WQCS00135_Regional Office Historical File Pre 2018 (3)

Pump Station Information
Puma Station
Physical Address
Owner
EU Power Act. #
. Duke Power Act. #
Meter #
Alexander Industrial Park Pump Station
365 W E Baab Industrial Dr.
Alex. County
2327159
-
12459856
Allen's Pump Station
780 NC Hwy 16 South
Town
-
0001906028
980905
Armory Pump Station
247 Waggin Trail
Alex. County
-
0001906014
415373
Boston Road Pump Station
610 Boston Road
Town
-
Craftmaster Pump Station
754 Sharpe.Lane
Alex. County
1775731550
900601
Ellendale Pump Station
361 Ellendale Park Lane
Alex. County
-
82444292
Fairgrounds Pump Station
2442 NC Hwy 16 South
Alex. County
-
0004270067
690947
Fairway Oaks Pump Station
121 Wedgewood Circle
Town
2132045
-
78371717
Gravel Hill Pump Station
329 NC Hwy 16 N
Town
-
0001906013
800875
Hiddenite School Pump Station
374 Sulphur Springs Rd
Town
1203217017
969291
Isenhour Park Pump Station
131 Isenhour Park Rd
Town
2043310128
823431
Jay Drive Pump Station
272 W Jay Drive
Town
2132044
-
78371716
Lewittis Pump Station
1867 NC Hwy 90 E
Alex. County
-
0001906030
528885
Macedonia Pump Station
9 Macedonia Church Road
Alex. County
-
0004269992
670736
McLellend Pump Station
130 Lower Lane
Town
-
0001906025
415312
Millersville Church Pump Station
80 Millersville Church Rd
Town
1918176790
278091
Mitchell Gold Pump Station
55 One Comfortable Place
Alex. County
-
1322240808
151385
Mt Pilot MHP Pump Station
260 Mt Pilot MHP Drive
Town
1405257984
063291
Northwood Park Pump Station
393 Northwood Park
Town
-
0000086730
517026
Paul Payne Pump Station
1428 Paul Payne Store Road
Town .
2371853
-
78371512
Pier Point Pump Station
11 Pierpoint Lane
Alex. County
-
0001906038
415330
Prison Pump Station
633 Old Landfill Road
State of NC NCDOC
2132047
-
78117883
Saunders Lane Pump Station
127 Saunders Road
Alex. County
-
0001906031
883374
Schronce Pump Station
1460 NC Hwy 16 South
Town
-
0002916589
794613
Statesville Pallet Pump Station
93 Old. Mountain Road, Hiddenite
Alex. County
1940242705
900076
Taylor King Pump Station
286 County Home Road.
Alex. County
-
0004435802
415309
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North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 10, 2016.
MEMORANDUM
TO: Barry Love, Mooresville Regional Office
FROM: Steve Lewis, PERCS Unit
Subject: Taylorsville Renewal Application Package
Permit Number: WQCS00135
RECEIVED/NCDENR/DWR
MAY 12 Z016
WQROS
MOORESVILLE REGIONAL OFFICE
The subject collection system permit renewal was received by the central office on May 4, 2016.
A copy of the collection system application package is attached for your records and comments. If
possible, please relay any questions, comments or additional information requests you have to the
permit application reviewer, Steve Lewis [919-807-6308 or [e-mail]].
Enclosures: application package
Cc: PERCS file (electronic)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterguality.oro
An Equal Opportunity 1 Affirmative Action Employer

Town of Taylorsville CDEOIDWR
�.ECEIVEDIN
"The Brushy Mountain Gateway"
67 Main Avenue Drive MAY 0 2016
Taylorsville, North Carolina 28681
828.632.2218 (Phone) ® 828.632.7964 (Fax) water Qua{ity
Feriiting Section
www.taylorsviEenc.com
April 28, 2016
Please find enclosed the Town of Taylorsville's permit renewal application for
Wastewater Collection Permit No. WQCS00135 and attachments listed below:
Attachment (A) Section IV (3) ( Pump Stations names and physical addresses)
Attachment (A) Section IV (3b) ( Alarm Type, permanent generators sites and pump
stations served with portable generators)
Attachment (A) Section IV (3c) (Pump station capacity GPM)
Attachment (A) for Condition V (4) (High Priority Lines)
Attachment (A) Section V (4) (Coy of current Annual Budget)
Attachment (A) Section V (6) (CIP)
Attachment (A) Section VI (2) (Response Plan)
Attachment (A) Section VI (4) (Contingency Plan)
Attachment (A) Section VI (6) (System mapping)
0
RECEIVED/NCDENR/DWR
MAY 12 2016
�IVQROS
MOORESVILLE REGIONAL OFFICE
The Town of Taylorsville does not discriminate on the basis of race, color, national origin,
sex, religion, age or disability in employment or the provision of services.

�+ a
I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Tavlorsville
2. Facility Information: Name: Tavlorsville Collection System Permit No.: WQCS00135
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Geroge Holeman per 15A NCAC 02T .0106(b) RECEIVEDUDEUDW.R
Title: Mayor MAY 0 4 2016
5. Applicant's mailing address: 67 Main Ave
Water Quality
City: Tavlorsville State: NC Zip: 28681- Permitting Section
6. Applicant's contact information:
Phone number: 828) 632-2218 Fax number: 828) 632-7964 Email address: drobinette@,taylorsvillenc.com
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: David Robinette
2. Title/Affiliation:
Works Director
3. Contact's mailing address: 67 Main Ave
4. City: Taylorsville State: NC
5. Contact's information:
Phone number: 828) 632-2218 ' Fax number: 828) 632-7964
Public
Zip: -
Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Alexander County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town of Tavlorsville
4. WWTF Permit Number(s): NCO026271
5. What is the wastewater type? 95 % Domestic or 5 % Industrial (See 15A NCAC 02T .0103(20
II ))
y Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow: .380 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: .380 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 2500
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
0
Sewer Line Description
Length
Gravity Sewer
25 (miles)
Force Main
10 (miles)
Vacuum Sewer
n/a (miles)
Pressure Sewer
n/a (miles).
TiECEIVED/NCDENR/DWR
MAY 12 2016
WOROS
MOORESVILLE REGIONAL OFFICE
APPLICATION CSA 08-13 Page 3 of 5

Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
n/a
Simplex Pump Stations (Serving Multiple Buildings)
n/a
Duplex Pump Stations
n/a
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information: 5 C E A-k-h art K ^% cm + CA, 5e e -V ow
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 (2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Town Mamager/Public Workds Director/2 work crews provide maintence
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: David Robinette Certification Number: 24226
Back -Up ORC Name: Warren Miller Certification Number: 24555
A current listing of the ORC(s) the Division has on file for WQCS permit holders can be obtained at:
http://portal.ncdenr.or!z/web/wq/swp/ps/es/ai)ps
Click on "WQCS Contacts and Reports" and type in the WQCS Permit Number to obtain the report
Approximate annual budget for collection system only: $ 2,000,000.00
Submit a copy of your current annual budget.
5f-£ A-z7ftVA f4t)V-e CAS Sec-tfej ✓ C�
Approximate capital improvement budge or e collec ion system only: $ 95,000.00
Submit a copy of your current capital impro em nt plan.
5 AT7p14 was-4 1� See-�1® gA I(®�
Is this collection system c ently a sateite sys em Yes or ® No
8. Do any satellite systems discharge to this collection system ❑ Yes or ® No (If yes complete table below)
Satellite System Contact Information (Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
n/a
APPLICATION CSA 08-13 Page 4 of 5

0
VI.
COLLECTION SYSTEM COMPLIANCE:
VII.
1. Is a Response Action Plan currently in place ® Yes or ❑ No RECEIVEDINCDEUDWR
2. If Yes, submit a copy of the Res onse Action Plan or see table 6 below.
15ee ATre4eg •%ed•-t CA 5el-►�laa1 veQ MAY 0 4 2016
3. Is a pump station contingency plan currently in place? ® Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below. Water Quality
5€7r,E A14wje.r�* (A-)$ee-4,1eu V I Cff) Permitting Section
5. Is a comprehensive collection system map currently in place? ® Yes or ❑ No
6. Submit a submit a copy of the collection system CA)
(CD or hardcopy) or indicate a schedule for completion
5CE fa 77'1¢cl<we�'/f � 5 e4-►1 oA® VA C(a)
7. Thoroughly read and review the System -`Fide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
1(4) — Grease ordinance with legal authority to inspect/enforce
® Yes ❑ No
12 —18 mo.
1(5) — Grease inspection and enforcement program
® Yes ❑ No
12 — 18 mo.
I(6) — Three to five year current Capital Improvement Plan.
® Yes ❑ No
12 — 18 mo.
1(8) — Pump station contingency plan
® Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
® Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
® Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 - 12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
® Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
n/a
APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Geroge Holleman, Mayor
attest that this application for Town of Taylorsville Wastewater Collection
System
(Signature Authority's Name & Title from Item 1.4) (Facility name from Item I.1)
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 information and attachments are not included, this application
package will be returned to me as incomplete.
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 givil penalties up to $25,000 per violation.
Signature: /� ,.� r % ��'� � Date: A NS" t ?—'l 1 7,01(0
APPLICATION CSA 08-13 Page 5 of 5

. . - - -- -- 4--/ ..J=c.-TrBAJ /V -;et.3
-Pump Station
Alexander Industrial Park Pump Station
Allen's Pump Station
Armory Pump Station
Boston Road Pump Station
Craftmaster Pump Station
Ellendale Pump Station
Fairgrounds Pump Station
Fairway Oaks Pump Station
Gravel Hill Pump Station
Hiddenite School Pump Station
Isenhour Park Pump Station
Jay Drive Pump Station
Lewittis Pump Station
Macedonia Pump Station
McLellend Pump Station
Millersville Church Pump Station
Mitchell Gold Pump Station
Mt Pilot MHP Pump Station
Northwood Park Pump Station
Paul Payne Pump Station
Pier Point Pump Station
Prison Pump Station
Saunders Lane Pump Station
Schronce Pump Station
Statesville Pallet Pump Station
Taylor King Pump Station
Pump Station Information
Physical Address
365 W E Baab Industrial Dr.
780 NC Hwy 16 South
247 Waggin Trail
610 Boston Road
754 Sharpe Lane
361 Ellendale Park Lane
2442 NC Hwy 16 South
121 Wedgewood Circle
329NCHwy 16N
374 Sulphur Springs Rd
131 Isenhour Park Rd
272 W Jay Drive
1867 NC Hwy 90 E
9 Macedonia Church Road
130 Lower Lane
80 Millersville Church Rd
55 One Comfortable Place
260 Mt Pilot MHP Drive
393 Northwood Park
1428 Paul Payne Store Road
11 Pierpoint Lane
633 Old Landfill Road
127 Saunders Road
1460 NC Hwy 16 South
93 Old Mountain Road, Hiddenite
286 County Home Road
EU Power Act. # Duke Power Act. # Meter #
2327159
-
12459856
-
0001906028
980905
-
0001906014
415373
1775731550
900601
-
82444292
-
0004270067
690947
2132045
-
78371717
-
0001906013
800875
1203217017
969291
2043310128
823431
2132044
-
78371716
-
0001906030
528885
-
0004269992
670736
-
0001906025
415312
1918176790
278091
-
1322240808
151385
1405257984
063291
-
0000086730
517026
2371853
-
78371512
-
0001906038
415330
2132047
-
78117883
-
0001906031
883374
-
0002916589
794613
1940242705
900076
-
0004435802
415309

Attachment (A) to Section IV (3b)
Please find attached all of Town of Taylorsville's wastewater pump station's names and physical
locations.
Alarm type: All pump stations are equipped with audible, visual and SCADA systems.
Of the total attached pump stations, the following pump stations listed below have permanent, on site
generators:
Craftmaster
Ellendale
Fairway Oaks
Isenhour Park
Jay Drive
Lewitties
Macedonia
Millersville
Mitchell Gold
Mt. Pilot
Northwood Park
Paul Payne
Prison
Statesville Pallet
The remaining pump stations are served by two portable generators.

