQ0032432
City of Hendersonville - Main Street MSD - WQ0032433
I am happy to be able to actually help somebody out, even a small way. Usually I end up malting
excuses for not being so far behind - so its nice to get something done.
Let me know if there are any more. Since the faxes aren't coming through very well, just send an email
with:
Owner name; name of person signing application; project name; check #; who the check is from; the
county where the project is located.
See ya!
Deborah
Deborah Gore
Environmental Engineer
PERCS Unit
1 of 1 11/7/2007 4:17 PM

Water Quality
tS, PUMP STATIONS, AND FORCE MAINS
sewers systems are not to be mcluae'd as part of this application package)
INSTRUCTIONS: Indicate .thatyouu_have. included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
4.60
® II. Application Fee - Submit a check in the amount of $4W made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02103 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
mental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
nit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: Mtp✓/h2o.enrstate.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DW(
1. Owner.
' 1 a. Town of Andrews
Full Legal Name (company, municipality, HOA, utility, etc.)
0 11b. John R. Brown, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
11 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipals ❑ State/County ❑ Private Partnership ® Corporation ❑ Other (specify):
0 'Id . PO Box 1210
1 e. Andrews
LL
Mailing Address I
City
11f.
NC ill
g. 28901
i State
Zip Code
®
i1 h. 828-321-3113 �i 1. 828-321-4159 1 j.
Telephone I Facsimile E-mail
(� 2. Project (Facility) Information:
_
J 2a. US 74 Sewer System Imp. Valley River RV Park 2b. Cherokee
CL Brief Project Name (permit will refer to this name) County Where Project is Located
CL
'3.
Contact Person:
-3a.
T. Dean Haney - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
�3b. 828-683-9219 3c. [e-mail]
Phone Number E-mail
I1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be:
i 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or'
❑ Public Utility (Instruction III)
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
j ❑ Homeowner Assoc./Developer (Instruction IV)
0 ❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
j
F— 3. Town of Andrews
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Town of Andrews WWTP !4b. NC-0020800
0 Name of WWTF WWTF Permit No.
LJe 5a. Town of Andrews
b. 4"
❑ Gravity
c. - Not Available
Permit Number of Downstream Sewer (if known)
Z I Owner of Downstream Sewer
Receiving Sewer Size
® Force Main
F- 6. The origin of this wastewater is (check all that apply):
i
® Residential Subdivision
❑ Car Wash
® Apartments/Condominiums
❑ Institution
100 % Domestic/Commercial
U1
❑ Mobile Home Park
❑ Hospital
C-
❑ School
❑ Church
% Industrial
® Restaurant
❑ Nursing Home
o
/o Other (specify):
® Office
O
® Other (specify):RV Park
7. Volume of wastewater to be allocated for this particular project: 94,180 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
SEE ATTACHED WORKSHEET
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
1
J
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
6
13,050
Force Main
12
40
Gravity
0
W
Z
H
Z
0 '
ENTER TOTAL LINE LENGTH IN MILES
2.48
V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
Location ID
Power Reliability Option
chosen - as shown on
Design Flow
Operational Point
(1-dual line feed; 2- permanent generator w/ATS; 3-
I(self
for cross-reference)
(MGD)
GPM @ TDH
portable generator w/telemetry; 4-wet well storage)
Q
_plans
VR-PS #1
0.094
180 @ 171'
2
0
IL
Z
H
t
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
Z Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
0.
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No Z N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No Z N/A
Stormwater? ❑ Yes [:]No Z N/A
114. Does this project involve aerial lines or siphons? Check if yes: ❑
ese_lines will_be considered_hiah. _priority and_must_be checked once_everv_six months —
i15. Does this project have gravity sewer lines designed at minimum slopes? ❑
I Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification.
�— FTA 02/03 - Rev. 3 04/05

.TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
se the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and 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) OR indicate the following:
0 ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Q I waterbody; AND,
O ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL option for any pump station near a Class C down slope waterbody.
Location ID on Map
Q
(self chosen - as shown on
Name of
Waterbody Stream
Waterbody
map for cross-reference)
Waterbody
County
River Basin
Index
Classification
J
VC
1
Valley River
Cherokee
Hiwassee
1-52
C-Trout
G
1
W
V
Submit the 8.5" x I I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
11. Applicant's Certification:
11 JOHN R. BROWN attest that this application for Phase I Sewer System
Impr. for Valley River RV Park has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that if all required
supporting documentation and attachments are not included, this application package is subject to being returned as
incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
1la. d F 7 L10 d 7
SX11ng Official Signature Date
2 rofessional Engineer's Certification:
z
I attest that this application for Phase I Sewer System Impr. for Valley River RV Park has been reviewed by me and
0
is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
Q
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity
V
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
V-
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
�--
materials under my signature and seal signifies that I 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
W
who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
Ci
misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
�
,,2a.
T Dean Haney
eusbsa.��g
Q ��
4
I ��
Professional Engineer Name
2b. T D Haney Consulting Engineers, PA
Engineering Firm
12c. 69 Jenkins Valley Road
Mailing Address
12d. Alexander 2e. NC 2f. 28701�moo
City ( State I Zip
�O
l,2i.
!2g. 828-683-9219 2h. 828-683-9219
[e-mail]
I E-mail
Telephone ; Facsimile
j Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
ATTACHMENT
C. PROJECT FLOW CALCULATIONS
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other
than that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance
with 15A NCAC 2H .0219(1)(3).
FACILITY TYPES
Type Unit
No. Units
Gallons
/Unit
Average Daily
Flow (gpd)
Average
Daily Flow
(gpm)m
Average
Daily Flow
d
W 5ite5
250
120
30,000
21
0.030
Clubhouse
250
20
5,000
3
0.005
p staurant 5eats
250
40
10,000
7
0.010
Motell?ooms
60
120
7,200
5
0.007
Commercial (Fm I ees)
100
25
2,500
2
0.003
Mu[t -Familq 13edroom5
529
120
39,480
27
0.039
0
0
0.000
Total Daily
Flow
94,180
65
0.094

104:7
66;1254/631'
■■ ■ •PRO■■
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a

OF W ATF�
_ '• 1. �.::T;'A. �r„ryc4LTZ'icx.L+G'.Ti'rY..II+r..
Michael F. Easley, Governor
z• � �t William G. Ross Jr., Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Dear Mr. Brown:
Coleen H. Sullins, Director
Division of Water Quality
October 29, 2007
7006 3450 0002 70641663
Subject: Fast -Track Application Return
Town of Andrews
Valley River RV Park
Cherokee County
Attached herewith is the Fast -Track Sewer Application which you submitted seeking
permission to construct a sewer system to serve the Valley River RV Park. The
application is being returned for the following reason:
(1) By Act of the North Carolina General Assembly, effective September 1, 2007,
Fast -Track Permit processing fees were increased from $400 to $480. When
resubmitting the application please submit a single check made out to the North
Carolina Department of Environment and Natural Resources in the amount of
$480.
I look forward to receiving a completed application. Please do not hesitate to call me at
828/296-4659 should you wish to discuss this matter.
Sincerely,
Roy M. avis
Environmental Engineer
cc: T. Dean Haney, PE
Application Return -Andrews -Valley River RV Park
Andrews Collection System
Cherokee County
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778
Internet: www.ncwaterquality.org Customer Service 1-877-623-6748
Phone [phone]
FAX [phone]
NOrthCarolina
ittra�rll�
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

;t Name: 19cy " RV- I Review Date: /
Project Number: �o�, � Reviewer: P,YN-, T
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE -REVIEW ,
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for $46iff's submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTI A — Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
ary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
nsure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htm[#DELEG.
SECTION B —Permit Information
�oject is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project'). BIMS will pull the previous signing official and affiliations information.
Please go throuqh all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
nt a private entity?
Own (i.e. lease) units, lots, parcels, etc?
1. .
FAST -TRACK Application Review. Procedures 2003 (Rev 2106)

)
�enience and Necessity?; 2H'.0205(d)(2)
♦ Required if the applica t is a public utility. In lieu of a Certificate of Publi
Convenience and Neces ity, they may submit written approval from the
North Carolina Utilities Co mission's Public Staff that states that the utility is
allowed to provide utility se ice in the subject project area. Note that the
project name on the applicati n and on the CPCN must match. Contact the
NCUC Public Staff if questions rise. This is NOT REQUIRED for a
municipality or county! Example of companies that would provide a CPCN
are Heater Utilities or Carolina W ,er Service, etc.
Operational Agreement? 2H .0205(d)(2
♦ Operational Agreements are only require' ,if the applicant is not a public
entity.(i.e. Town, County, etc.) or public utiIN as designated by the North
Carolina Utilities Commission AND the lots b ng served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill ou the DEVELOPER
Operational Agreement (FORM: DEV 02/03). A eveloper may be
responsible for the system for an interim period u til the homeowners
association is.formed, at which time a Permit Nam /Ownership Change
request (FORM: PNOCF 06/00) will be needed to ransfer the permit to
the HOA.
♦ If the applicant is.a homeowners' association P OA), they must fill out
the ASSOCIATION Operational AgreementORM: HOA 02/03 The
HOA must be registered with the Secreta of State's office and must
provide a copy of the Associations' Byla s and Articles of Incorporation.
These documents should be reviewed o ensure that all applicable
language regarding the collection sy em is included as is required by
the Operational Agreement.
♦ The Operational Agreem/shoulde attached to the permit and
incorporated into the lanpermit. Please note that Operational
Agreement language shltered without approval from the
Attorney General's Offical Agreements are available at
htt ://h2o.enr.state.nc.usm the collection system applications
page.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit. (F- ,o <AJ —1 & JQQcrVI n/ Cs-- P a 49, JJ
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF..
Do not accept a flow acceptance letter that. was issued more than one year prior to the
receipt of the package.
s Ensure that the owner'accepted the entire volume of flow listed in application.
FAST -TRACK Application, Review Procedures 2003 (Rew2/06)