Mission Communications
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Site: Design Capacity (Gal/Day): Start Date: End Date:
Alexander Industrial Park I v
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Pump Model/Capacity(GPM)
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TDH) 91
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3hp 3/60/240v (28'
TDH) 91
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Peak Flow Capacity/ Estirrlator; a
Site: Design Capacity (Gal/Day): Start Date: End Date:
Allen Pump Station v 1 1 111712016 � 4/7/2016 A , A9alyze;.
Pump Model/Capacity(GPM)
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2hp(20'TDH?) 30
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RECEIVED/NCDEQ/DWR
MAY 0 4 2016
Water Quality
Permitting Section
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Peak Flow Capacity Estimator: '
Site: Design Capacity (Gal/Day): Start Data: End Date:
Armory Pump Station v 1!7/2016 2 �IN Analyzer,.
Pump Model I Capacity(GPM)
®Myers WG75H-
23-257.5hp
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Site: Design Capacity (Gal/Day): Start Date: End Date:
Boston Pump Station v I M .Analyze,
Pump Mode(/Capacity(GPM)
Myers WGX75H
.5hp 3/60/230v
(109' TDH) 77
10 Myers WGX75H
7.5hp 3/60/230v
(109' TDH) 77
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Peak Flow Capacity Estimator:
Site: Design Capacity (Gal/Day): Start Date: end Date:
Craftmaster Pump Station v 1/7/2016 4/7/2016Analyze•.
Pump Model/Capacity(GPM)
Myers WGX100H
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Mission RunTime Capacity Estimator
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Peak Flow Capacity Estimator; '
Site: Design Capacity (Gal/Day); Start Date: End Date:
Ellendale Pump Station v I qm 4/7/2016 in Analyze:
Pump Model/Capacity(GPM)
i�Fairbanks Morse
5435MV 40hp
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5435MV 40hp
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Peas[ Flow Capacity Estimator:'
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Peak Flow/ Capacity Estimator: '
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Peak Flow Capacity/ Estimator:''
Site: Design Capacity (Gal/Day): Start Date: End Date.
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Peak Flow Capacity estimator;'
Site: Design Capacity (Gal/Day): Start Date: End Date:
Hiddenite School P/S v 1/7/2016 9 4/7/2016 M Analyze .
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Site: Design Capacity (Gal/Day): Start Date: End Date:
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Page 1 of 1
Peak Flow Capacity/ Estimator:'
Site: Design Capacity (Gal/Day): Start Date: End Date:
Jay Drive Pump Station v I M 4/7/2016 in .Analyze„
Pump Model/Capacity(GPM)
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Page 1 of 1
Rea4 Flow Capacity Estimator,'
Site: Design Capacity (Gal/Day): Start Date: End Date:
Lewittees Pump Station v 1 1 11/7/2016 9 4A/2016 M Analyze
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11.875" Impeller 1696' '
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Page 1 of 1
Peak Flow CaPacity Estimator: ?
Site: Design Capacity (Gal/Day): Start Date: End Date:
Macedonia Pump Station v 111712016 4/7/2016 ;Analyze
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Attachment (A) for Condition V (4)
High Priority Lines:
Aerial: At Chevy Drive and Stirewalt Creek . Pipe material (DI)
At bridge on Old Wilkes Road. Pipe material (DI)
Hwy. 90E across old Hardee's. Pipe material (DI)
Foot Bridge: Matheson Park. Pipe material (plastic)

d T r1U1fm ew 4 1"A) �ei--V OAJ !/ Cy)
Water & Sewer Fund. Expenditures
2014/15
201-1/16
Percent
Budget
Budget
Change
Personal Services
Salaries
331,382
3-00,000
5.6%
FICA
25,350
26,000
2.6%
Retirement
18,002
18,002
0.0%
Employee Retiree Insurance Benefit
5,500
5,500
0.0%
401-K Contribution
12,732
12,732
0.0%
Group Insurance
48,979
54,100
10.5%
HRA Fund
2,000
2,000
0.0%
Group Disability
1,000
1,000
0.0%
Sub Total
$444,945
$469,334
5.5%
Opera dons
Contracted Services, Laboratory
27,500
28,300
3.6%
Contracted Services, Wellness Program
500
0
-100.0%
Contracted Services, ORC
28,500
28,500
0.0%
Contracted Services, Harris Computers
0
12,000
Professional Services, Auditor
19,500
20,000
2.6%
Professional Services, Engineer
12,500
15,000
20.0%
Maintenance & Repair, Building
8,000
4,000
-50.0%
paint. & Repair, EU. W Tanks- diffusers-
34,600
48,000
38.7%
Maintenance & Repair, Vehicle
12,000
15,000
25.0%
System Maintenance -Water -Sewer
140,000
140,000
0.0%
Sludge Removal
50,000
60,000
20.0%
Purchase of Water for Resale
195,700
199,200
1.8%
Utilities
84,500
85,900
1.7%
Insurance & Bonds
15,500
17,500
12.9%
Automotive Supplies
19,800
20,000
1.0%
Telephone & Postage
12,850
14,000
8.9%
Charter Communications
2,800
3,500
25.00,'0
Training
1,200
2,500
108.3%
Travel
1,000
1,500
50.0%
Uniforms
7,500
7,500
0.0%
Printing
1,800
2,000
11.1%
Department Supplies
72,500
80,000
10.3%
Inmate Work Program
5,000
5,000
0.0%
Dues & Subscriptions
750
750
0.0%
Sub Total
$754,000
$810,350
7.5%
DebtService
Energy United yr 6of 20_year payment
93,000
93,000
0.0%
Debt Serv., Prin. iRR-�-BBT CWTF MVILL
128,500
168,800
31.4%
Debt Service, Interest BBT- O%ARR-�
26,400
26,400
0.0%
Sub Total
$247,900
$288,200
16.3%
Capital
Transfers to GF - .
185,000
170,000
-8.1%
Capital Outlay
105,950
95,400
-10.0%
Water & Sewer Capital Reserve Fund
60,278
65,000
7.8%
Sub Total
$351,228
$330,400
-5.9%
Contingency
Contingency ivfillersville-wwtp
87,805
151,766
72.8%
Sub Total
$87,805
$151,766
72.8%
Total Expenditures
$1,885,878
$2,050,050
8.7%
Employees
Full Time Equivalents
8.6
8.6
0.0%
Total 30
8.6
8.6
0.0%

Water & Sewer Fund revenue Summary
Revenues by Categorp
Sales & Services
Investment Earnings
Other Revenues
Fund Balance
2014/15 2015/16 Percent
Budget Budget Change
1,849,788
2,028,750
9.7%
300
300
0.0%
35,800
21,000
-41.3%
0
0
0.0%
Total Revenues $1,885,888
$2,050,050
8.7%
25

AbTiAeHr&ew-t CJ4) Sez-41aAl V(b)
TOWN OF TAYLORSVILLE
WATER AND WASTEWATER SYSTEMS
CAPITAL IMPROVEMENT PLAN
JANUARY 2011
FINANCED IN PART BY NC RURAL ECONOMIC DEVELOPMENT CENTER
CONTRACT NO. 2009-391-40101-112
o
4w•
Plan assistance provided by:
West Consultants, PLLC WEST
405 S. Sterling Street
Morganton, NC 28655 CONSULTANTS rue

TA RL E OF CON 7EN Ts
I. Goal Statement.............................................................................................1
II. Purpose and Scope.......................................................................................1
A. Limitations...............................................................................................1
B. Financing..................................................................................................1
III. Description of Taylorsville.........................................................................1
A. Background..............................................................................................1
B. Boundary.................................................................................................2
C. Demographics.........................................................................................2
D. Land Area Configuration........................................................................2
IV. Water Distribution System...........................................................................2
A. Existing System Description and History................................................2
B. Present Conditions..................................................................................3
C. Studies.....................................................................................................3
D. System Limitations..................................................................................3
E. Long —Term Potential Solutions...............................................................3
1. Improved Capacity from Energy United/Newton ..............................3
2. High Pressure Zone Redundancy......................................................4
3. Improved Distribution within the System...........................................4
F. Known Deficiencies — Six Year Planning Horizon..................................4
G. Known Deficiencies — 7 To 20 Year Planning Horizon ..........................5
V. Wastewater Collection System.....................................................................5
A. Existing System Description and History................................................5
Tableof Contents........................................................................ i

{
B. Present Conditions ..................................... :............................................ 6
C. Studies.....................................................................................................6
D. System Limitations..................................................................................7
E. Long —Term Potential Solutions...............................................................7
F. Known Deficiencies — Six Year Planning Horizon..................................7
G. Known Deficiencies — 7 To 20 Year Planning Horizon ..........................9
VI. Wastewater Treatment Plant............................................................................ 9
A. Existing Plant Description and History..................................................9
B. Present Conditions................................................................................10
C. Studies...................................................................................................11
D. Plant Limitations .................................................. ................................. 11
E. Long —Term Potential Solutions.............................................................11
F. Known Deficiencies — Six Year Planning Horizon................................11
G. Known Deficiencies — 7 To 20 Year Planning Horizon ........................12
Table of Contents......................................................................... ii

TABLE OF CONTENTS C NT,
L®sr ®F TAELEs
1 Water Capital Outlays Next Six Years......................................................5
2 Water Capital Outlays Beyond Six Years.................................................5
3 Collection System Capital Outlays Next Six Years..................................8
4 Collection System Capital Outlays Beyond Six Years ..............................9
5 Treatment System Capital Outlays Next Six Years.................................12
6 Treatment System Capital Outlays Beyond Six Years .............................12
LIST oF'APPENDlCES
A Water and Sewer Rates, Projected Rate Increases if Debt Finance CIP
B Flow Schematic, Collection System Assets By Pump Station, Collection System
Map
C Water System Map (generalized - not verified as to accuracy)
D Water Purchase Agreement with Energy United and Newton
E Wastewater Agreements with Alexander County
F Resolution of CIPAdoption
Table of Contents........................................................................ iii

GOAL STATEMENT
Taylorsville's primary goal for its water and wastewater systems is to provide its citizens
with high quality service while charging reasonable fees. High quality service for the water
system means supplying drinking water to each customer that meets or exceeds State and
Federal purity standards and that has adequate pressure. Providing fire protection is also part
of this goal, although it is a lower priority than providing drinking water. High quality
service for the wastewater system means collecting, treating, and discharging wastewater in
a manner that protects public and environmental health and that meets State and Federal
regulations.
Taylorsville's secondary goal for its water and wastewater systems is to provide the same
high quality service to areas outside the corporate limits. This goal is to be implemented
from time to time, with Alexander County or other regional partners, whenever the Town
Council deems it worthwhile for the mutual benefit of the Town of Taylorsville and its
neighbors.
II. PURPOSE AND SCOPE
The purpose of this document is to set forth specific expenditures planned for the next six
years and to identify needed expenditures beyond six years. These near -future and long-
term needs are limited to those associated with Taylorsville's primary goal, with the
exception of certain projects outside of the town limits that were already planned.
Otherwise, planning for improvements outside Taylorsville's corporate limits are not
considered.
A. LIMITATIONS
This document is for general planning purposes and does not obligate the Town to
make any particular expenditure. All costs are estimated and are in 2010 dollars.
Adjustments for inflation, market conditions, and project specifics will need to be
made as each capital project is selected and implemented.
B. FINANCING
No specific means of financing capital projects is set forth herein except for a few
projects already underway. For general planning purposes, tables and graphs are
included in the appendices that indicate approximate rate increases necessary for
debt financing. These assume 100% debt for most projects financing and -have
certain assumptions as to interest rates, inflation, etc. The tables and graphs were
developed by the UNC-Environmental Finance Center. They should not be
construed as establishing planned rate increases, but rather as a tool to apprehend the
impact of the planned projects.
III. DESCRIPTION OF TAYLORSVILLE
A. BACKGROUND
Incorporated in 1879, the Town is the county seat of Alexander County and is
located in central Alexander County, in the foothills of the Brushy Mountains in
western North Carolina. The Town owns and operates a drinking water system and

a wastewater collection and treatment system. All drinking water is purchased from
other systems.
B. BOUNDARY
Town Limits — approx. 2.2 square miles
Extraterritorial Jurisdiction — approx. 9.0 square miles
C. DEMOGRAPHICS
Population — 1,799 per 2000 Census
Poverty Rate — 21.3 % per 2000 Census
Median Household Income - $24,875 (2000 census), $29,651 (updated)
D. LAND AREA CONFIGURATION
The topography is generally rolling terrain with Linney Mountain on the north side
of Town. Several small streams flow through the Town with the largest being
Stirewalt Creek. Soil types in the area are generally Appling and Cecil types. Both
are considered very deep, well drained, moderately permeable soils.
IV. WATER DISTRIBUTION SYSTEM
A. EXISTING SYSTEM DESCRIPTION AND HISTORY
The water system was first constructed approximately 80 years ago. Presently, the
water system (PWS-ID 0102010) serves all of the town limits and portions of areas
outside the town limits. The Town of Taylorsville has two concrete storage ianks on
Linney Mountain with a total capacity of 1,000,000 gallons. One tank was built in
1984 and has an overflow elevation of 1386.7 and the other was built in 2000 and
has an overflow elevation of 1569. A booster pump station adjacent to the lower
tank lifts water to the upper tank. This station was built in 2000. Taylorsville has a
contract with Energy United Water Corporation to purchase up to 500,000 gallons of
water per day. The current daily use is approximately 350,000 gallons per day. The
contract is actually a tri-party agreement in which the City of Newton is the water
provider. Newton produces water at its Jacobs Fork plant and sells it to Energy
United. In turn, EnergyUnited sells water to Taylorsville. There are two metered
connections for purchasing. Taylorsville also sells water back to EnergyUnited
through a meter on Linneys Mountain Road. The tri-party agreement (see Appendix
A) was executed April 24, 2003 and will expire 30 years after the "commencement
date". Additionally, Taylorsville can purchase water on an emergency basis from
Alexander County through meters on Highway 90 West and Chevy Lane. This
water is provided by the City of Hickory.
There are 925 residential and 199 non-residential water customers. See Appendix A
for water rates.
Most of the 1" and 2" water lines have been replaced over the years. Most were
replaced in 2009-2010. The network of water lines range in size from 2" to 12",
with the majority of the lines being 6" in diameter. All water meters were replaced
in 2009 and 2010. Appendix C contains a map outlining the Town's water system.
This map is not comprehensive and is not based on any field verification.

B. PRESENT CONDITIONS
Presently, the water system is satisfactory and is improving as aging lines are
replaced or increased in size to meet the Town's goal statements.
C. STUDIES
No comprehensive study of the water system has been completed. In 2000, Peirson
& Whitman Architects and Engineers, P.A. prepared the "Alexander County Water
and Sewer Feasibility Study". This report only briefly mentioned the Town of
Taylorsville systems.
D. SYSTEM LIMITATIONS
In terms of overall capacity and the ability to distribute water to all areas of the
town, the system has no serious limitations. However, the following limitations are
known at this time:
Energy United's pump station on Highway 90 East runs many hours per day
to maintain sufficient water to the town. This becomes an issue at times,
such as after a water main break, because the water level in the tank cannot
be recovered for a long time. Thus, the capacity of this pump station and the
fact that it is the only one are limitations on the ability to purchase water as
quickly as needed at times.
2. The upper 500,000 gallon tank is the only one at that elevation (overflow
elevation 1569). For this reason, it cannot be taken out of service for
cleaning or repairs without significant issues. This tank is used to serve the
northeast section of town and Energy United uses it (by purchasing water on
Linney's Mountain Road) to serve all of northeastern Alexander County.
These two areas would not have adequate pressure without this upper tank.
Most of Taylorsville's water mains are six-inch size and many of these are
cast iron pipe. This is sufficient for most residential and light commercial
use, but for industrial use and for fire protection of larger commercial
buildings the system is somewhat inadequate. For example, when the new
Wal-Mart was built in 2002 a separate 8" water main had to be built under
Highway 64 to connect to the County's system. This was necessary to
provide sufficient water for fire protection.
E. LONG—TERM POTENTIAL SOLUTIONS
For the three general limitations just mentioned, there are potential solutions that
should be implemented when feasible.
Improved Capacity from Energy United/Newton: Whether it is done by the
Town, Energy United, or as a partnership, a second pump station should be
built that is able to transfer approximately 0.5 MGD into Taylorsville's
system. This would preferably also have a separate transmission line to the
lower 500,000 gallon tank. One or more new metered connections between

the two systems would also improve redundancy and the ability to recover
tank levels after a major loss of water.
High Pressure Zone Redundancy: With the tank on top of Linney's
Mountain being the only one in the county that high in elevation, a second
tank needs to be built at a similar elevation, in order to allow maintenance of
the tank and to maintain pressure during emergencies. Again, this may
involve a partnership or be done by Energy United and/or Alexander County
since this is even more of a need for them than for Taylorsville. Taylorsville
could provide minimal pressure to a majority of its customers in the
northeast section (Radio Road area) using the lower tank. If and when a
second tank is built, it would also be beneficial to install a separate water
main between Taylorsville's and Energy United's systems in their respective
high-pressure zones. This would allow movement of water between those
zones even if there was a break in the eight -inch main on Linney's Mountain
Road.
Improved Distribution within the System: In order to allow increased flow
from the tanks to various points in the system, without significant pressure
loss, it will be necessary to install a network of larger mains. These should
be eight -inch and twelve -inch size and should create a "skeleton" that
connects the tanks to several points throughout the water system. At a
minimum, these should be connected to the industrial and commercial areas.
Such expenditures are difficult to justify on a large scale on a speculative
basis; but one approach is to give consideration to increasing the size of
replacement pipes as deteriorating six-inch pipes are replaced.
F. KNOWN DEFICIENCIES — SIX YEAR PLANNING HORIZON
A detailed map of the system is needed that accurately shows the location of all
valves, hydrants, and system interconnections. The water storage tanks need to be
drained and cleaned. A second tank for high pressure zone redundancy, as
mentioned above, is needed. A 250,000 gallon standpipe or ground storage tank is
recommended and is estimated to cost approximately $650,000. It is assumed for
this Plan that 50% will be paid by EnergyUnited or Alexander County. Due to age,
the booster pumps at the water tanks need to be replaced. In addition, the starters
for these pumps should be replaced because the existing ones create surging.
Frequent flushing is necessary to clear turbid water caused by rust in the iron pipes,
so automatic flusher valves are needed to automate the flushing process. At least
two such valves are needed. Gate valves need to be added to the system due to not
enough valves existing to effectively limit water loss in case of a break. This is
particularly needed in the downtown area. Several mains still need to be replaced
due to insufficient size or frequent leaking.

C , r
TABLE 1
WATER CAPITAL OUTLAYS NEXT SIX YEARS
COST
PRIORITY
NO.
Drain and Clean Inside Water Tanks
$10,000
1
Second High Pressure Zone Tank (50% of cost)
$325,000
2
Create Water System Map
$50,000
3
Replace 1" Waterline Off W. Jay Dr (2,000)
$20,000
4
Replace Starters for Pumps at Water Tanks
$35,000
5
Automatic Flusher Valves
$7,500
6
Install New Gate Valves in Old System
$250,000
7
Replace Booster Pumps at Water Tanks
$45,000
8
Total
$742,500
G. KNOWN DEFICIENCIES — 7 TO 20 YEAR PLANNING HORIZON
In addition to hopefully implementing some of the long-term solutions identified
above, the following expenditures should be anticipated as part of the normal capital
replacements:
TABLE 2
WATER CAPITAL OUTLAYS BEYOND SIX YEARS
COST
Replace Water Meters (entire system)
$200,000 Complete 2011
Replace Fire Hydrants and Gate Valves
$250,000 Complete 2011
New SCADA System
$100,000
Rehabilitate Concrete Water Tanks
$250,000
Total
$800,000
V. WASTEWATER COLLECTION SYSTEM
A. EXISTING SYSTEM DESCRIPTION AND HISTORY
The collection system was first constructed over 80 years ago (parts of that system
still exist), as part of bonds issued in the 1920's for streets, sidewalks, and sewers.
The wastewater system is a regional system that serves all of the town limits plus
considerable areas outside the town limits. The latter include numerous collection
lines and pump stations owned by Alexander County that serve various industries,
schools, businesses, and a State prison. These lines and pump stations are
maintained by the Town (per its agreement with Alexander County, Appendix D)
and all the wastewater is conveyed to the Town's collection system and wastewater
treatment plant. The plant is the only publicly -owned plant in Alexander County.
There are approximately 781 residential and 225 non-residential sewer customers.
See Appendix A for sewer rates.
Portions of the collection system follow along streams such as Stirewalt Creek and
waters tributary to Muddy Fork. The sewer pipes are primarily constructed of
vitrified clay pipe (VCP) or polyvinyl chloride pipe (PVC). Pipes laid since the
5

1980's are of primarily PVC material. The manholes are constructed of brick or
precast concrete. Manholes constructed since the 1980's are precast.
Little growth was experienced in Taylorsville during the 1960's and 1970's, so no
additional manholes and pipes were added to the collection system.
The Town maintains 23 pump stations with over,172,600 feet (32.7 miles) of
tributary gravity pipes (excluding service laterals), approximately 716 manholes, and
approximately 15 miles of force mains. Appendix B contains the following: a flow
schematic that shows the direction of flow from the pump stations to the wastewater
treatment plant, a table showing the length of pipes by diameter and number of
manholes that are tributary to each pump station, and collection system map.
A new pump station is expected to come on line in January 2011 and will serve
portions of Hiddenite and an elementary school. This new addition to the Town's
collection system consists of 1,960 feet of forcemain, 11 manholes, and 2,785 feet of
8" gravity pipe.
In 2010, many upgrades and repairs to the wastewater collection system were
completed as part of the federal government American Recovery and Reinvestment
Act (ARRA).
Since the completion of the rehabilitation work, significant rain events have
occurred and the Town has noticed a considerable reduction in peak flows at the
Northwood pump station, as well as at the wastewater treatment plant.
In 2009 the Town placed into operation a system -wide comprehensive wireless
monitoring system for the pump stations and wastewater treatment plant. It is a
wireless communications system by Mission Communications and can be viewed on
a password protected website. The Mission Communications installation, along
with five rain gauges (monitored through Missions) was implemented as part of a
Rural Center project.
B. PRESENT CONDITIONS
The overall condition of the infrastructure the Town maintains is satisfactory and it
is improving as aging infrastructure is replaced or rehabilitated, and as UI is reduced.
The Town has completed several projects over the past twelve years to bring its
systems up to date and into regulatory compliance.
C. STUDIES
As part of this CIP project, the Town was able to create an accurate electronic map
of the sewer collection system to identify all existing sewers. This collection system
map is being used as a basis for planning and tracking repairs. Previously, the Town
only had a hard copy map, which was updated by hand as existing manholes and
lines were found or new manholes and lines were added to the system.
To determine approximate manhole locations (and thus pipe lengths), a global
positioning system (GPS) task was completed for each manhole that could be
located. This task included taking GPS coordinates for the manholes located,
assigning a unique identification, and recording specific manhole information.