Main,Problems Noted: A flow acceptance letter is, provided by-the.;receiving, WWTP owner but:,,
riot. the, downstream'sewerowner which' both are differentfrom1116,applicant. Example, private
developer in, Knightdale.. Both Knightdale and Raleigh would need -;to provide a -flow acceptance.,.'
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
Wastewater industrial or domestic in nature?
♦ Most projects will be for.wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
__is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0219(!)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
Adequate infttation provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Env\NotedA
sment may be required if there are 3 miles of gravity sewer over
18-inches in diaC I .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problemsentity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and noted
Adequate information provided rega ing the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment ay be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C 0100)\applicable
If there are any questions about whether an EA
may be required, discuss with your supervr contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
® Power reliability at the pump station prin accordance with Section 5.04 of the
Minimum Design Criteria for the Fast-P mitting of Pump Stations and Force Mains
document (i.e. dual line feed, portableator telemetry, permanent generator with
automatic transfer switch, wet well stonear ss C waters)? Note 1: Section C of the
FTA has to be completed and show a C downs pe water in order to use wet well
storage as a reliability option. Include ecial Condit n in the permit. You will need to
ask for storage calculations and the poutage data. No 2: Ensure telemetry is specified
if a portable generator is called out. Cith the engineer ' unsure. Note 3: Ensure an
automatic transfer switch (ATS) is speif a. permanent (sta by) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify priate or applicable pow reliability option
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Project designed in accordance-w,ith .15A NCAC 2H , 0200,, the!.Gravity, Sewer Minimum Design
Criteria and the Minimum Design "•Griteria for'the Fast -Track -Permitting, of Pump Stations, and'
Force Mains document (as.applicable)? NO, will be checked in -Item B(12) of the.
FTA.
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number owner and project name The Central Office will review the variance request and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C — Watershed Classification
Color topographic map submitted?
Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTION D —Applicant Certifications
Signing Official's signature? 2H .0206(b)
e Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H .0205(d)(1)(A)(iii)
® Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone] .
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary._ Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are,saved electronically, by permit number under issued year and month.
•
nReview ProcedFAST-TRACK AppIicatioures 2003 (R'eu 2/06):

ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: approximately 40 linear feet of 12-inch diameter gravity sewer, a 180 GPM duplex
style sewage pumping station with audible and visual high water alarms, a permanently installed
emergency power generator with automatic transfer switch and telemetry and 13,050 linear feet of 6-
inch diameter force main
Complete and submit this form to the Asheville 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
LP
Partial ❑ Final
I,�`D1a,4 as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ([P periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable-the-Divisip,n_s,.Minimum Desig'ri ~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 Engineers
seal, signature, and date:
..................................................................................................
��""��°���®ms� SEND=TH'ISFORM &" PORTING DOCUMENTATION
WITH REQUIRED ATTACHM-ENTS TO THE FOLLOWING ADDRESS
- - ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

T. A Haney
Consulting Engineers, PA
December 19, 2008 •
J
Mr. Roger Edwards
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Partial Certification
Sewer System Improvements
For Valley River V Park
Town of Andrews
Cherokee County, North Carolina
Permit No, WQ0032432
Dear Mr. Edwards:
Please find enclosed one (1) copy of the Engineering Certification and one (1)
copy of Record Drawings for the above mentioned project. This is a Partial Certification
for approximately 10,500 linear feet of 6-inch sewer force main installed along US
19/74/129. This section of the sewer force main was installed prior to the completion of
the remainder of the project due to time constraints of the North Carolina Department of
Transportation Encroachment Agreement. The Final Engineer's Certification will be
submitted at the completion of the entire project.
If you have any questions, or require additional information, do not hesitate to
call.
Sincerely,
T. D. Haney Consulting Engineers, PA
T. Dean Haney, PE
Enclosures
cc: Rick Jones w/encl.
Bill Greene w/encl.
A
04-105/re I 9decOS
69 Jenkins Vallee Foad Alexander, North Carolina 25701
[phone] Phone/ FAX

.:i.C/�r;�{F�'�t.�tk.R^te-11CiI,r 6 ..•
LF
Michael F. Easley;oGeriio1"'
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 1-I. Sullins, Director
Division of Water Quality
Asheville Regional Office
June 22, 2007
Mr. John R. Browp, Mayor
Town of Andrews
1101 Main Street
Andrews, North Carolina 28901
Subject: Permit No. WQ0031858
Town of Andrews
Valley River Estates
Wastewater Collection System Extension
Cherokee County
Dear Mr. Brown:
In accordance with your application received on June 19, 2007, we are forwarding herewith
Permit No. WQ0031858, dated June 22, 2007 to the Town of Andrews 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 incorporated therein by
reference. Please notify Roy Davis or Don Price by fax or telephone (numbers below) when you begin
construction of this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; 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
the North Carolina -licensed Professional Engineer named 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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
One
NorthCarolina
Jxdltllnvlbf
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Town of Andrews June 22, 2007 Page 2
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 Town of Andrews for the construction and operation of approximately 8,930 linear feet of
8-inch diameter gravity sewer, a 102 GPM duplex style sewage pumping station with a permanently
installed emergency power generator and telemetry and 2,022 linear feet of 4-inch diameter force main
to serve Valley River Estates, a residential community, and the discharge of 39,360 gallons per day of
collected domestic wastewater into the Town of Andrews's existing sewerage system, pursuant to'the
application received on June 19, 2007 and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design.Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and/Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Andrew's
Wastewater Treatment Facility (Permit No. NC0020800) 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 Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Cherokee County Building Inspector
'tag T' ���aM, eG:,1 r (k t; l it (�l z,C0f 201 t 0��
Joseph J. Meliski, PE
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
VALLEY RIVER ESTATES
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT W0003'1858
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater, collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12; '1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; .and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volt.i TIe of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by .15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. WQ0031858, Town of Andrews. Valley River Estates, Cherokee County, June 22. 2007
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T.116; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the. Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimurn 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 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:

Permit No. W00031858. Town of Andrews. Valley River Estates, Cherokee County, June 22007 _
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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 22d day of June, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for C en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031858

Permit No. W00031858. Town of Andrews. Valley River Estates, Cherokee County, June 22, 2007
ENGINEERING CERTIFICATION -FROST CONSTRUCTION
System Description:
8,930 linear feet of 8-inch diameter gravity sewer, a 102 GPM duplex style sewage pumping station
with a permanently installed emergency power generator and telemetry, and 2,022 linear feet of 4-inch
diameter force main
Complete and submit this form to the Asheville 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer 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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

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State of North Carolina
Department of Environment and Natural Resources
JUN 19 2007 t Division of Water Quality
o FAST -TRACK APPLICATION
WATER QUALITY ECT
tASHEVILLE REGIO<�4LrVI Y SEWERS, PUMP STATIONS, AND FORCE MAINS
REG10J
(Pressure sewers systems are not to be included as part of this application package)
.. � �Y .-ice'::+. F:. �,!il""::),.:4vr.:,e .•hi.; 2
INSTRUCTIONS: -Indicate that•you R'ave•included7gdBressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12 .
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements _ Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

RM"sW__K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mail
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Application Number:. C. d
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DW4 i 111@4111
9.
Owner.
1a.
Town of Andrews
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
............. _... _.._...__................_........................__............................ ---------- ... ...............................
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1 b.
John Brown, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
_.........._...._........._......................._..._._.....__.... _.... __..... .............................. _......__.._._.._.__...................... -..---............ ... ....................................---
.... _................ _................ _......_._ .......................... _... ...._.__........_.............. --..._..
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify);
®
1d.
1101 Main Street 1e. Andrews
U.
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Mailing Address City
1f.
North Carolina 1g. 28901
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--- ..............................
State Zip Code
--.._.....__....._...._.............. __............. ............_................ ...... .___........................... ----.._._................... ..._...._........... ..... o.......... _..._.................................. ............................... ..._......... _:.._.__..__._.................. ............_................................ _.... .....
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828-321-5111 1 i.
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Telephone Facsimile E-mail
...... .........................._....,.......................................................... ........................................ ............................................... ......._................................... ............_._..................................... .......................................................... ..................... .......................... ....
(�
2.
Project (Facility) Information:
J
2a.
....................._..............---...... .._............................................. _................. -.........................
Valley River Estates 2b. Cherokee
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..
.__.._....._.........._...
Brief Project Name (permit will refer to this name) County Where Project is Located
_.. .....___.._-_....._._.._._ . ............_..._.______ _-____...... __.__ -._.._-._._.-.___..__W_....._..__.-..-__._______.._......_,.__......___—____............._,_.__._,.,,._.,___..-._._.-..,..-_..__._-_............
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3a.
J. Meliski, P.E., McGill Associates, PA — Design Engineer
.....................................................
Name and Affiliation of Someone Who Can Answer Questions About this Application
I ........... ............. _.._..............
3b.
............................ ..._.................... ...................................................... ......................... .......... ................................ ...
828-252-0575 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For
modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate
project information in B(7) and B(10-11) that has already been included in the original permit.
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
_........._ _....._.. - —. — _... -. ............ -....
If private, applicant will be: i 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction III)
Z
El Leasing units (lots, townhomes, etc. -skip to Item 8(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
o
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
..............__...._.._...... --._...._.._........._........_._—.__........._...----...................__._....—_..._........
Town of Andrews I
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Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Town of Andrews 4b. NC0020800
Name of WWTF WWTF Permit No.
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'5a.
Town of Andrews 15b. 6"
JEI Gravity 5c. not known
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Owner of Downstream Sewer (Receiving Sewer Size
® Force Main Permit Number of Downstream Sewer (if known)
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
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❑ Apartments/Condominiums ❑ Institution o
/o Domestic/Commercial
a
El Home Park ❑ Hospital
❑ School ❑ Church
❑ Restaurant ❑ Nursing Home ;-Ot tier p
- eeify
❑ Office El Other (specify):
---------------
r -
.............. ....__..-........_.. ----.-�- ....... _._.....- .... _.... ....___ ._. _.... —_............... ...--..........
7.
- _.... - _.._ ........ :- _.._...._I.
Volume of wastewater to be allocated for this particular project: 39,360 gall©ns y`--�"
*Do not include previously permitted allocations
i JUN 19 - �.
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that conne�t to his lie `---�
❑ Flow has already been allocated in Permit No.WATER QUALITY SECTION
❑ Rehabilitation or replacement of existing sewer with no new flow expected ASHEVIi.I_E REGIONAL C-FICE
FTA 02/03 - Rev. 3 04/05