Specific information included nearest street, location (pavement, easement, gravel,
etc.), and the direction and size of incoming and outgoing pipes.
This project allowed the Town to complete an assessment of the collection system
manholes, because overall manhole condition was recorded during the GPS task.
This was the basis for determining and prioritizing a manhole rehabilitation plan.
The map in Appendix B is a result of the GPS task.
In addition to manhole assessments, the Town completed CCTV inspections of
pipelines. Then a rehabilitation plan was created that addressed the worst parts of
the collection system. A significant portion of this rehabilitation plan was
completed through the ARRA sewer improvements project.
D. SYSTEM LIMITATIONS
With the reduction of 1/I resulting from manhole and pipe rehabilitation and repairs,
there are no immediate specific limitations to the present wastewater collection
system. However, the Town will need to continue identifying I/I sources to
rehabilitate or repair, and identify aging pump station equipment before failure
occurs. Additionally, service lines that are in disrepair need to be identified (as
many are very old) to reduce UI and possible exfiltration.
E. LONG—TERM POTENTIAL SOLUTIONS
The Town should maintain an inspection schedule of its collection system to identify
where higher priority rehabilitation or repairs should be completed. Additionally,
the Town should track where and when all repairs have been completed, whether
scheduled or resulting from an emergency. The Town should maintain an inventory
list of all important pump station equipment with the year installed or repaired and
continue its visual inspections during pump station maintenance visits. The Town
should look to eliminate smaller pump stations to save on energy and maintenance
costs. Smoke test inspections will help in identifying service lines that are in need
of repair.
F. KNOWN DEFICIENCIES —SIX YEAR PLANNING HORIZON
Even though the recently completed ARRA sewer improvements project has made a
noticeable difference in peak flows during significant rain events, the Town is
committed to being pro -active in maintaining its collection system and reducing UI.
The Town expects to expend $500,000 over the next six years on system
maintenance and rehabilitation. System maintenance will consist of smoke test
inspections and camera inspection of clay pipes. Starting in 2011 when the weather
and conditions permit, the Town will complete smoke testing in the Northwood
pump station and Jay Drive pump station tributary areas, as well as in the pump
station areas tributary to the Paul Payne pump station, to identify defects for repair.
After those areas are complete, smoke testing will be completed over time within the
areas that are the oldest in the collection system or within known problem areas:
Additionally, the Town will continue television inspections of the gravity lines,
particularly clay pipes, to locate sources of infiltration.

The Town expects to secure a Clean Water State Revolving Fund (CWSRF) loan in
2011 to address needed rehabilitation within the collection system as shown in
Table 3. This includes the rehabilitation of clay sewer pipes with cured -in -place
pipe, complete replacement of the Northwood pump station forcemain, partial
replacement of the Jay Drive pump station forcemain, replacement of 4" oangeburg
pipe with 8" PVC, and overhaul of the pumps at the Pier Point and Lewittes pump
stations.
There are four collection system projects the Town is planning, one of which is in
the design process (Dialysis Center Sanitary Sewer). In order to be able to serve the
new Dialysis Center, an upgrade to the pumps.and generator set at the Macedonia
pump station is required and a chemical feed system will be installed at the Prison
pump station. The Millersville sewer project would consist of providing sewer
service to the Millersville community (located four miles south of Taylorsville),
which does not have sewer service. The new Paul Payne pump station forcemain
would increase the undersized existing 4" forcemain to a 6" forcemain.
One line item in Table 3 is for vehicle purchases. The Town needs to replace its
maintenance vehicles with hybrid vehicles due to the excessive age of the current
vehicles and to save fuel costs.
TABLE 3
PRIORITY
COLLECTION SYSTEM CAPITAL OUTLAYS NEXT SIX YEARS COST ORDER
CWSRF Project 1
Replace 8"Sewerlines (4,280LF)
$149,800
Replace 10 " Sewerlines (1,273 LF)
$57,285
Replace 15 " Sewerlines (1,824LF)
$118,560
Forcemain Replacements (3,630 LF)
$108,900
Replace Orangeburg Pipe (600 LF)
$55,422
Eliminate Milsaps PS
$50,000
Rebuild Pierpoint PS Pumps
$15,000
Rebuild Lewittes PS Pumps
$15,000
Other (Admin., Eng. Design, Contingency, etc)
$138,085
Dialysis Center Sanitary Sewer (ARC grant project)
$210,000
Millersville Sewer Project
$1,865 100
Two Hybrid Maintenance Vehicles
$75,000
New Paul Payne Pump Station Forcemain
$120,000
System Maintenance and Rehabilitation to Reduce UI
(Estimate $83,000 per year)
$500,000
Total:
$3,478,152
2
4
R

G. KNOWN DEFICIENCIES — 7 TO 20 YEAR PLANNING HORIZON
As long as the Town continues to address and maintain the collection system
through inspections and repairs, thus reducing I/I, there should be few deficiencies
by the end of the six year planning period. The Town will reduce costs by
maintaining the system rather than frequently making emergency repairs. It will
also reduce costs by eliminating the unnecessary treatment of I/I. Additionally, the
collection system capacity will be reserved for wastewater flow and not taken up by
excessive I/I. The Town anticipates expending $40,000 per year annually for system
maintenance and rehabilitation.
Nevertheless, long-term plans need to anticipate the eventual decline of pump
stations, both the structures or the components (pumps, control panels, generator
sets, etc.). It is assumed that, portions or all, of at least 75 percent of the pump
stations (16) will need to be rebuilt or replaced. Six generator sets will need
replacing, based on there being ten generators, of which two were recently or will be
replaced (Northwood and Macedonia pump stations) and it is assumed 75 percent
(6) will need to be replaced. It is expected the SCADA system will be become
outdated during this time and that the rain gauges (5) will need replacing due to
wear. Currently the Town has a fetter trailer for cleaning out sewers, but does not
have the mechanical means to remove debris from the sewers. The purchase of a
maintenance vehicle with cleaning and suction capabilities will enable the Town to
better maintain its sewers. Additionally, this vehicle will assist the Town in
maintaining the pump station wet wells.
The Allen pump station receives little flow, so it will be abandoned when easements
can be acquired, to reduce energy and maintenance costs. The flow to that station
will be redirected to an existing 12" trunk line located approximately 450' west of
the station.
TABLE 4
COLLECTION SYSTEM CAPITAL OUTLAYS BEYOND SIX YEARS COST
Used Sewer Jet/Suction Cleaner Maintenance Truck $120,000
Abandon Allen Pump Station $75,000
Pump Station Repairs and Rebuilding $1,600,000
Replace Generator Sets $240,000
Replace SCADA System (incl. rain gauges) $60,000
System Maintenance and Rehabilitation $560,000
Service Laterals Rehabilitation/Replacement $553,000
$3,208,000
VI. WASTEWATER TREATMENT PLANT
A. EXISTING PLANT DESCRIPTION AND HISTORY
Wastewater generated from the service area is treated at Taylorsville's WWTP
(NPDES permit: NCO026271), which has been in service for more than 50 years.
The plant has a permitted capacity of 830,000 gallons per day and is currently

receiving approximately 400,000 gallons of flow per day. The plant is an activated -
sludge, extended aeration, secondary plant with no primary settling.
The plant headworks consist of a mechanical screen, manual bar rack, and flow
splitter box. The mechanical screen (Hycor Helisieve HLS300) removes '/" debris
from the flow, while the bar rack is a backup to the Helisieve when it is out of
service. The flow splitter box separates the incoming flow into two equal flows, with
each going to an aeration basin. The volume of each aeration basin is approximately
415,000 gallons. The flow from each basin flows to a clarifier, which then flows to
a chlorine contact chamber. After disinfection the flow is conveyed to the
dechlorination chamber before flowing to the effluent line and discharging into the
Lower Little River.
Each clarifier has a recycle pumping station and a scum pumping station. Each
pumping station -can pump flow to an aeration basin as returned activated sludge
(RAS) or can pump flow to one of four aerobic digesters as waste activated sludge
(WAS). The supernatant from each digester is pumped back to the head of the plant.
The sludge is land applied by a private contractor. Appendix C contains a plan view
and a flow schematic of the plant.
An improvement project to increase efficiency at the plant was completed in 2010.
The project included the following:
• Aeration blowers — two electronically controlled butterfly valves, variable
frequency drive (VFD), programmable logic controller (PLC), and two
dissolved oxygen (DO) chart recorders were installed to assist the operators
in controlling the correct DO range for each aeration basin
• Aeration basins — a pH probe was installed at each basin to assist the
operators in maintaining the appropriate pH range and to alert them when an
ammonia spike has occurred
Both of these improvements significantly help the Town to incrementally adjust air
and lime supply rates in response to fluctuations in the influent characteristics, and
thus increase the efficiency of meeting the NPDES permit limits.
Other plant improvements completed in 2010 include:
Decant pumping station — replaced pumps with the pumps from the
abandoned Shannon Park pump station, raised wetwell structure, installed a
control panel, and installed a valve vault.
Added safety rails to the two upper aerobic digesters
B. PRESENT CONDITIONS
The plant is in good condition based on the 1998 plant modifications and expansion,
and the 2010 improvements. A prison expansion is near completion with the
construction of a new medium security prison, expected to begin operation in early
2011, and is part of the 190,625 GPD guaranteed for the prison.
Additionally, flow commitment for a new Dialysis Center that will open in late 2011
to early 2012, will require an additional 4,700 GPD. Currently the plant provides
10

16
adequate capacity, but it will need to be re-evaluated once the prison expansion is
complete.
C. STUDIES
The Construction Grants & Loans Section of the Department of Environment and
Natural Resources completed a wastewater treatment system study in 1995. The
report identified the need for I/I reduction, among other recommendations.
D. PLANT LIMITATIONS
The plant lacks a dedicated solids holding tank for final treatment of bio-solids.
Currently, digesters are filled on a weekly basis until thickened. This does not allow
time for the 60 day minimal holding period. The plant may lack adequate treatment
capacity if the prison adds additional facilities. The plant electrical service has been
maximized to its fullest. The 18" effluent line is very long and has a low slope.
Therefore, the plant cannot be expanded above about 1.2 MGD without also
replacing the effluent line.
E. LONG—TERM POTENTIAL SOLUTIONS
The plant will need to add a dedicated solids holding tank per NCDENR. This can
be accomplished in different ways and needs to be investigated as to the most cost
effective and efficient method (one solution is discussed in the next section). The
tank should be designed to hold a minimum of four months supply of bio-solids
(undisturbed), which would be a minimum capacity of 300,000 gallons.
The Town will likely need to increase the plant NPDES discharge permit to 1.2
MGD sometime in the 10-20 year planning horizon, if the proposed State prison
hospital is built or if significant areas outside the Town are served. The plant
electrical service is addressed below in the next section.
F. KNOWN DEFICIENCIES —SIX YEAR PLANNING HORIZON
To reduce grit entering and settling within the plant and to assist the operators in
maintaining appropriate pH levels, a Rural Center funded project is underway that
consists of constructing a new grit removal system and a new lime slurry system.
The existing mechanical screen is reaching the end of its useful life and needs to be
replaced with a reliable model, yet one that is easier to maintain than the existing
model. The aeration basins blowers should be replaced to increase energy
efficiency, thereby saving money over time.
Currently, the electrical service of 600 amps to the plant has been maximized to the
fullest and needs to be increased to 1,000 amps. Additionally, the existing generator
set has reached its limit with the new additions to the headworks and needs to be
upgraded. Floating decanters should be installed on lower digesters for slower
draining and the sludge piping to the upper digesters need to be reconfigured.
Currently five different valves need to be opened or closed to get the sludge to flow
equally to both upper digesters.
Due to the volatile nature of the gases used to disinfect the effluent before discharge,
a polishing tank followed by a UV system should be implemented. This will
11

a
C
eliminate the potential hazard of the disinfection gases as well as give the plant
operators improved control of the quality of the effluent. The lab area of the
operations building needs to be upgraded at this time, as it will require additional
testing equipment to monitor the effluent turbidity with a UV system.
One solution to adding a dedicated solids holding tank is to construct an above
ground 350,000 gallon sludge storage tank with tractor trailer access loading on the
adjacent Town owned property. This would require pumping the bio-solids from the
main plant to the tank, so an upgrade to the recycling station pumps would also be
required.
TABLE 5
PRIORITY
TREATMENT SYSTEM CAPITAL OUTLAYS NEXT SIX YEARS COST ORDER
Rural Center Project
New Grit Separator System, New Lime Slurry System, and Other
Plant Upgrades
Replace Blower Motors (3) w/ Higher Efficiency Inverter Duty Type
New 350,000 Sludge Tank
New Mechanical Screen
Reconfigure Sludge Piping and Floating Decanters
Operations Building "Lab Area" Improvements
UV System and Polishing Tank
Upgrade Electrical Service to 1,000 Amp
Upgrade Generator Set at Plant
$750,000
$15,000
$400,000
$90,000
$20,000
$25,000
$300,000
$70,000
$70;000
Total: $1,740,000
KNOWN DEFICIENCIES — 7 TO 20 YEAR PLANNING HORIZON
If it will be required of the Town to increase the plant treatment capacity beyond 1.0
MGD, it will likely increase the grade status of the plant from a three to a four: In
addition to the expansion costs, there will be additional financial costs resulting in
the grade increase in the form of additional testing, equipment, and labor.
During this time period, it likely that plant equipment will need to be replaced, such
as blowers, clarifier equipment, aeration systems (diffusers, pipe, appurtances),
pumps, etc. Also, structures will need to be maintained or rehabilitated, such as
cleaning and lining concrete structures, and sandblasting and painting steel
structures.
TABLE 6
TREATMENT PLANT CAPITAL OUTLAYS BEYOND SIX YEARS COST
Expand Plant to a Maximum Capacity of 1.2 MGD $4,000,000
Equipment and Structures Replacement/Rehabilitation `$2,000,000
2
3
4
5
6
7
8
9
12

Attachment (A) Section VI (2)
24 Hour Response Plan
All Town of Taylorsville wastewater pump stations are set up on the Missions Communications System.
In case of an emergency during normal business hours, the pump station will call Town Hall and a crew
will be dispatched immediately. After hours and weekends, pump stations calls are programmed to
call the Town employee who is on duty and carries the smart phone dedicated to receive calls from our
pump stations. A verbal alert will be given from the pump station to the Town employee who will then
respond to the emergency. If the Town employee misses the original call from the pump station, the
next call will go to a.Alexander County 911 dispatcher who will then in turn call the Town employee on
duty. The dispatcher has a list of Town employees phone numbers that will be called until a response
from the Town is recorded.

Attachment (A) Section VI (#4)
Pump Station Contingency Plan
Response time: Immediate. The Town has personnel on duty 24 hours a day.
Equipment list:
Two backhoes
High pressure Jetter
Vaccum Truck
Pumper Truck
Portable generators
Emergency portable lights
Service trucks equipped with spare parts and tools
1000 gallon water tanker for cleaning, etc.

Attachment (A) Section VI (#6)
System Wide Map
We have mapping of our entire system, but not on one page. We hope to have everything on one page
by mid-2017.

RECEIVED
N.C. Dept of ENR
NCDENR MAR 2 4 2010
North Carolina Department of Environment and Natural Reso rces Regional Winston-Salem,
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mr. David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, North Carolina 28681
Subject: Initial Interim Inspec'ticr;;:4
Town of Taylorsville [Alexander]
Sewer Collection System Rehabilitation
Project No. 2W 370 700-02
Dear Mr. Odom:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed its first interim inspection for the state and federally funded portion of subject project at
8:30 am on Tuesday March 9, 2010. The meeting also allowed CG&L the opportunity to present
and discuss items normally done at the Pre -construction meeting, as CG&L did not attend that
meeting on January 11. The interim inspection was conducted in conjunction with the monthly
progress meeting normally scheduled for the 2n1 Tuesday each month. Location of the Progress
meeting was at the Taylorsville Town Hall located at 67 Main Avenue Drive. Contract completion
date is presently August 16, 2010.
You should review this report; take actions or provide responses as .indicated and then file
for your records. If you have any questions please contact me at [phone]-or via e-mail
[e-mail].
S' cerely, / r
VV
Gerald W. Horton, PE
Environmental Engineer
Construction Inspection Group
cc: Benjie Thomas, PE, West Consultants, PLLC
Steve �eddeT:,oW nstan S{a_1em R�egUifdl"DWQ: Off o I
CIG - Mark Hubbard, PE
SRF-ARRA
IFASHARE\Project h1anagement Branch\Group - Construction Inspaction\Projects (ACGVeNRRA (STIMULUS) Projects\Taylorsville ARRA gwh\Int Insp 10-03-09 Taylorsvil'le.doc
Construction Grants & Loans Section
1633 Mail Service Center Raleigh NC 27699-1633 One
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net NorthCarolina
An Equal Opportunity/Affirmative Action Employer Natyrally

Taylorsville , NC Page 2 of 7
Sewer Collection System Rehab. Interim Inspection of
2W 370 700-02 March 9, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
1. Owner and Engineer are requested to have a submittal log for Shiloh available for review at
next meeting.
2. Provide CG&L half-size updated drawings.
3. CG&L requests Inspection logs be available for review next meeting and at all subsequent
meetings.
4. Please have record drawing (as-builts) markups available for review at next meeting and all
subsequent meetings.
5. Please conduct Davis Bacon interviews and have records available for review by CG&L at
subsequent meetings.
6. Progress meetings will be held at Town Hall at 8:30 am the 2nd Tuesday each month through
project duration.
LOAN DISBURSEMENTS
No payment reimbursements have yet been sought.
Contracts:
Sewer line rehabilitation - Insituform Technologies, Inc., 17988 Edison Ave., Chesterfield, PA
63005 (by Charlotte, NC office), Unlimited: Public Utilities, Lic. # 42890
Pump stations and other line work - Shiloh Utilities, Inc., 521 Patrick St. Eden, NC 27288-6016
Unlimited: Public Utilities, Lic. # 27780
Description of Eligible work by Insituform :
o replace 373 linear feet 8-inch gravity sewer;
o sewer rehabilitation of approximately 9,924 linear feet of 8-inch gravity sewer,
o 2,231 linear feet of 10-inch gravity sewer,
o 907 linear feet of 12-inch gravity sewer, and
o 1,261 linear feet of 15-inch gravity sewer.
Description of Eligible work by Shiloh Utilities, Inc.
o various (— 20 ) point repairs of sewer pipe;
o replacement of the gravity sewer under Highway 64 to include 440 linear feet of 16-inch
gravity sewer and two new sewer manholes;
o relining of 96 sewer manholes (690 vertical feet) and
o associated manhole frame and cover rehabilitation;
o and rehabilitation of the Macedonia Pump Station, to include
o relining wet well,
o replacement of piping and valving.
o by addendum #1 Rehabilitation of the Northwood PS will include
o new pumps,
o electrical &
o generator & associated piping.
Non Eligible work
o Any construction outside existing rights -of -way and easements.
o Any cost associated with Alternates Nos. 2 or 3 above base bid.

Taylorsville , NC
Sewer Collection System Rehab,
2W 370 700-02
t
Page 3 of 7
Interim Inspection of
March 9, 2010
CONSTRUCTION INSPECTION
Observations of Insituform construction and progress: (ITI)
1. Insituform started work the week of Feb. 9
2. ITI has completed a significant part of the work, according to schedule distributed at meeting
3. ITI hopes to have remainder of work completed by end of March or early April.
Observations of SHILOH construction and progress: (SHL)
1. Shiloh is 60% done with line repairs
2. Submittals in process for pump stations
CHANGE ORDER UPDATE — none
RFPs Status - none pending
RFIs Status — none pending
Project Schedule — Shiloh needs to provide Construction Schedule
Signs - ARRA signs have been erected and information for OSHA, wage rates etc. are posted
SUBMITTAL Status- Owner and Engineer are requested to have a submittal log for Shiloh
available for review at next meeting.
Inspectors logs/Work Orders - CG&L requests these be available for review at all meetings.
As-builts or Record Drawings - were not reviewed. Please have these available for review at
next meeting and all subsequent meetings.
List of Attendees:
David Odom Taylorsville, Town Manager
Dave Robinette Taylorsville
Ron Lynn
John Abernathy
Keith Duncan
Nick Hollabaugh
Craig Brightwell
Gerald W. Horton
West Consultants, PLLC
West Consultants, Constr. Obsvr.
Shiloh Utilities,. Inc.
Insituform Technologies
Insituform Technologies
NC Construction Grants & Loans
828 632-2218
828 632-2218
828 433-5661
336 616-3116 (c)
919 715-6219
Pre -Construction Items normally presented follows:
Authorized Representatives:
Loan or Grant Recipient: David Odom, Taylorsville, Town Manager
State: Mark Hubbard, PE, Gerald Horton, PE, NC-DENR, DWQ, CG&L
Consulting Engineer: Benjie Thomas, PE, West Consultants, PLLC, 405 S. Sterling St.,
Morganton, NC 28655
Construction Observer Inspector: John Abernathy, West Consultants, PLLC, part time
Date and Time of next Progress meeting:
Tuesday April 8, 2010 8:30 at Town Hall

Taylorsville , NC
Sewer Collection System Rehab.
2W 370 700-02
Page 4 of 7
Interim Inspection of
March 9, 2010
Role Of The Construction Inspection Group (CIG)
1. Attend progress meetings and perform periodic inspections of the project.
2. Review COs for necessity and reasonableness to determine eligibility for loan or grant
funding.
3. Purpose and objectives- of inspections:
a. To ensure that the overall objectives of the loan or grant are realized.
b. To monitor administration of the loan and/or grant to monitor that the project is
- executed in accordance with State regulations and loan and/or grant conditions.
c. To ensure contract compliance and construction in accordance with NC DENR approved
contract documents, plans and specifications and loan or grant agreement.
d. To advise and offer assistance to the loan and/or grant Recipient.
CIG Inspections
1. Prior notice .will be given; however, unannounced inspections may also be conducted.
2. Inspections will be concerned with administrative matters and construction matters/activities.
3.. During inspections, CIG may wish to review, observe and/or discuss:
o Davis Bacon interview(s) status and review Certified payroll records,
o Buy American documentation,
o files and status of shop drawings, submittals,
o inspector's field reports,
o status of record (as -built) drawings,
o status of: Requests for Information (RFIs), Requests for Proposals (RFPs)
o revised construction schedules,
o records of testing of materials, soils, concrete, equipment, and
o pending or executed change orders for completeness, accuracy and whether justified and if
reasonable.
4. The Division of Water Quality (DWQ) requests that all equipment and materials on job site be
properly stored, stockpiled, and protected. Improper storage of materials and equipment may
result in recommendation to reduce reimbursement amount. The job site(s) shall be maintained
in an acceptable manner.
5. Safe working conditions should be maintained at all times. CIG will discuss potential or
apparent safety violations, which may be life endangering or threatening of serious injury. If
warranted or deemed necessary, CIG will take prompt action including notifying State and
OSHA regional representatives of any noted conditions. It remains the Contractor's sole
responsibility to maintain safe working conditions and activities.
6. Results of the inspection will be discussed at the job site during or upon completion of the
inspection.
7. Formal copies of the inspection report will be sent to the loan and or grant Recipient, the
Engineer and only to other parties, if so requested.
8. CIG asks to be notified when the Engineer or Owner plan to schedule a pre -final and/or the
final inspection(s). CG&L requests a copy of punch list(s). In order to close out the project
CG&L must conduct a final inspection.
Change Orders (COs)
DWQ "approval" of change orders means the State determines the Grant or Loan eligibility
thereof. The Loan or Grant Recipient (Owner) should notify DWQ prior to commencement of any
change order work, which may change the scope of the project, except for emergency situations.
Approval of each change order is the responsibility of the Owner and Contractor. Records of COs
should be available for review at any time and CG&L requires being provided one original of all
executed COs and supporting information so CG&L may determine the CO's eligibility for the