qwi CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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).
96 single family lots x 3 bedrooms per unit x 120 GPD/bedroom = 34,560 GPD
20 townhomes x 2 bedrooms per units x 120 GPD/bedroom = 4,800 GPD
TOTAL FLOW = 39,360 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
...........
8,930 I Gravity
.................................................................................._................................................................ .
4 2,022 ! Force Main
...........-............... _-_ .__.......... _.................... _......
ENTER TOTAL LINE LENGTH IN MILE
2.08
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID E Power Reliability Option
(self chosen —as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3-
plans for cross-reference (MGD)GPM @TDH
....._.. ___. ......... ............. portable
generator w/telemetrv; 4-wet well storaoe)
SSPS 1 0.15 MGD f 102 GPM (a) 88' TDH
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
3. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater?
❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons?.......Check..if.yeS.....❑..................................................._............................................_...................... __._...............................................................
These._lines will be_considered_high_prionty and._must be_checked once every_ six month..s.._,. _ ..__. -
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

4WFA"ST-TkCK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
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1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and 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) OR indicate the following:
-........._................................................................_......................................................................................................... ............ ............._................................ _... ................................. _.... _.._............ ................ _.._.....
..................................................._...................................
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
_.......__......_._. _..__.____..__ _ _.__._ __ ___.�_.__.---_. _...._ _ _._..__.___.____....._____.____.._._..._.__._._.___._._____._______-__-
❑ 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 - as shown on Name of
map for cross-reference) i Waterbody County
1 Valley River Cherokee
Waterbody Stream:: Waterbody
River Basin Index Classification
Hiwassee 1-52 C;Tr
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, John Brown, Mayor, attest that this application for the Valley River Estates Water and Sewer System
Improvements has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that it
all required parts of this application are not completed and that if all required supporting documentation and attachments
are not included, this application package is subject to being returned as incomplete. Note: In accordance with North
Carolina General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
07
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S, ni g Official Signature
I Engineer's Certification:
/ attest that this application for the Valley River Estates Water and Sewer System Improvements has been reviewed by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Joseoh J. Meliski
Professional Engineer Name
2b. McGill Associates, PA
Engineering Firm
2c. 55 Broad Street
Mailing Address
_ _... ...._..__._.......-.............................. ...._................. ...._...................
.
2d. Asheville
City
828-252-0575 2h. 828-252-2518
Telephone Facsimile
e. NC 2f. 28801
State Zip
E-mail
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

HIWASSEE RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Tusquitee Creek
Tusquitee Creek
Tweed Branch
Underwood Branch
Upper Bell Creek
V�1j].ey R-iV r
Vengeance Creek
Vineyard Creek
Wagon Timber Branch
Walker Branch
Walker Mill Creek
Watkins Creek
Watson Branch
Weaver Branch
Webb Creek
Webb Creek
Welch Mill Creek
Wesley Martin Branch
West Nelson Creek
West Prong Grape Creek
Wheeler Branch
Whitaker Creek
White Branch
Will Creek
Will Mason Branch
Will Scott Creek
Wilson Creek
Winchester Creek
Wolf Creek
Wolfpen Branch
Wood Creek
Woody Branch
Worm Creek
Wright Branch
HIWO1
1-21-(4.5)
G04SW2
C;Tr, HQW
HIWO1
1-21-(16.5)
G0.3SE5
WS-IV;Tr,HQW
HIWO1
1-42-11-3
G03SW7
WS-IV
HIWO2
1-52-32-4
G03NE1
C
HIWO1
1-2-1
H04NW1
C
Z'W'.2
5.2
G'L 4NW.
; Tx
HIWO2
1-52-45
G03NW9
C;Tr
HIWO1
1-5-5
G04SWG
C;Tr
HIWO2
1-52-58-4
G03NW7
C
HIWO1
1-42-1-3
G03SW9
WS-IV
HIW02
1-58-8
G02SW9
C
HIWO2
1-52-6
G04NW1
C;Tr
HIWO1
1-29
G03SW6
WS-IV
HIW02
1-52-25-11
G03NE6
C
HIWO1
1-42-1-1
G03SW9
WS-IV
HIW02
1-52-32
G03NE1
C;Tr
14IWO2
1-52-40
G03NW3
C;Tr
HIW02
1-52-65
G03SW1
C
HIWO2
1-52-5
G04NW1
C;Tr
HIWO2
1-60-1
G02NE7
C
HIW01
1-27-8
G03SE2
WS-IV;Tr,ORW
HIW02
1-52-33
G03NE4
C
HIWO2
1-52-25-3
G04NW4
C
HIWO2
1-57-1
G03NW1
C
HIWO1
1-42-8
G03SWB
WS-IV
HIWO2
1-47
G03SW1
C
HIW02
1-52-56-2
G03NW8
C
HIWO1
1-42-3
H03NW2
WS-IV
HIWO2
1-92
GO1SE8
C
HIWO1
1-27-9
G03SE2
WS-IV;Tr,ORW
HIWO1
1-3
H03NE2
C
HIWO2
1-57-1-1
G03NW1
C
HIWO2
1-52-24
G03NE6
C;Tr
HIW02
1-52-3
G04NW1
C;Tr
Page 10 of 10
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MC G_ i-I 1.
A S S O C I A T E S
June 15, 2007
Mr. Roger Edwards, P.E.
N. C. Department of Environment &
Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Edwards:
;;.lby-:ytC7ti^3y4�4WiH.?�LR • •,.--*-.ysar,�; rr;c��. qr}Y��'�r,`5;,'tiTM?'=�.,ju,.wfr�iyY!•�7„'x.a.•o,�yy� rY, .1. .. �...
JUN 19 2007
WATER QUALITY SECTIOt`J
ASHEVILLE REGIONAL 07GICE
Re: Valley River Estates
Water and Sewer Improvements
Town of Andrews
Cherokee County, North Carolina
Please find enclosed one signed original and one copy of a completed Fast -Track
application form (FTA 02/03), the application fee in the amount of $400, a color quad map
.section depicting the project location, and pertinent stream classification information. This
project will be an expansion of the Town of Andrews wastewater collection system.
The proposed project, consisting of 8-inch gravity sewer, 4-inch forcemain, and a
pump station, will connect to an existing 6-inch sewer forcemain along US 19/74 outside the
Town of Andrews. The extension will serve a planned residential development within the
project area.
Please review the enclosed information at your earliest convenience. Should you have
any questions or require additional information please contact me immediately, and thank you
in advance for your assistance.
Sincerely,
McGILL ASSOCI TES, P.A.
J. ELISKI, P.E.
Project Manager
Enclosures
Cc: Jim Dockerty
Bill Green, Town of Andrews
07522/rel5jun07.doc
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

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Ca -2,0-off
FAST -TRACK APPLICATION REVIEW PROCEDURES
Review Date: (n 6 C) O 0
Reviewer:
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump.Stations, and Force Mains" (FORM: FTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10199. Additionally,
any,projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE -REVIEW ;
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that_is found to be incorrect and/or lacking must be requested via an Additional
In ormation Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTI Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
e ary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
nr that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http-.//h2o.enr.state.nc.us/PERCS/spraypci.html#DELEG.
ECT Permit Information
P— Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
>""' Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
• 1
FAST -TRACK Application Review Procedures.2003 (Rev 2/06)