Taylorsville , NC Page 5 of 7
Sewer Collection System Rehab. Interim Inspection of
2W 370 700-02 March 9, 2010
loan or grant. However, approval of COs by CG&L is not necessary on STAG projects. CG&L
does however request a copy of each CO on STAG projects. Owner is advised that occasionally
EPA requests the State review the CO(s) for efficacy and to determine if justified.
Recipient's (Owner) And Engineer's Responsibility
1. The Owner and Engineer should become familiar with their responsibilities as defined in
the Code of Federal Regulations Part 40 CFR.
2. STAG grant conditions must be met and loan or grant objectives achieved.
3. For STAG (State and Tribal Assistance Grant) projects, the Owner shall submit Quarterly
Project Progress reports and separate Quarterly MBE/WBE reports. Progress Project
Quarterly report format and mailing information is attached if this is a STAG project. An
electronic version is available on CG&L's web site. Project Progress Quarterly reports are to
be submitted to CG&L, however the MBE/WBE quarterly reports are to be submitted directly
to EPA as agreed to by Owner upon acceptance of the STAG Grant offer. Owner should refer
to that documentation.
Owner Payment Request
1. Before first reimbursement request will be processed, the Owner must provide NC CG&L
executed engineering contract(s) and executed Construction contract(s). It is recommended
that prior to first reimbursement request, the submitter call and talk to Ms. Leslie Rogers in
CG&L accounting section at [phone], which may help to avoid submittal errors.
Submittal forms may be found at CG&L's website: www.nccgl.net.
2. Owner shall provide the NC CG&L inspector with Schedule(s) of Values (SOV) and
Construction (Progress) Schedule for each construction contract. SOVs should correlate with
Bid items or construction costs or Schedule of Values breakdown, as applicable. The
Contractor's pay request should coincide with the items on the bid form or approved schedule
of values. Providing the SOV to CG&L in electronic format, excel or other spreadsheet would
be appreciated.
3. Owner shall expend all of the requisitioned funds for the purpose of paying the costs of the
project within three (3) banking days following receipt of the funds from the State.
4. Owner should be aware of the following payment milestones:
❑ Before first reimbursement can be made Contract Documents must be approved. Contract
document(s) with original signatures shall be provided to CG&L. contracts documents include
the entire set of specifications with the AGREEMENT included.
❑ Owner shall submit or have. submitted Capital Projects Ordinance (CPO)
❑ Prior to 90% Disbursement - All tax must be reported and O&Ms (if required) must be
submitted and approved. .
❑ Before final reimbursement - Engineer's Certification of Completion must be received.
5. Loan or Grant Agreement/Amendments and all conditions placed on them, if applicable, must
be satisfied prior to reimbursements.
6. Do submit / report sales tax with each pay request. The sales tax report should indicate the time
period that is covered. The reimbursement amount will be reduced by the sales tax amount at the
90% milestone. The sales tax is included in the Owner's loan or grant amount. Therefore, the
Owner should be prepared to cover this amount until they receive a disbursement or
reimbursement. If the contractor makes no purchases and has no sales tax to report for the period,
regardless, the sales tax report should be submitted and indicate "No sales tax to report this
period."
7. If requesting reimbursement / payment for materials stored on site, invoice(s) must be provided
to document material cost. Such materials shall be stored safely and securely on site or in a
bonded location(s). An affidavit from the Engineer may be requested by CG&L for items
stored at a bonded location.

Taylorsville , NC
Sewer Collection System Rehab.
2W 370 700-02
Page 6 of 7
Interim Inspection of
March 9, 2010
Environmental Protection
The Owner is advised that the protection of the environment is a loan or grant requirement. It is
for Owner, Contractor(s), Engineer and other participating entities to comply with all
environmental pollution control programs established by the Local jurisdiction, the State, and the
EPA.
1. Continued proper conveyance and treatment of Owner's wastewater during
construction.
2. Proper disposal of all solid and hazardous wastes encountered or generated as part of the
project. _
3 Nottfying the NC Division of Water Quality (DWQ,ieldoffice in
Winston- Salem,�NC, telephone (336) 771 SOOQ to report an oil spill, bypass of sewage or
other environmental emergency caused by any party. The responsible party should take the
initiative to report the matter promptly and to initiate containment and cleanup activities.
4. Submission of, adherence to, and compliance with the erosion and sedimentation control
plan approved by the applicable State or local agency.
5. Protection of existing trees, shrubs, and grass, practice effective measures for dust control
of haul roads, excavation areas, work areas, and borrow areas and restoration of all such
areas.
6. Because this is an environmental project, it is expected that the Contractor(s) and sub
contractors collect and properly dispose of litter, trash and debris generated by workmen on
the project or on the site and along routes of the work.
< END Preconstruction Meeting Report >

Taylorsville , NC Page 7 of 7
Sewer Collection System Rehab. Interim Inspection of
2W 370 700-02 March 9, 2010
NC CONSTRUCTION GRANTS & LOANS
CHANGE ORDER CHECKLIST
The following checklist must be completed and all information must be submitted prior to
approval. Incomplete submittals will not be reviewed. If CG&L requests additional information
and it is not received within 14 calendar days, CG&L may return all Change order information.
Owner
Project Name
Project No.
Change Order No.
Contract No.
Contractor
Change Order Documents
❑ One properly executed change order (original signatures) shall be submitted. CG&L does
not approve change orders, it determines eligibility. Justification, cost basis, time
adjustments and other relevant information shall be included in order for CG&L to make a
determination as to eligibility. All signatories must be clearer identified with title and
printed name in proximityof f original signature.
❑ For a preliminary change order review; all supporting documentation must be included;
❑ Federal and/or State Project number(s) shown on the change order;
❑ Clear description of each change;
❑ Detailed justification to identify the need for each change;
❑ Justification and documentation for any contract time extensions (Time extensions for weather
should be for above -average precipitation. The average number of days with precipitation
greater than 0.10" for each month can be obtained from NOAA Report No. 20);
❑ Copies of new or revised contract drawings and/or specifications for the change may be
necessary. Engineer and Owner are advised that certain changes (change in scope or
significant changes) may require a modification to the Permit or the Authorization to
Construct.
Cost Documentation
Each of the following items should be considered when determining what information and
documentation to submit with each change order:
❑ Revised drawings for change, if applicable;
❑ Engineer's independent cost estimate;
❑ Justification for change and who initiated change;
❑ Contractor's proposal or detailed cost breakdown for labor, material, equipment, tax,
overhead, and profit. It is recommended that for unit price and quantity change orders that
an electronic spreadsheet be provided. This may be relayed via email;
❑ Copies of suppliers' invoices for major items, if applicable;
❑ Memorandum of Negotiation which documents the negotiation process and the basis for
the final negotiated settlement.

,r
i
ILFPFA
4
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director - --
Mr. David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, North Carolina 28681
Dear Mr. Odom:
RECEIVED
' une 22, 2010 N.C.NDept of ENR
Winston-Salem
Regional Office
Dee Freeman
Secretary
Subject: Interim Inspection & Progress Meeting
Town of Taylorsville [Alexander]
Sewer Collection System Rehabilitation
Project No. 2W 370 700-02
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project
at 8:30 am on Tuesday June 8, 2010. The interim inspection was conducted in conjunction with
the monthly progress meeting normally scheduled for the 2nd Tuesday each month. Location of the
Progress meeting is at the Taylorsville Town Hall located at 67 Main Avenue Drive. The next
regularly scheduled inspection and progress meeting is July 13. Contract completion date remains
August 16, 2010.
You should review this report; take actions or provide responses as indicated and then file
for your records. If you have any questions please contact me at [phone] or via e-mail
[e-mail].
S' erely,
"Gerald W. Horton, 'PPE
Environmental Engineer
Construction Inspection Group
cc: Benjie Thomas, PE, Ron Lynn - West Consultants, PLLC JUN 29 2010
Steve Tedder, Winston-Salem Regional DWQ Office
CIG - Mark Hubbard, PE, Gerald Horton
SRF-ARRA
F\SHAf',t\Project Management 8ranch\Group - Construction Inspecton\Projects (ActiveAARRA (STIMULUS) Projects\Taylors IE ARRA gwh\Int Insp I0-06-08 Taylarsville-
Uudg.doc
Construction Grants & Loans Section
1633 Mail Service Center Raleigh NC 27699-1633 One
Phone: [phone] / FAX: [phone] / Internet: www.nccgi.net NorthCarolliina
An Equal Opportunity/Affirmative Action Employer Aatura!!y

Taylorsville , NC Page 2 of 3
Sewer Collection System Rehab. Interim Inspection of
2W 370 700-02 June 8, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
4. June update: additional work under contracts is pending receipt of proposals. CG&L will
allow elimination of the line work under US 64 and applying those funds to other related
work, including relining the SS under US 64, provided it is demonstrated to be warranted
and is relevant to original purpose of the project. The line under US 64 has a sag requiring
Taylorsville to hire a contractor to rod and cleanout the line when it becomes clogged.
Reference: project drawing 9 of 10. CG&L again advised Owner and Engineer to keep
certified payrolls and Davis Bacon interviews current and to maintain Buy American records
on all equipment and materials.
LOAN DISBURSEMENTS
As of June four reimbursements totaling $736,670.00 have been made.
The maximum term of the loan shall not exceed 20 years. Principal forgiven is lh the total project
costs reimbursed and the interest rate is 0% per annum. Total Loan Offer Amount is limited to
$1,017,923.
Contracts:
Sewer line rehabilitation - Insituform Technologies, Inc., (INS)
Pump stations and other line work - Shiloh Utilities, Inc.,
Description of Eligible work by Insituform :
as of June 8, except for change order work, which Insituform has been unresponsive to,
Insituform is complete with their work. Owner also wishes to do some additional cSS cleaning
and line repairs.
o replace 373 linear feet 8-inch gravity sewer;
o sewer rehabilitation of approximately 9,924 linear feet of 8-inch gravity sewer,
o 2,231 linear feet of 10-inch gravity sewer,
o 907 linear feet of 12-inch gravity sewer, and
o 1,261 linear feet of 15-inch gravity sewer.
Description of Eligible work by Shiloh Utilities, Inc.
as of June 8 Shiloh's major items of work remaining are: installing pumps, connecting piping,
checking out generator, and rendering controls operational at Northwood PS. Owner wants
proposal for Shiloh to repair wetwells with cementous liner.
o various (— 20 ) point repairs of sewer pipe;
o replacement of the gravity sewer under Highway 64 to include 440 linear feet of 16-inch
gravity sewer and two new sewer manholes;
o relining of 96 sewer manholes —690 vertical ft. and (Pro -Rehab doing work, which is
cement liner in MH and is yet to be tested via vacuum and cores) ;
o and associated manhole frame and cover rehabilitation;
o ` and rehabilitation of the Macedonia Pump Station, to include
o relining wet well,
o replacement of piping and valving.
o by addendum #1 Rehabilitation of the Northwood PS includes:
o new pumps,
o electrical &
o generator & associated piping.
Non Eligible work
o Any construction outside existing rights -of -way and easements.
o Any cost associated with Alternates Nos. 2 or 3 above base bid.