Sell units, lots, parcels, etc? -
Certificate of Public Conveniknce and Necessity? 2H .0205(d)(2)
♦ Required if the applicant is public utility. In lieu of a Certificate of Public
Convenience and Necessity, hey may submit written approval from the
North Carolina Utilities Commi sion's Public Staff that states that the utility is
allowed to provide utility service in the subject;project area. - Note that the
project name on the application d on the CPCN must match. Contact the
NCUC Public Staff if questions ari e. This is NOT REQUIRED for a
municipality or county! Examples o companies that would provide a CPCN
are Heater Utilities or Carolina Wate Service, etc.
Operational Agreement? 2H .0205(d)(2
♦ Operational Agreements are only require f the applicant is not a public
entity (i.e. Town, County, etc.) or public utili as designated by the North
Carolina Utilities Commission AND the lots b 'ng served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill o4 the DEVELOPER
Operational Agreement (FORM: DEV 02/03). developer may be
responsible for the system for an interim period ntil the homeowners
association is.formed, at which time a Permit N e/Ownership Change
request (FORM: PNOCF 06/00) will be needed o transfer the permit to
the HOA.
♦ If the applicant is a homeowners' associa on (HOA), they must fill out
the ASSOCIATION Operational Agree nt (FORM: HOA 02/03 The
HOA must be registered with the Secr ary of State's office and must
provide a copy of the Associations' laws and Articles of Incorporation.
These documents should be revie d to ensure that all applicable
language regarding the collection ystem is included as is required by
the Operational Agreement.
♦ The Operational Agreement shod be attached to the permit and
incorporated into the language f the permit. Please note that Operational
Agreement language should t be altered without approval from the
Attorney General's Office. O erational Agreements are'available at
htt ://h2o.enr.state.nc.us/P RCS/ from the collection system applications
page.
Approval of flow to receiving sewers and WWTF? (i.e. P4.procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
,--- treatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted -the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev.2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
Wastewater industrial omestic in �erthat
?
e Most projects will a is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator.or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
__C_____Elew-i6Iume calculated correctly? 2H .0219(l)
♦ Ensure that. the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved' before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted'in future wastewater collection system extensions. Although, we
do allocate "unknown", flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
irate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

�Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum De
9 Y
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item 13(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name. The Central Office will review the variance request, and
if approvable, specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our re9s or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C-= Watershed Classification
o��-Topographic map submitted?
! _/4"atershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTION D —Applicant Certifications
4__,SigTfing Official's signature? 2H .0206(b) '
♦ Ensure that the applicant's signature is the same personas that listed as the applicant's
signing official on Page 1 of the application form.
PE"stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
e--�/Adequate information provided for the engineer/engineering firm?
\_PIE-vGith active license in North Carolina? 2H .0205(d)(9)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone] .
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
i Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

a Project
4 If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete— missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2106)

If the region wishes to perform a detailed review — look for items not meeting the mini
criteria or outside of the permit. For instance, minimum cover; slope; minimum separ
line size changes; length; reroutes; additional lots than permitted; pump station alarm
times; no indication of record drawing (as-builts) on plans; no PE seal or note about r
(land surveyor seals are not appropriate). A certification checklist is being developed
Regardless of review, certifications need to be processed as this closes out the perm
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

54913
WGILL ASSOCIATES, P.A.
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Branch Banking and Trust Company
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ASHEVILLE, NC 28802
66.1121531
PH: [phone]
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$400.00
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TO THE
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OPERATING ACCOUNT
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Raleigh NC 27699-1633

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T. A Haney
Consulting Engineers, PA
September 19, 2007
Mr. Roger Edwards
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Water and Sewer Improvements
For Mountain Creek Village
Town of Andrews
Cherokee County, North Carolina
Permit No. WQ0030909
Dear Mr. Edwards:
Please find enclosed one (1) copy of the Engineering Certification and one (1)
copy of Record Drawings for the above mentioned project.
If you have any questions, or require additional information, do not hesitate to
call.
Enclosures
cc: Charles Fargason w/encl.
Bill Greene w/encl.
Sincerely,
T. D. Haney Consulting Engineers, PA
T. De _y
Pn'
i
SEP 2 1 2007
WATER QUALITY SECTION
ASHEVILLE
06-12 1 /re I 9scl)07
69 Jenkins Vallee koad Alexander, North Carolina 28701
[phone] Phone/ FAX

0
ENGINEERING CERTIFICATION — POST CONSTRU
System Description:
1,055 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with 11
• One copy of the project record drawings (plan & profile views of
system extension
n SEP 2 2007
s
1
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
op
Nalt.�s) ofstti`e�vvstwater ollectiorr- F
• 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
I, �•��/�� �t,�MEY , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .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:
#1A01
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS.TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
I,n SURFACE WATER PROTECTION SUPERVISOR
'A
1 ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
�A'A SWANNANOA, NC 28778
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.

y p, 6tl :Ynd?47:i t c.,3
" Michael-F. Easley, Governor
OF \N A F9
�O QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Q " - Division of Water Quality
Asheville
October 23, 2006
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Permit No. WQ0030909
Town of Andrews
Mountain Creek Village
Wastewater Collection System Extension
Cherokee County
Dear Mr. Brown:
In accordance with your application received on October 11, 2006, we are forwarding herewith
Permit No. WQ0030909, dated October 23, 2006 to the Town of Andrews 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 incorporated therein by
reference. Please notify Roy Davis or Don Price by fax or telephone (numbers below) when you begin
construction of this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; 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 the North Carolina -licensed Professional Engineer named 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.
Asheville Regional Office Internet www.ncwaterquality.org.
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
NonrthCarohna
Naturally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Town of Andrews October 23, 2006 Pags
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 Town of Andrews for the construction and operation of approximately 1,055 linear feet of
8-inch diameter gravity sewer to serve Mountain Creek Village, a residential community, and the
discharge of 6,960 gallons per day of collected domestic wastewater into the Town of Andrews's
existing sewerage system, pursuant to the application received on October 11, 2006 and in conformity
with 15A NCAC 2T .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 Town of Andrew's
Wastewater Treatment Facility (Permit No. NC0020800) 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 Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Cherokee County Building Inspector
T. Dean Haney, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
MOUNTAIN CREEK VILLAGE
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0030909
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 .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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that. are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
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 §143-215.1 C.

Permit No. W00030909. Town of Andrews. Mountain Creek Village, Cherokee County, October 23, 2006
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, .NC 27699-1617.
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 2T .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 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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:

/00030909. Town of Andrews. Mountain Creek Village, Cherokee County, October 23. 2006
,r process unit failure, due to known or unknown reasons,
of adequate wastewater transport, such as mechanical or
blockage or breakage, etc.; or
that renders the facility incapable
electrical failures of pumps, line
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 this 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 (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), 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 23d day of October, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L=• MC
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030909

Permit No. W00030909, Town of Andrews. Mountain Creek Village, Cherokee County, October 23, 2006
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
1,055 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville 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.
ENGINEERS 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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
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.

W Alrfl,
i
F
OC T 1 1 2006
l,,•
F�RCE 3 i .
State of North Carolina
of Environment and Natural Resources
Division of Water Quality
r f. I WATER QUALITY SECTION i FAST -TRACK APPLICATION
ASHEVILLE REGIONAL OFFICE
u o YI'TY ,SEWS, PUMP STATIONS, AND FORCE MAINS
, (W' ssute,sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B02).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF, The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VI1). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
mental Assessments — If this project is subject to an Environmental Assessment (EA) 116A NCAC
this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
it, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of.No
F,n
ignificant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued: A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
(704) 66MO40 Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
(336) 7714631 Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http //h2oenrstatenc. us/peres/

...
_
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Town of Andrews
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Legal Name (company, municipality,HO util'�Yf etc.)
8
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John R. Brown, Mayor
)�-
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
_ __. _ -_....... _ _._.... __..._ _ _._._.. . _.._ ........ ........ ................
1 c.
The legal entity who will own this system is:
'
❑Individual El Federal ® Municipality❑ State/Count ❑ Private Partnership ® Corporation Other (specify):
01
d.
PO Box 1210 le. Andrews
Z
Mailing Address City
1f.
------------------ ---_-- ------ — ----- --
NC
1g. 28901
Zi
p ip Code o e
1 h.
828-321-3113 1 i. 828-321-4159 '1 j. I
'
:............ .......
Telephone Facsimile E-mail
.......-._._................ ........._..__..._._...-_._......_........................... _..:_._._...__...._...._._..._........... _... _.................. -------:......._................................. __.._.... _..._.._............. .................._...._.._....._....._............._......_.._._....:._._..._._.-....... .._.......-._...................._.._
V
2.
Project (Facility) Information:
J
2a.
--- - -- -- - - --- - - ----------- --- --- --- ------- ------- --------- ----- ----- ------------------------
(Water and Sewer System Imp. For Mountain Creek Village 2b. Cherokee
....::
Brief Project Name (permit will refer to this name) County Where Project is Located
------------- -------- ------- - - - ------ ----------- - -- - -- ------------------------------------------ ------------------
3.
Contact Person:
" 3a.
T. Dean Haney - Engineer
'
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
_ _... ---._ .... _.... - . - - — -- -- -
828-683-9219 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate
project information in 13(7) and B(10-11) that has already been included in the original permit.
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))as­`
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or. ❑Public Utility (Instruction Ill)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
1--
'3.
Town of Andrews
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a.
Twon of Andrews �fP '4b. NC-0020800
WV1
Name of WWTF WWTF Permit No.
.:A:::::115a.
Town of Andrews 15b. 8"
® Gravity II5c. - Not Available
Owner of Downstream Sewer ;Receiving Sewer Size
❑ Force Main i Permit Number of Downstream Sewer (if known)
6.
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
® Apartments/Condominiums ❑ Institution 100 % Domest
W
la
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church
❑ Restaurant ❑ Nursing Home ;k °!o ®t#te ( IfYY�:
❑ Office El Other (specify): 1, c•;
7.
Volume of wastewater to be allocated for this particular project: 6.96O'
*Do not include previously permitted allocations (; . V��prlay­
8.
OCT
If the permitted flow is zero, indicate why:
f ne
❑ Interceptor Line - Flow will be permitted in subsequent permits that poiLdEVI"
❑ Flow has already been allocated in Permit No. ',R QUALITY SECTION
OFFIG�E
❑ Rehabilitation or replacement of existing sewer with no new flow excLLE REGIC�IJP.L
W

13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? []Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
..._..---. _-------- ...... ...._.....-.._ .. .......
14. Does this project involve aerial lines or siphons? Check if yes: ❑
,;These lines. -will be -considered hiah.nriority_and-must be checked_ once. everv_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 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering cerlifcation.

TION for GRAVITY SEWERS, PUMP STATIONS, ANID FORCE MAINS PAGE 5
I
Xe
Y
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and 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) OR indicate the following:
..._..._....._______._....__..._..__..._....._.__._..._.._.___.____.._..._...._._...._....______..__...__.___.__..___._.._.___..._.._._
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
----- --- ------ - - — --- -------- ------------- ------ --------------- ------ ----- —--------------------------------------------------------------- —-------------—------------- --
El Stream Classification is not needed because the design does not depend on wet well storage as a ower reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of
rrtaa for cross-reference! Waterbod
1.
a.
Waterbody Stream Waterbody
River Basin index Classification
Junaluska Creek I Cherokee Hiwassee 1-52-25 C-Trout
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Certification.
11 JOHN R. BROWN attest that this application for Water and Sewer
System Improvements for Mountain Creek Village has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting documentation and attachments are not included, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215 6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
Official Signature
onal Engineer's Certification:
S/30/06
::::: I attest that this application for Sewer Water and Sewer System Improvements for Mountain Creek Village has
Q been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in
IY 9 P P
accordance with Division guidance. Although certain portions of this submittal package may have been developed by
~ other professionals, inclusion of these materials under my signature and seal signifies that l have reviewed this material
LU' and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-
V; 215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10.000 as well as civil
& Date

E E Ei
CT 1 1 2006
QUALITY SECTION
ECTION
ASH�::VILLE REGIONAL OFFICE

" T. D. Haney
Consulting Engineers, PA
October
Mr. Roger Edwards
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
E C E-
` OCT 1 1 2006
6 f
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
RE: Water and Sewer System
Improvements
Mountain Creek Village
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Edwards:
Please find enclosed, for your review, the following:
® One (1) original and one (1) copy of the executed Fast Track Application for Gravity
Sewers, Pump Stations and Force Mains, with supporting documents.
• Two (2) copies of the location map.
• One check in the amount of $400.00.
The project is located on US 19 Business, approximately 0.35 miles west of the
intersection of US 19/74/129 and US 19 Business 19 and east of the Town of Andrews in
Cherokee County, North Carolina, and involves the construction of approximately 1,055 linear
feet of 8-inch gravity sewer line. The proposed sewer line will be constructed of SDR 35 PVC
pipe. The proposed project is designed to serve a new vacation cabin development with
approximately 29 cabins, with an estimated average flow of 6,960 gpd.
If you have any questions, or require additional information, do not hesitate to call.
Sincerely,
T. D. Laney Consulting Engineers, PA
T. Dean Haney, PE
Enclosures
cc: Bill Greene
Charles Fargason
06-121 he0oct06
69 Jenkins Valley Foad Aaander, Nor6i Carolina 28-101
( 828) 68--9219 Phone/ FAJC

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
�l'e�t�ter as Knightdale will trans o the wastewater and Raleigh will treat the wastewater.
`� Wastewater industrial Edfomestic in ture?
Most projects willewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
C1—/ Flow volume calculated correctly? 2H .0299(l)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
�-- Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to..
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
{ automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

roject designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
r
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name. The Central Office will review the variance request, and
if approvable, specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C - Watershed Classification
C__--�- Color topographic map submitted?
watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTION D -Applicant Certifications
Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
L�Adequate information provided for the engineer/engineering firm?
----_PE with active license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦' Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
dratted permit through PERCS first before issuance.
♦ It is pfeferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template -to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the 6omment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to,;.,
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

,f
♦ If the region wishes to perform a detailed review — look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
♦ Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06) .

66-7027/2531 2342
T.D. HANEY CONSULTING ENGINEERS PA 0000566113
69 JENKINS VALLEY RD. PH. 828-6133-9219
ALEXANDER, NC 28701 DATE \0,
PAY TO THE
ORDER OF $
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director `
Division of Water Quality
Asheville
May 26, 2006
Mr. John R. Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Permit No. WQ0030305
Town of Andrews
Bridal Veil Path
Wastewater Collection System Extension
Dear Mr. Brown:
Cherokee County
In accordance with your application received on May 12, 2006 we are forwarding herewith
Permit No. WQ0030305, dated May 26, 2006, to the Town of Andrews 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 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 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; 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 the North Carolina -licensed Professional Engineer named 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.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
NorthCarolina
Natural&

Town of Andrews May 26, 2006 Page 2
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
Town of Andrews for the construction and operation of approximately 800 linear feet of 8-inch gravity
sewer to serve Bridal Veil Path ( a 13 home residential subdivision) and the discharge. of 4,680 gallons
per day of -collected domestic wastewater into the Town of Andrews', existing. sewerage system,
pursuant to the application received on May 12, 2006 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 Town of Andrews'
Wastewater Treatment Facility (Permit No. NC0020800) 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 Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality .
cc: Cherokee Co
T. Dean Haney, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF ANDREWS
BRIDAL VEIL PATH
CHEROKEE COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0030305
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
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 (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
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 §143-215.1 C.

Permit No. W00030305 Town of Andrews Bridal Veil Path Cherokee County May 26 2006
Q
This permit shall not be transferable. In the event there is a desire for the wastewater a
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. Upon completion of construction'and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Anyailure 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 this 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 (919)
733-3300. Persons reporting any of the above. occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
Knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition I(2), 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 26th day of May, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ti
for Alan Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030305

Permit No. W00030305. Town of Andrews Bridal Veil Path Cherokee County. May 26 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
800 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville 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 chances 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
I, , 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 above referenced
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
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA; NC 28778
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 _ PLICATION fdy,GRAVITY�SEWERS; PUMP STATIONS ,AND FORCE MA
OF W ATFh, j' State of North Carolina
Dep t edt of Environment and Natural Resources
„,.
vr MAY 1 2 2006 Division of Water Quality
> =
FAST -TRACK APPLICATION
ffiCAaVL11Tyls I'RS PUMP STATIONS AND FORCE MAINS
ASHEVILLE REGIO AL F-I
— Pressure -sew rs systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed th'8�'following..list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
ER I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
EP II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
[� VII. Stream Classifications — Section C
I If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
II. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
j IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:1
(to be completed by DWQ;
Owner. r,,.� nc d�rl�l7u~,JS
----r�-•..-rc—..--------_--�--- -- —--------- ---
1 a. —
Full Legal Name (company, municipality, HOA, utility, etc.)
-- �. BDOWN1 M
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1 b.
d D
F
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
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1 c.
I
_—
The legal entity who will own this system is:
�1
❑ Individual ❑ Federal (1JMunicipaliy ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify)_ —
0
d.
JW SL-X IS)y 1 e. ti1 S
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Mailing Address City
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if.
- -- L - -- ---- -- - - ----
h g - - - -- V&vo
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State
Zip Code
1h.
1i.
11j.
~
Telephone Facsimile_
E-mail
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2.
—
Project (Facility) Information:
J
12a.
�1r7E�Ltla� �3f[�I►ISIN Pity- 121ubL\6IL
_
b.
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Brief Project Name (permit will refer to this name)
County Where Project is Located
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3.
Contact Person:
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�3a.
�% d
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
-------------
Phone Number 1 E-mail
1.
Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2
Owner is �4 Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
a.
If private, 9pplicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (instruction IV)
O
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
F-
13.
S
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Dip twygos ow-r'P 4b. Mt, L)pZOf7ob
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Name of WWTF WWTF Permit No.
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5a.
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5b.
Gravity 5c. '
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Owner of Downstream Sewer
Receiving Sewer Size
Force Main Permit Number of Downstream Sewer (if known)
�—
6.
The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartments/Condominiums
❑ Car Wash
El Institution
% Domestic/Commercial
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0.
;
❑ Mobile Home Park
❑ School
I ❑ Hospital
❑ Church L
% Industnal
m
❑ Restaurant
, .
El Nursing Home E
r
o
/o Other (specify).
❑Office
❑ Other (specify): ,
---
7.
Volume of wastewater to be allocated for this particular project: 4&& gallon
p r�• ay
"Do not include previously permitted allocations-wt�--!
8.If
4 MAY l 2 2006
the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that conne-
t to t Eis line
❑ Flow has already been allocated in Permit No.
WATER QUALITY ST� --ECTiON
❑ Rehabilitation or replacement of existing sewer with no new flow expected
ASHEVILLE REGIONAL O=FICE
`FTA 02/03 Rev: 3 04/65