)r
Taylorsville, NC Page 3 of 3
Sewer Collection System Rehab. Interim Inspection of
2W 370 700-02 June 8, 2010
CHANGE ORDER UPDATE — awaiting response from INS, Owner asked Engineer to pressure
INS for date to do the work and for cost proposal.
RFPs Status - RFPs still in process and will become change order(s) nos. 2
RFIs Status — none pending
Project Schedule — Insituform complete with original work. Shiloh nearly complete except for
items mentioned above under Description of Eligible work
Signs - ARRA signs have been erected and information for OSHA, wage rates etc. are posted
Inspectors logs/Work Orders - logs were reviewed and deemed adequate at -earlier meeting.
CG&L requests these be available for review at all meetings.
As-builts or Record Drawings - were not reviewed. Please have these available for review at
next meeting for both contractors.
List of Attendees:
David Odom
Dave Robinette
Ron Lynn
H. Keith Duncan
Taylorsville, Town Manager
Taylorsville
West Consultants, PLLC
Shiloh Utilities, Inc.
828 632-2218
828 632-2218
828 433-5661
336 616-3116 (c)
Gerald W. Horton NC Construction Grants & Loans 919 715-6219

—�. RECEIVED
N.C. beat. of @Wia
NCDENR MAR 2 3011
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 22, 2011 RECEIVED
DIVISION OF WATER OUALITY
Mr. David Odom, Town Manager MAR 2 5 20
Town of Taylorsville
67 Main Avenue Drive SWP SECTION
Taylorsville, North Carolina 28681 MOORESVILLE REGIONAL OFFICE
Subject: Final Inspection & Meeting
Town of Taylorsville [Alexander]
Sewer Collection System Rehabilitation
Project No. 2W 370 700-02
Dear Mr. Odom:
The Construction Inspection Group (CIG) of the Construction Grants & Loans Section
(CG&L) performed a Final Inspection for the state and federally funded portion of subject project
on Thursday March 17, 2011. The Final inspection and meeting were conducted at
the Taylorsville Town Hall followed by visits to the project sites.
You should review this report and take any actions indicated in order to close the loan.
Copies of all related correspondence should be filed and maintained in your project records for a
period of 3 years. If you have any questions, please call me at [phone] or via e-mail at
[e-mail].
z
ely,
( "-
a44'
Gerald W. Horton, PE
Environmental Engineer
Construction Inspection Group
cwtun'vu
cc: Benjie Thomas, PE, Ron Lynn - West Consultants, PLLC
Water Quality Supervisor, Winston-Salem Regional DW Q Office
CIG - Mark Hubbard, PE, Gerald Horton
SRF-ARRA
F:\SHARE\Project Management UranchUroup - Constractian Inspection\Projects (Artiva)\I APRA (STIMULUS) Projects\Taylarsville ARRA ph\ClaseUuAFINAL 11-93-flaylorsville.dou
Construction Grants & Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NoithCarolina
Phone: [phone] / FAX: 919 71"229 / Internet: www.nccgi.net Amunally
An Equal Opportunity/Affirmative Action Employer

Taylorsville , NC
Sewer Collection System Rehab.
2W 370 700-02 ARRA
Page 2 of 3
Final Inspection of
March 17, 2011
I. REQUIRED and RECOMMENDED ACTIONS ITEMS FROM FINAL INSPECTION
Final inspection and discussions indicated systems were operational but action items must be addressed or
resolved before final reimbursement can be made. If a response is requested below from either the Owner or
r or by
Engineer, the item(s) maybe in
ressed via a statement in a cover ormat on be submitted at one time- If forms are needed to comply with g the requested oite Son.
It is suggested all re aired �nf
below, refer to hi-tp://portal.ncdenr.org/web/wq/tgls/fap/apps
1) CG&L's Final inspection indicated project is complete and acceptable upon addressing
following outstanding matters.
2) Record drawings have not yet been provided to Owner. Confirm in writing when ALL
record drawings have been provided to Owner.
3) CIG inspector, G. Horton, reviewed/witnessed test reports, inspector's logs, and shop
drawings. These were deemed satisfactory and complete.
4) Provide warranty letter for project identifying all applicable warranty dates. The
documentation should state effective dates for all warranties including but not limited to:
contractor's (workmanship) warranty for Insituform, Shiloh Utilities, equipment and material
warranties for Fairbanks -Morse pumps, and Inspecta-Shield wet well coatings. Dates for
each must be specific. It is recommended the documentation be copied to all parties.
5) Training was provided according to Owner and Engineer.
Submit Engineers certifications) to CG&L for all work.
7) Submit Final change order .
8) Provide .copy of contractors' release of liens.
9) Provide copy of contractors' consent of surety.
10) Submit final sales tax report and reimbursement re uest.
11) Owner shall submit Owners Certification of Completion.
12) For the record there was only one subcontractor, KRG, subcontractor (TV & cleaning) to
Insituform. They are an MBE contractor.
13) Submit form 6100-2 indicating actual amounts paid to MBE firms.
14) Submit copy of ARRA Requirements form containing Buy American documentation and
validating Davis Bacon interviews were conducted. Please sign the form.
15) Davis -Bacon interview forms, Certified payroll records and Buy American documentation
were observed by CG&L on date of Final inspection and appeared to be complete. Owner is
advised to keep records thereof in project file.
H. LOAN SRF 2W CS370 621-02 (ARRA)
No closing costs required for this project, Total Loan Offer Amount is limited to moue 41.
Total contract amount Eligible Amount
Initial Loan Budget Total contra $ 398,548.50
Insituform $398,548.50
$ 538,120.00
Shiloh $538,120.00
$ 46,833.50
Contingency 84 800.00
Tech Services $1,068,302.00
Total Eligible Costs
111. CONTRACTS situform Technologies, Inc-,17988 Edison Ave., (INS)
Sewer line rehabilitation - In
Chesterfield, PA 63005 (by Charlotte, NC office), Unlimited: Public Utilities, Lic. # 42890
pump stations & other line work - Shiloh Utilities, Inc., 521 Patrick St. Eden, NC 27288-6016 (SUI)
Unlimited: Public Utilities, Lic. # 27780

-- Taylorsville , NC Page 3 of 3
Sewer Collection System.Rebab. Final Inspection of
2W 370 700-02 ARRA March 17, 2011
IV. DESCRIPTION OF ELIGIBLE WORK
by insituform :
o replace 373 linear feet 8-inch gravity sewer;
o sewer rehabilitation of approximately 9,924 linear feet of 8-inch gravity sewer,
o 2,231 linear feet of 10-inch gravity sewer,
o 907 linear feet of 12-inch gravity. sewer, and
0 1,261 linear feet of 15-inch gravity sewer
o lining of sewer under US 64 was added by change order in lieu of bore and jack parallel
to existing "bellied" sewer.
by Shiloh Utilities, Inc.
o various (— 20 ) point repairs of sewer pipe;
o replacement of the gravity sewer under Highway 64 to include 4401inear feet of 16-inch
gravity sewer and two new sewer manholes;
o relining of 96 sewer manholes —690 vertical ft. and (Pro -Rehab doing work, which is
cement liner in MH and is yet to be tested via vacuum and cores) ;
o and associated manhole frame and cover rehabilitation;
o and rehabilitation of the Macedonia Pump Station, to include
o relining wet well,
o replacement of piping and valving.
o by addendum #1 Rehabilitation of the Northwood PS includes:
o new pumps,
o electrical &
o generator & associated piping
Non Eligible work
o Any construction outside existing rights -of -way and easements
o Any cost associated with Alternates Nos. 2 or 3 above base bid
V. CHANGE ORDERS - submit Final change. To date, there were 2 approved change orders for
Insituform and 4 for Shiloh. Shiloh's contract has been closed out since the fall of 2010.
VI. PARTICPANTS
David Odom
Taylorsville, Town Manager
828 632-2218
828 632-2218
Dave Robinette
Taylorsville
Ron Lynn
West Consultants, PLLC
828 433-5661
Benjie Thomas
West Consultants, PLLC
828 433-5661
Gerald W. Horton
NC Constriction Grants & Loans
919 715-6219

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive, S.E.
Taylorsville, North Carolina 28681
SUBJECT
Dear Mr. Odom:
Coleen H. Sullins Dee Freeman
Director Secretary
RECEIVED
DIVISION OF WATER QUALITY
JAN 19 2011
January 13, 2011 SWP SECTION
MOORESVILLE REGIONAL OFFICE
Review Comments
Town of Taylorsville
Collection System Rehabilitation & Repair Engineering
Report and Environmental Information Document
Project No. CS 370700-03
The Construction Grants and Loans Section has completed its technical and
environmental review of the subject Collection System Improvements Minor Engineering Report
and Environmental Information. Document. A copy of the comments resulting from this review
is attached for your reference. Any comments received from the Mooresville Regional Offices
will be forwarded to you upon receipt. These comments are also being sent directly to your
consulting engineer, W. K. Dickson, by copy of this letter. A revised Engineering Report and
Environmental Information Document that incorporates responses to these comments
should be submitted for our review and approval and must be re -submitted by February
14, 2011. Failure to submit by this date will result in loss of funding. Providing thorough
and complete responses to these review comments in a timely manner is necessary at avoid
delays of the project approval.
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd: Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org Ama'ally
An Equal Opportunity 4 Affirmative Action Employer

Mr. David Odom
January 13, 2011
Page Number 2
If you have any questions concerning environmental issues for this matter, please contact
Susan C. Kubacki of our staff at [phone]. If you have any questions concerning the
technical review issues, please contact William H. (Bill) Bland, Jr., P.E. at [phone]. You
may also contact me at [phone].
Sincerely,
Jennifer Haynie, Supervisor
Facilities Evaluation Unit
Attachment (all cc's)
cc: West Consultants, PLLC — Benjamin Thomas, P.E.
UNfcaoresuial�l�I�e 'iga%,Cf e
Mark Hubbard, P.E.
William H. Bland, Jr., P.E.
FEU/SRF

11
Technical Review Comments
Town of Taylorsville
Collection System Improvements
Engineering Report — December 2010
Project No.: CS 370700-03
January 13, 2011
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 Engineering Report (ER) that
addresses the issues discussed in the comments. In addition, the comments and responses
may be included as a part of the ER (e.g. in an Appendix).
I. General
1. 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.
2. Effective September 1, 2006, the Division's rules contained in 15A NCAC 2H have
been replaced by the new 15A NCAC 2T Rules. Minimum Design Criteria for both
non -discharging and discharging facilities can now be found in the 2T Rules. A copy
of the new Rules can be found at: http://h2o.enr.state. nc.us/lau/main.html.
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. 401 Water Quality Certification and Army Corps of Engineers' 404 Permit for all
stream crossings, or letters from the Army Corps of Engineers and from the
Wetlands 401 Certification Unit stating that none is required for this project.
c. Section 10 Permit for aerial crossings of navigable waters, or a letter from the Corps
stating that none is required for this project.
d. 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, the Construction Grants and Loans
Section (CG&L) 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 1 of 3

'4
e. Copies of NCDOT encroachment agreements and Railroad encroachment
agreements. Copies of these agreements must be provided in the specifications, or
it must be documented how all construction requirements associated with the
agreements have been incorporated in the plan.
f. All construction easements, permanent easements, and rights -of -way. These
agreements and rights -of -way must be shown on the plans.
4. Please number all figures and make appropriate references in the text.
5. Comments from the NC DWQ Mooresville Regional Office will be forwarded when
available.
II. Executive Summary
1. The proposed project includes replacing 600 feet of 4-inch Orangeburg pipe (Pages 2,
7), while Table M.3 shows the Taylorsville collection system has 300 feet of 6-inch
Orangeburg pipe. Clarify the discrepancy and maintain consistency.
2. Indicate whether the repairs already completed Northwood Pump Station, plus the
proposed replacement of the existing force main, are adequate to correct the SSO
problems this Pump Station has seen in the past (see Table M.6).
III. Current Situation
1. Mapping
a. In addition to the location mapping included, provide a revised base map(s) at a
sufficient scale so that details of the sewershed are discernable. Show and label the
following details for the sewershed and the surrounding area: (1) pump stations
discussed in the text (Northwood, Macedonia, Lewittes, Pier Point, Jay Drive,
Milsap, etc.), (2) area streams (Muddy Fork, Stirewalt Creek, etc.), (3) local streets
and highways (e.g., June Bug Loop Road, Industrial Blvd., etc.),, and(4) the
Taylorsville WWTP
b. Using the mapping discussed in the comment above, show the location of SSOs in
the sewershed (indicating whether the SSO occurred at a pump station, manhole,
gravity sewer line, or force main) and the surrounding service area within the last
five years, gravity lines, and force mains.
c. Use the map described in Comment III. La as a base map when describing the
proposed project components.
2. Table M.2. Maintenance Activities:
a. Discuss ongoing programs to identify blockages, `exfiltration,' and sources of
infiltration and/or inflow in the collection system, prioritize the identified areas, and
take steps to correct these problems.
Page 2 of 3