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Pr
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
Nat in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
CAC 21-1.0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach addltlonal sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
�mi nY -
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D
Z
P
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ENTER TOTAL LINE LENGTH IN MILES
_
V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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Location ID
—
Power Reliability Option
(self chosen - as shown on
Design Flow
Operational Point
(I- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference)
GPM @ TDH
portable_generator w/telemetry; 4-wet well storage)-
0
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-
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Ins (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LU
Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No N/A
Stormwater? ❑ Yes [:]No N/A-
114. Does this project involve aerial lines or siphons? Check if yes: ❑ i
These li-nes_wjJtlbe consider-ed-hi-h-r) iofitv_anl-musti e-checked-once ever! six npoths _ 15. Does this project have gravity sewer lines designed at minimum slopes? ❑
�
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
se the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and 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
Z
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Q'
waterbody; AND
V
❑ 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 — � — --_—_�—-r
(self chosen - as shown on Name o
Waterbody ream
y Waterbody
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map for cross-reference) I- Waterbody
County
River Basin
Index Classification
_
,__!
_ -- — — —_
_
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i `PiZ�j L'f ��'• 16—O W A L �LI �il� F20�F.>V
1.1v N% 1- i2- 34UJ
-------
----- --'
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-----------
-- --
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t---
-----
- - -
------
- ---
--- — - .
— -- - --
I Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
j1. Applicant's Certification:
1,Jb6k1.A 900 ►I ,attest that this application for.J'r106 tt LA.�I Fot2 �W�AL Va
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required Q
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as civil penalties up to $25,000 per violation.
a / -Zoo
gning Official Signature Date
2 rofessional Engineer's Certification:
3!�J��2 LIt-i F, L*1C b Af
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1 attest that this application for dal: WP&1 Vi5L 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
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best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
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accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
V
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
LL
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
W
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
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exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a.°�s
Professional Engineer Name I o0o Q' o�°o
Engineering Firm d
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b q A l
2c. P VA V, t
Mailing Address
2d.7, *1 ��� i2e. 2f. 2 D p 000
City I_ State Zip --- BRA
29.,J-
Telephone Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

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T. D. He�% LOCATION MAP' nio-�a
SEWER SYSTEM IMPROVEMENTS v`' `L"''
OS LTII ENGINEERS, : NOrroseA:r
9 �leni:�7s Va!!�y p� BRIDAL VIEL PATH
Avexanjor,. N cardirfa TOWN of ANDREWS nram q Nam.. ..
[phone]. phone/ SAX 06-la-LOC

rs, PA
May 9, 2006
Mr. Roy Davis
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Sewer System Improvements
Bridal Veil Path
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Davis:
Please find enclosed, for your review, the following:
• One (1) original and one (1) copy of the executed Fast Track Application for
Gravity Sewers, Pump Stations and Force Mains.
• Two (2) copies of the location map — Andrews Quadrangle (1990).
• One check in the amount of $400.00.
The project involves the construction of approximately 800 linear feet of 8-inch
gravity sewer line. The proposed sewer line will be constructed of SDR 35 PVC pipe. The
proposed project is designed to serve approximately 13 homes, with an estimated average
flow of 4,680 gpd.
If you have any questions, or require additional information, do not hesitate to call.
Enclosures
E-1
cc: Bill GreeneM Ay 1 2 2006
k;
i. `TI N
L n WATEP;-,c 41oVTX�7,�
ASHEVILLE REGION' ICE
69 ler�ins Valley {load Alexander, North Carohr
(828) 68?-9219 Fhowl FAX

C '
�
MAY l 2 2006 I-%1
-TRACK APDPLICCAQTION REVIEW- PROCEDURES ,
ReviewlDate' co
Project Number: �(,j,I U3 Reviewer: ��
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10199. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE -REVIEW
L_1___l5oes the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Li Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SEkTION A — Application Information
�/V_►j�+- If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htmI#DELEG.
SECTION PermitWormation
Project isModification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
c/ Applicant a public entity (e.g. county, town, sanitary district)?
` Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
1
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H .0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a CertificaV of Public
Convenience and Necessity,. they may submit written approv from the
orth Carolina Utilities Commission's Pubjic Staff that state that the utility is
al wed to provide utility service in, the subject project are .' Note that the
proj\Heatetilities
the application and on the CPCN must atch. Contact the
NCaff if questions arise. This is NOT RE UIRED for a
muounty! Examples of companies that ould provide a CPCN
are or Carolina Water Service, etc.
Operatient? 2H .0205(d)(2
♦ Operational Agree)Rents are only required i he applicant is not a public
entity (i.e. Town, Co ty, etc.) or public u ity as designated by the North
Carolina Utilities Com ssion AND the I s being served by the collection
system are to be sold to ividua, ow rs.
♦ If the applicant is a deve per, ey must fill out the DEVELOPER
Operational Agreement ( : DEV 02/03). A developer may be
responsible for the system an interim period until the homeowners
association is.formed, at is ime a Permit Name/Ownership Change
request (FORM: PNOCF 06/00) ill be needed to transfer the permit to
the HOA.
♦ If the applicant is homeowners' associa n (HOA), they must fill out
the ASSOCIATI N Operational Agreement ORM. HOA 02/03 The
HOA must be gistered with the Secretary of ate's office and must
provide a co of the Associations' Bylaws and icles of Incorporation.
These doc ents should be reviewed to ensure th all applicable
languag egarding the collection system is included is required by
the Op9tational Agreement.
♦ The Op rational Agreement should be attached to the permit an
incorp rated into the language of the permit. Please note that Ope tional
Agre ment language should not be altered without approval from the
Att rney General's Office. Operational Agreements are available at
hAt)://h2o.enr.state.nc.us/PERCS/ from the collection system applications
/ age.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ . Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
�Iowcceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate .sewers are not the
same entity.
o Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

PF
roblems Noted: A flow acceptance letter is provided by the receiving WWTP owner but .
tPP
he downstream sewer owner, which both are different from the applicant. Example, private
pdevelo
per in Knightdale.. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
t/Wastewater industrial o domestic ' nature?
♦ Most projects will be for wastewater that is domestic in .nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
�ow volume calculated correctly? 2H .0299(!),
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to. how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be_ reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if,
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the. MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, :we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre — 1500 gpd/acre. Let the
engineer support his calculation.
!,_ Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 47inch line is
specified and no variance requested
equate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of. the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Project designed in accordance with 15A NCAC 2H .0200, the Gra\
Criteria and the Minimum Design Criteria for the Fast -Track Permitt
Force Mains document (as applicable)? NO will be checked in Item
forward one copy of the supporting documents to the Central Office
permit number, owner and project name The Central Office will re)
if approvable specific language regarding the variance will be forw�
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECT N C — Watershed Classification
olor topographic map submitted?
Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTI N D —Applicant Certifications
Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (N)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
/PE with active license in North Carolina? 2H .0205(d)(1)(A)(N) or 2H .0203(28)
% �♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification (919) 88172293.
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

ect
PPPrf the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
s The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
o If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the,event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

4 If the region wishes to perform a detailed review — look for items not meeting the minim
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation di
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cyc
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
♦ Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

3 7 R4
TOWN OF ANDREWS - ACCOUNTS PAYABLE
UNITED COMMUNITY BANK
•�
ANDREWS, NC 28901
"Provision for the payment of this check has been made
by an appropriation duly made, pursuant to the Local
66 1167/531
Government Budget and Fiscal Control Act."
.;.
I'-UU.L i'LwiLil'teL tiu -La.L 6 diik:! eiiu v�'ia-C.c;
_
DATE
AMOUNT
PAY
TO THE
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ORDER
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OF
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-AVrHORIZED
NGMTURE

3 5 Tow of Andrews. Bridal Veil Path. C er e` May 2 006
ING CERTIFICATION -POST CONSTRUCTI
stem. Description:
'
800 linear feet of 8-inch diameter gravity sewer
_APR
2008
Complete and submit this form to the Asheville regional office with th f011 W "AgIA QUALITY SECT/
• One copy of the project record drawings (plan & profile views of sewerlinesl �o i��eaS�v�r�col io
system extension -1
0 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 [J Final
I,I-D/ EAd wae3e , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (Ep periodically, ❑ weekly, ❑ full time) the construction of the above referenced
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
SEAL
Al I�
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
�� H.D.•;;,y,•4. '`
K
SWANNANOA, NC 28778
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.

>, PA
Mr. Roger Edwards
Division of Water Quality
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090 US Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Edwards:
C 0
April 3, '01 APR - 7 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL CFFIC
RE: Sewer System Improvements
For Bridal Veil Path
Town of Andrews
Cherokee County, North Carolina
Permit No. WQ0030305
Please find enclosed one (1) copy of the Engineering Certification and one (1)
copy of Record Drawings for the above mentioned project.
If you have any questions, or require additional information, do not hesitate to
call.
Sincerely,
T. D. Haney Consulting Engineers, PA
T. Dean Hane , PE
Y
Enclosures
cc: Bill Greene w/encl.
06-101 /reM apr08
69 Jenkins Valley goad Alexander, North Carolina 28101
[phone] Phone/ FAX

Michael F. Easley, Governor
OF W Arf-R William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
yr Alan W. Klimek, P.E. Director
Division of Water Quality
s
August 29, 2003
Town of Andrews
James Dailey Mayor
PO Box 217
Andrews NC 28901
Subject: Engineer Certification
WQ0020337
Happy Top Service Area, Sewer System
Cherokee County
Dear Mr. Mayor:
The Division's Non -Discharge Permitting Unit has received the signed and sealed Engineering
Certification required for compliance with the subject permit and 15A NCAC 2H .0220. Please
note that any record drawings and other supporting documents submitted will be forwarded to
the appropriate regional office along with a copy of the certification. Please keep this letter and
Engineering Certification with your subject permit/record drawings file.
If you have any questions regarding this letter; please contact Division of Water Quality
Asheville Regional Office.
Sincerely,
od'o-, /�)•.�
Glenda M. Rouse
Enclosure
cc: Asheville Regional Office, Water Quality Section
Central Files
McGill Associates
14 DENI
Non -Discharge Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 NCDENR
Customer Service
Phone [phone] Fax [phone] Internet http://h2o.enr.state.nc.us/ndpu 1 800
623-7748

i"
McG
�
A S S O C I A T E S
October 10, 2002
Mr. Kim Colson
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
itte�TE0
" cR.afi UIT OEC 11014
OCT i
NOR-Ulscharge Par itfiag
Re: Permit No. WQ0020337
Happy Top Sewer Line
.Town of Andrews
Cherokee County
Dear Mr. Colson:
Please find enclosed the Engineer's Certification, along with one (1) set of
record drawings for the above referenced project. These documents are being
submitted in accordance with the permit issued by your office dated August 27, 2001.
If you need any additional information regarding this project, please advise.
Sincerely,
McGILL ASSOCIATES, P.A.
MIKE WARESAK, P.E.
Project Engineering Manager
Enclosures
cc: Mayor Mitch Rhinehardt (w/copy of certification)
Marian Hill (w/copy of certification)
Jeff Bishop
99740/kclOoct02.doc
En.g`ineering • Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828=252-0575 • FAX [phone]

***20337 J
ENGINEERS CERTIFICATION
Partial X Final
I, Michael J. Waresak , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, �e) the construction of the
project, Happy Top Sewer System Improvements
the
Andrews, NC (Cherokee County) for
Project Name Location and County
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; 1.5A 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:
The Division of Water Quality hereby
-Scknowledges receipt a}xd «eceptance of this Engineers
Celt-Ification
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. 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. 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.
.NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

t.'BILL HOLMAN
?'.-,SECRETARY
J
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
September 20, 2000
Y Honorable Jim Dailey, Mayor
x3 Town of Andrews
P. O. Box 1210
Andrews, North Carolina 28910
SUBJECT: Town of Andrews
Sanitary Sewer Improvements &
Wastewater Treatment Plant Improvements
Project No. E-SRG-T-99-0056
State Review Comments (2nd Round)
Dear Mayor Dailey:
This office has reviewed the revised plans and specifications, and responses to
our initial review comments dated August 11, 1999, that were submitted by McGill
Associates on August 14, 2000. Attached is a copy of the additional comments that must
be addressed prior to approval. A copy of the comments have been sent directly to your
engineer.
Please note that the revised plans and specifications submitted are only for the
Sanitary Sewer Improvements portion of the project. No revised plans and specifications
and responses have been submitted in response to our August 11, 1999 comments for the
Wastewater Treatment Plant Improvements portion of the project.
Please submit three copies of the revised final plans and specifications to this
office. If in the meantime, I can be of any assistance, please do not hesitate to contact
me at [phone].
Sincerely,
� � �`� •raa.www'�.1«.r.4� fRobert
L. Massengill, P.E.
Project Engineer
SEP 2 529
Enclosures ATER UALITY SECTi0P1
cc: McGill Associates -
ASHEVILL R GIOi�AL OrF{G[� , • .
Y Asheville Regional Office
r
.s. Don Evans
DMU/SRG
`
CONSTRUCTION GRANTS 81 LOANS SECTION
1633 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1633
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

September 20, 2000
Town of Andrews
Sanitary Sewer Improvements
2nd Round State Review Comments
c
1. The plans and specifications can not be approved by this office until the following
documents are submitted to this office:
a. A completed non -discharge permit application and application fee
b. Sedimentation and Erosion Control Permit
C. Corps of Engineers 404, Nationwide, and/or Section 10 Permit
d. 401 Water Quality Certification (if required)
d. NCDOT encroachment agreement
e. Railroad encroachment agreement
All mitigative measures and/or requirements of the these permits/agreements should be
incorporated into the plans and specifications prior to resubmittal.
2. We understand that most of the sewer lines will be laid in the same trench as the existing
-lines and that rock will probably not be encountered in these locations. However, we
believe that subsurface information would be beneficial at highway and railroad crossings
where bores will be used. If a subsurface investigation is not performed, any claims
resulting from changes in subsurface conditions will be ineligible for grant funding.
3. Confirm whether the town owns easements for the areas indicated as "PROPOSED 40'
LIMITS OF CONSTRUCTION" for line `A'. Also, confirm whether the "Proposed"
temporary and permanent easements have been obtained for lines `B', `C', and `D'.
4. Sheet Cl: If there is a sewer line that will be installed by the WWTP contractor at station
10+00, it should .be indicated. Coordination between the two contracts should also be
addressed. ;
5. Sheet C5: The encasement length for the bore under Beaver Creek Road does not appear
to long enough to avoid damage to the road when the bore pit is excavated. NCDOT will
likely require the encasement to extend 5 feet beyond the toe of the slope on .each side.
6. Sheet C6: Confirm whether the sewer line can be constructed as designed without
damage to the existing structure near station 89+80. Additional costs resulting from
claims caused by the close proximity of the sewer line to the structure will not be grant
eligible.

Sheet C7: The manhole station numbers in the plan view do not coincide with the profile
view.
Sheet C8: It is not clear why line A2 is needed. Please provide an explanation or delete
the line.
9. Sheet C8: Confirm whether reconnection of the sewer line(s) servicing the mobile homes
has been addressed since most of the mobile homes are not adjacent to the sewer line. Is
there a central collection line that serves the entire park, or are there separate lines for
each mobile home? .
10. Sheet C8: Confirm whether the sewer line can be constructed as designed without
damage to the existing structures between station 118+15 and station 126+00. Additional
costs resulting from claims caused by the close proximity of the sewer line to the
structures will not be grant eligible.
11. Sheet C9: A section of ductile iron pipe should be installed near station 140+00 where the
proposed sewer line has less than 3 feet of cover.
12. Sheet C10: Existing water lines in the vicinity of the sewer project should be shown.
This comment applies to all other sheets as applicable.
13. Sheets C10 & C12: It appears that DIP is not necessary between station 150+58 and
station 166+52, except for the creek crossing. Eligibility will be limited to the cost of
PVC pipe in this area.
14. Sheet C H : The slope of sewer line A4 between station 10+85 and station 14+41 is
incorrect on the profile view. It appears that the slope should be 2.19% instead of 0.51 %.
15. Sheet C 11: The work shown on this sheet is not included in the Approved Preliminary
Engineering Report. Therefore, it is not eligible for grant funding. However, it can
remain as part of the project and be included on the non -discharge permit. All water lines
in the vicinity of the sewer line should be shown.
16. Sheet C12: Any sewer line that serves more than one building is considered a public
sewer, and must be at least 8 inch. The two proposed 6 inch service lines should either be
changed to 8 inch lines with manholes at the ends, or 2 separate 4 inch services should be
extended across the road at each location.
17. Sheet C 12: Confirm that the existing water line will be abandoned before the sewer line
work commences near station 162+00.
18. Sheet C12: It does not appear to possible to avoid damaging the existing highway near
station 165+00 as designed. Consider installing an additional manhole so the sewer line
can be installed further from the edge of pavement. The note stating that the contractor
shall not disturb the highway does not appear to be realistic.

Sheet C12: The slope indicated for the sewer line between station 160+45 and station
163+42 appears to be incorrect. Please verify.
20. Sheet C13: Right of way or easement lines should be shown for the sewer line adjacent to
the railroad track.
21. Sheets C 13 & C 14: It appears that DIP is not necessary between station 10+00 and station
29+58, except for the stream crossings and the railroad bore. Eligibility will be limited to
the cost of PVC pipe in this area.
22. Sheet C13: Consider designing the railroad bore. at a slope greater than minimum to allow
for adjustment in case the contractor is unable to make the bore exactly as designed. This
comment applies to all bores that are designed at minimum slope.
23. Sheet C 17: It appears that DIP is not necessary between station 10+00 and station 19+20.
Eligibility will be limited to the cost of PVC pipe in this area.
24. Sheet C 17: Easements, rights of way, and existing water lines should be shown on the
plans.
25. Sheet C 17: It appears that curb and gutter will be removed and replaced to install the
sewer line. Payment for this work should be addressed in the specifications and/or on the
bid form.
26. Sheet C 17: The slopes indicated for the sewer line segments between station 10+00 and
16+33 appear to be incorrect. The invert elevations. indicated for the manhole at station
10+00 does not coincide with the elevations shown on sheet C2 for the same manhole.
Please verify.
27. , Sheet C18: It appears that DIP is not necessary between station 10+00 and station 20+80.
Eligibility will be limited to the cost of PVC pipe in this area.
28. ',Sheet C18: Existing water lines should be shown.
29. Sheet C20: A bedding detail should be provided for SDR 35 PVC pipe that requires stone
bedding.
30. Specifications: We recommend that a measurement and payment section be included in
the specifications to clearly describe what is included with each bid item.
31. Bid Proposal: Washed stone should be included in the cost of PVC pipe. The
specifications should clearly address where additional stone bedding is to be used and it
should only be used where authorized by the engineer. Paying for stone bedding material
as a separate pay item usually leads to overuse and waste of stone, and subsequent
quantity overruns. -

33.
Bid Proposal: We recommend that separate pay items be established for each erosion
control measure to allow for adjustment of quantities in case additional measures are
Page 01200-2, para. 1.03.A.5: This paragraph should be deleted in its entirety. Cash
retainage should be withheld as described in paragraphs A.1-4.
34. Page 01200-6, para. 1.07: The railroad encroachment agreement should also be
addressed.
35. Page 02220-17, section 3.07(Compaction): Confirm whether 95% compaction is actually
necessary in the unpaved areas of this project. Only compaction requirements that are
necessary and will be enforced should be specified. If the specification requires 95%
compaction in unpaved areas, we will expect it to be enforced and it will be checked
during our inspections of the project.
36. Page 02220-18, para.3.08.A: All soil testing should be paid for by the owner, except for
failing tests, and retests.
37. Section 02730: Pipe laying and testing requirements should take into account that most of
the new line will be laid in the same trench as the existing sewer line with active services
along the way. The new line must be adequately tested prior to reconnecting services.
The contractor may have to provide special measures to maintain service for each
customer until the pipe can be tested and accepted. The specifications should also clearly
state that bypass pumping will be required for construction of nearly all of Line `A'.
Bypass pumping requirements should be specified.
38. Section 02731: This section should address reconnecting active sewer services.

PRELIMINARY ENGINEERING REPORT
KENT STREET CONNECTOR SEWER
AND PUMPING STATION
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
hkAk
JOEL L. STORROW, P.E.
McGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
38 ORANGE STREET
ASHEVILLE, NORTH CAROLINA
MARCH, 1994
93344
14774
v��•. FyGI N�-R : •'� �:
°

TABLE OF CONTENTS
PAGE
1. Introduction 1
II. System Improvements 2
III. Cost Estimates 4
IV. Project Schedule 5
Appendix A - NCDEM Correspondence 8
LIST OF TABLES
I. Average Daily Wastewater Flows 2
11. Project Cost Estimate 4
LIST OF EXHIBITS
I. Project Location Map - 5
WWTP and Future Service Area
II. Proposed Sewer Improvements 6

SECTION I. INTRODUCTION
A. PURPOSE
The Town of Andrews has been notified by North Carolina Division of
Environmental Management (NCDEM) officials that the existing wastewater pump
station serving the Evangeline Nursing Home must be replaced (see NCDEM letter
in Appendix A). This pump station is in extreme disrepair and has the potential to
cause significant environmental impacts due to raw sewage overflows. In fact, the
Cherokee County Health Department has stated the existing conditions constitute
an "imminent health hazard".
B. SCOPE
The Town's existing Wastewater Treatment Plant (WVI/TP) is located approximately
1500 feet north of the Evangeline Nursing Home. The ground topography between
the nursing home and the WWTP is gently sloping, allowing Evangeline's
wastewater flow to be conveyed by gravity flow to a new centralized lift station on
Town property adjacent to the WWTP. It is therefore considered practical to
extend a gravity trunk sewer to connect and serve the Evangeline Nursing Home.
These improvements will allow the Town to retire existing Evangeline pump station
and provide the flexibility to extend the sanitary sewer system to growth areas
outside the present service zone in the future, including possible future annexation
areas along Fairview Road and Brown Creek. Additionally, these improvements
will also make it possible to retire the existing Westwinds Apartments wastewater
pump station which has a history of maintenance problems.
C. FUNDING
The Town of Andrews hopes to secure financial assistance through the North
Carolina Clean Water Revolving Loan and Grant program to fund these
improvements.
Page 1

SECTION II.
A. EXISTING SYSTEM
SYSTEM IMPROVEMENTS
The Town of Andrews WWTP is located on Reagan Avenue approximately
1 /4 miles west of the corporate limits. The proximity of the WWTP and the
proposed sewer improvements to the potential growth areas make this an
important project for the economic development of the Town of Andrews.
The location of the WWTP and possible future service areas are shown on
Exhibit One at the end of this report. The WWTP has a treatment capacity
of 1.5 MGD and currently treats an average of .655 MGD. The WWTP has
sufficient capacity to accept and adequately treat current flows from the
Evangeline Nursing Home and Westwinds Apartments in addition to
wastewater from the future service areas along Fairview Road and Brown
Creek.
B. ESTIMATED DEMANDS
The estimated wastewater flow to be conveyed by the proposed
improvements is shown in Table 1.
Table 1
Average Daily Wastewater Flows
Evangeline Nursing Home
80 beds @ 120 gpd/bed 9,600
Westwind Apartments
42 units @ 360 gpd/unit 15.120
TOTAL
24,720 gpd
Peak flow, based on a 3.0 peaking factor is 74,160 gpd or approximately 52
9Pm.
Page 2

C. PROPOSED IMPROVEMENTS
The proposed sewer improvements will include 1200± linear feet of 8 -inch
gravity sanitary sewer line along Kent Street and 1360± linear feet of 10-inch
gravity sanitary sewer line across the western edge of Baker Furniture
Company property. These lines will terminate at a duplex pump station
located west of the WWTP on Town of Andrews property. The pumps will
deliver wastewater through _800± linear feet of 4-inch force main to the
WWTP.
The 10-inch sewer is sized with sufficient capacity to _serve the
aforementioned future growth areas. The pump station wet well will also -be
sized to accommodate future flows which can reasonably be expected from
the potential service area. However, the pumping units will be designed to
deliver only current flow with an appropriate safety factor. When the service
area expands in future, larger pumps may be installed to handle the
increased flows. The proposed improvements are shown on Exhibit Two
at the end of this report.
Page 3

SECTION III.
COST ESTIMATES
The total project cost is estimated to be 158,600.00 as summarized in Table II.
Table II
Project Cost Estimate
Kent Street Connector Sewer and Pumping Station
Town of Andrews
ITEM
QUANTITY
UNIT
UNIT
PRICE
TOTAL
100 gpm Duplex Pumping Station
1 _
LS
$40,000
8" PVC Sewer Line
1,200
LF
15.00
18,000
loll PVC Sewer Line
1,360
LF
20.00
27,200
4" PVC Sewer Line
800
LF
7.pq
5,600
4' Diameter Manhole
11
EA
1,200 00
13,200
20" x 0.25" Steel Encasement
90
LF
100a00
9,000
24" x 0.25' Steel Encasement
60
LF
125.00
7,500
Concrete Encasement
45
LF
40.00
1,800
Rip -Rap (Class B)
20
TON
25.00
500
Grassing and Seeding
1
LS
2,500.00
2,500
Subtotal
$125,300
Contingencies (10°0)
12,500
Total Construction Cost
$137,800
Design Engineering
9,700
Construction Inspection
7,100
Legal/Administrative
4,000
TOTAL PROJECT COST
$158,600
Page 4

SECTION IV.
PROJECT SCHEDULE
The Town has engaged McGill Associates, P. A. to prepare design drawings and
specifications for this project. These documents will be completed on or before April 30,
1994 for submittal to the NCDEM (regulatory review) and appropriate funding agencies.
The regulatory review process should take a maximum of -30 days.
Competitive construction bids are expected to be received on this project. The formal
bidding and awarding phase is expected to be accomplished within 45-60 days.
The estimated construction time for this project is 180 days. In view of the urgent need
to move forward with this project due to health and environmental concerns, it is hoped
that construction may commence no later than July, 1994.
Page 5

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APPENDIX A
NCDEM CORRESPONDENCE

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B, Guthrie, Regional Manager
Asheville Regional Office
4 • • 1994
dft
ED FE FR­ `-
WATER QUALITY SECTION
March 28, 1994
Mayor Milton Mashburn
Town of Andrews
Post Office Box 217
Andrews, North Carolina 28901
Subject: Emergency Funds for
Evangiline Nursing Home
Lift Station
Town of Andrews
Cherokee County
Dear Mayor Mashburn:
The pump station serving the Evangiline Nursing Home in
Andrews, N.C. is in a serious state of disrepair. The pumps fail
on a nearly continuous basis discharging raw sewage onto the
grounds adjacent to it, and with the discharge of enough volume
and/or onset of rainfall, eventually enters surface waters. It
requires a great deal of effort to keep the pumps running on even
a temporary basis. No alarms are available at the site to notify
the Town of pump failure so that raw sewage overflows for long
.periods of time until a neighbor calls in a complaint.
The Cherokee County Health Department has stated that the
area constitutes an imminent health hazard as a result of the
frequency and volume of discharges from this pump station. Due to
the urgency of this situation, the Evangiline pump station project
should be eligible for emergency funding.
Until such time as the pump station can be replaced, the Town
of Andrews will be required to monitor the Evangiline pump station
on a frequent basis. If you should have any questions, please
feel free to contact me at 704-251-6208.
Sincerely,_
vSIT i
Kerry S. Becker
Environmental Technician
xc: Joel Storrow, P.E.
Steve Eller
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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NCDENK Surface Water Protection Section �
2090 U.S. HigTiway 70, Swannanoa, NC 287781
JOHN R BROWN, MAYOR
f6WN OF ANDREWS
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JOHN R BROWN, MAYOR
TOWN OF ANDREWS
POST OFFICE BOX 1210
ANDREWS NC 28901
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Registered Return Receipt for Merchandise
❑ Insured Mail VC.O.D.
4. Restricted Delivery? (Extra Fee) ❑ yes
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UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
® Sender: Please print your name, address,
and ZIP+4 in this box
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2090 U.S. HIGHWAY i0
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SWANNANOA NC _3TIS
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■ Complete items 1, 2, and 3. Also complete A. inature.-��_ �
item 4 If Restricted Delivery is desired. �\ _ ❑ Agent
■ X Print your name and address on the reverse ❑ Addressee
"'Jame) C. Date of Delivery
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North Carolina Department of�°!• . Environment and Natural Resources 7 nt from item 1?�❑ Yes
1. Arl . Division of Water Quality ddress below: ❑ No
2090 U.S.
CDENRSurface Water Protection Section
f Highway 70, Swannanoa, NC 28778
JOHN R BROWN, MAYOR
TOWN OF ANDREWS
POST OFFICE BOX 1210
ANDREWS NC 28901
1iI`I I I I h I I I I I I I I I I I I III III II
3. Seqilbe Type
Certified Mall ❑ ress Mall
tstered alum Receipt for Merchandise
❑ Insured M II C.O.D.
Ited Delivery? (Axtra Fee) ❑ Yes
7002..':460 Goal 9899 753_8_
DS Form 3811. February 2004 Domestic Return Receipt 102595-02-M-154i

UNITED STATES
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USPS
1 Permit No. G-10
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