b. Discuss ongoing efforts to prevent grit from entering the wastewater collection
system and the WWTP.
3. Table M.7. General WWTP Condition. Include a performance evaluation of the
existing Taylorsville WWTP, and indicate whether the WWTP is having any issues
meeting its NPDES effluent limits, particularly due to the accumulation of grit in the
aeration basins, clarifiers and digesters.
4. Per Section 6.3.2, indicate whether there are any areas within the sewershed that do not
have sewer service, or that have failing septic tanks.
IV. Alternatives Analysis
1. Milsaps Pump Station is proposed to be taken out -of -service as part of this alternative.
In each of the alternatives where this occurs, provide the size of the new gravity line
from the Milsaps Pump Station, the size of the gravity sewer immediately downstream,
and the discuss whether this downstream sewer can handle this new flow along with its
own present and projected flow.
2. Table M.10.4. Alternatives Description for Preferred
a. Since all but one of the SSOs listed in Table M.6 are for the Northwood Pump
Station, and this Pump Station has undergone repairs, discuss how the gravity sewer
lines, force mains, and pumps were prioritized for rehabilitation or replacement
based on information provided in response to Comment III.2.a.
b. On the project map discussed in Comment III.1, show the locations where gravity
sewers are proposed for CIPP rehabilitation, where force mains are to be replaced,
and where new pipe is to be installed, including where the new work would tie into
the existing collection system.
c. For each section of gravity line proposed for replacement, provide the diameter for
the pipe proposed for CIPP, as well the upstream and downstream pipes, along with
the recommended pipe size for replacement. Provide similar information for each
force main proposed for replacement. If any proposed pipe size varies from the
existing pipe size, provide an explanation as to why.
3. Table F.1.1. Capital Cost for Replacement Only and Table F.2.1. Replacement Cost
Life Cycle Assumptions for Replacement Only: Amend these tables to show the pump
capacity of the new pumps at the Pier Point and Lewittes Pump Stations.
4. For the "Eliminate Milsaps PS" component under Tables F.1.1 through F.3d.3, confirm
that the cost includes the 1,205 feet of new gravity line.
Page 3 of 3

Environmental Review Comments
Engineering Report for the
Collection System Improvements
Town of Taylorsville
Project No.: CS370700-03
January 13, 2011
I. General: As the Project Description, Purpose, Need, and Alternatives Analysis change in
the Engineering Report (ER), update the Environmental Information Document (EID).
II. Table S.1 Proiect Description
1. Include a reference to a project location map.
2. USGS Topographic Map
a. Include a scale on the map to provide the reader with an idea of the scope of the
prof ect.
b. The symbol denoting forcemain or gravity lines slated for replacement very faint.
Please choose a different symbol and/or color.
3. Explain how the project fits with previously planned and/or future projects as
mentioned in the Executive Summary.
III. Table S.3 Alternatives Analysis
1. Expand the "Replacement Only" alternative to provide a full description of all actions
that would be taken under this alternative.
2. In the "rationale for acceptance" for the preferred alternative, briefly explain how the
environmental impacts associated with the preferred alternative compare to the
environmental impacts associated with the other alternatives that were considered.
IV. Table SA Topography and Floodplains
1. Floodplain Map: Show the location of the project components. If necessary, more than
one map may be used.
2. Per Section 11.2.7.1, discuss the topography and floodplain characteristic of the project
sites as well as the project vicinity. The discussion on impacts needs to be specific to
topography and floodplains. Note that even minor construction activities typically have
the potential for some impacts to topography if appropriate mitigative measures are not
implemented, and impacts,to previously disturbed lands such as utility easements must
be included in the assessment.of impacts.
Page 1 of 3

,1
V. Table S.5 Soils
1. Soils map: Show the location of the project components on the soils map. If necessary,
more than one map may be used.
2. Per Section 11.2.8.2 of the guidance, provide a more detailed description of
construction impacts on soils located on the project site. Even though construction will
take place on previously disturbed land, the extent of disturbance due to this project
must be described.
VI. Table S.9 Wetlands and Streams: Per Section 11.2.12.1 of the guidance, provide a map
that clearly shows the location of streams located in the project area and the project
component sites.
VII. Table S.10 Water Resources
1. Per Section 11.2.13.1 of the guidance, describe groundwater resources.
2. Though Energy United Water Corporation provides the drinking water for the Town,
the source from where they draw their water is not clear. Provide the source of
drinking water.
3. Review the discussion on impacts and mitigative measures and update the table,
keeping in mind that even minor construction activities typically have the potential for
impacts to surface waters if erosion and sedimentation controls are not implemented.
VIII. Table S.11 Shellfish, Fish, and Their Habitats: The entire table must be completed per
Section 11.2.14 of the. guidance; it applies to all shellfish and fish species and habitats in
the project area, not just threatened and endangered (T&E) species. Note that even minor
construction activities typically have the potential for impacts to aquatic species if
appropriate erosion and sedimentation controls are not implemented. If there are no
shellfish or fish species in the stream that is located in the project area, clearly state such.
IX. Table S.12. Wildlife and Natural Vegetation
1. Describe the existing environment in accordance with Section 11.2.15.1 of the
guidance. Note that previously cleared land does typically support some vegetation and
wildlife and should be described even if impacts are not anticipated.
2. Show the approximate locations of threatened species (bald eagle and bog turtle) on an
environmental features figure that also clearly identifies the location of each project
component.
3. The possible presence of threatened species is a concern that must be carefully
considered and addressed in the EID. Potential impacts to threatened species must be
clearly identified along with mitigative measures that will be implemented to minimize
such impacts. If no impacts are anticipated, clearly explain why and how any impacts
will be avoided.
Page 2 of 3

X. Table S.15 Air Quality: Per Section 11.2.18.1 of the guidance, note whether there have
been any odor problems associated with the project and what impact the project will have
on odor.
XI. Table S.16 Noise Levels
1. Note that the restriction on hours of operation listed under "Impacts" is a mitigative
measure. List these restrictions under the Mitigative Measures cells.
2. Include the pump stations that are to be rehabilitated in the discussion of current noise
levels, operational impacts and mitigative measures for when the project is operational.
XII. Table S.18 Environmental Justice: Per Section 11.2.21.1 of the guidance, a second map
must be included for low-income populations.
XIII.Table S.19 Mitigative Measures: Even minor construction projects have the potential for
some impacts to the environment; therefore, this table must be completed as directed in
Section 11.2.22 of the guidance. This table should summarize and be consistent with the
impacts and mitigative measures identified in the preceding tables. Every resource
category that has potential impacts and mitigative measures must be included. Be sure that
the table reflects any changes made in response to the preceding comments.
Page 3 of 3

ELLENDALE SCHOOL
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TOWN OF TAYLORSVILLE
CAPITAL IMPROVEMENT PLAN
COLLECTIOI! S,
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Performance Annual Report
Town of Taylorsville
(2010-2011)
I. General Information
Facility System Name: Taylorsville Wastewater Treatment Plant & Collection System
Responsible Entity: Town of Taylorsville
67 Main Ave Dr, Taylorsville NC, 28681
Persons in Charge/Contacts: Warren Miller -Back-up operator WWTP
Darrin Weaver -Back-up operator CS
David Robinette -Public Works Director/CS ORC
Applicable Permit(s): NCO026271-WWTP &OffiX- 1i 5 Collection System
Description of Collection System & Treatment Process:
RECEIVED
DIVISION OF WATER QUALITY
JUL .18 2011
S'OYP SECTION
MOORESVILLE REGIONAL OFFICE
The Town of Taylorsviile's Collection System consists of approximately 22 miles of sewer pipe and 22 regularly maintained pump
stations. Domestic sewage flows into an. 830,000 gallon per day Treatment Facility where it is properly treated for discharge into
the Lower Little River. The WWTP consists of one micro -screening device for solids removal, two (2) 415,000 gallon aeration
basins for BODS and NH removal, two (2) 45 foot diameter Clarifiers for settling solids, two (2) CL2 chambers for water
disinfection, and one (1) S02 chamber to reduce CL2 levels in treated water. Also, there are four (4) aerobic digester which treat
an average of 1.2 million gallons of sludge per year for land application. Each process has operated efficiently throughout this
fiscal year. The Effluent has been compliant with state regulations each month (with the exception being the month of 12/2008
when TSS levels were marginally non -compliant due to heavy rainstorms).
III. Performance:
Text summary of System Performance for the fiscal year 2010-2011.
The sewer system is effectively maintained and operated at all times to prevent improper discharge to land or surface waters. A
map of the sewer system has been developed and actively updated. An operation and maintenance plan has been developed and
implemented. A general observation of the entire sewer system is conducted at a least one per year. inspection and
maintenance records are kept for a period of three (3) years. Also. any overflows or bypasses (SSO's) are reported to our division
regional office in accordance to 15A NCAC 26.0506 (a) as well as public.notification (as needed).
The Town's Sewage Collection System operated efficiently with only minor clogs that were quickly unstopped to prevent SSO's.
The WWTP successfully removed over 97% of organic biological contaminants, and over 90% of the settable solids from the
wastewater throughout the year, and produced a clear -clean water to reintroduce into the river.
There was only one (1) occurrence of sewer overflow during the fiscal year 2010-2011. The incident was reported to the State
Division of Water Quality (DWQI in Mooresville as regulations require, and repairs and cleanup performed also according to
stringent state regulations.
Ill. Notifications:
This report will be published in the local newspaper and the public will be advised that copies will be available at the Town Hall.
IV. Certification.
I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further certifv that this
report has been made available to the users or customers of the named system, and that those users have been notified of its
availability.
8 �---AA June 30, 2011
David Robinette RECENED / DENR / DWQ
Public Works Director Aquifer Prot,,rtioll Sec+lon
Town of Taylorsville
JUL 11nil

RI
EIVED
Dent of ENR i
�=�q
NC® NR
FAUG2 2010
North Carolina Department of Environment and Natural ResourcelOY
Winston-Salem
Division of Water Quality
--
Beverly Eaves Perdue Coleen H. Sullins
Dee Freeman
Governor Director
;Secretary.
July 29, 2010
Mr. David Odom, Town Manager
AUG `� 4 22010
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, North Carolina 28681
Subject: Interim Inspection & Progress Meeting
Town of Taylorsville [Alexander]
Sewer Collection System Rehabilitation
Project No. 2W 370 700-02
Dear Mr. Odom:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project
at 8:30 am on Tuesday July 13, 2010. The interim inspection was conducted in conjunction with
the monthly progress meeting normally scheduled for the 2nd Tuesday each month. Location of the
Progress meeting is at the Taylorsville Town Hall located at 67 Main Avenue Drive. The next
meeting may be a final inspection. Contract completion date remains August 16, 2010.
You should review this report; take actions or provide responses as indicated and then file
for your records. If you have any questions please contact me at [phone] or via e-mail
[e-mail].
Si cerely,
Gerald W. Horton, PE
Environmental Engineer
Construction Inspection Group
cc: Benjie Thomas, PE, Ron Lynn - West Consultants, PLLC
,f, i ston-Sa 1 DWQ Office
j CIG - Mark Hubbard, PE, Gerald Horton/16
SRF-ARRA
F:\SNARL\Project Management flranch\Group - Construction Inspection\Projects lActiVSAARRA (STIMULUS) Projects\T2ylorsd1E ARRA gsvh\lnt Insp I0-97-13 Taylorsrille-budg.doc
Construction Grants & Loans Section
1633 Mail Service Center Raleigh NC 27699-1633 One
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net NorthCarolina
An Equal Opportunity/Affirmative Action Employer Naturally

Taylorsville, NC
Sewer Collection System Rehab.
2W 370 700-02
Page 2 of 2
Interim Inspection of
July 13, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
5. CG&L requests, Inspections logs be available for review at all meetings.
6. Please have record drawing (as-builts) markups available for review at all meetings.
12. CG&L reminded Owner and Engineer to keep current with Davis Bacon interviews, Certified
payroll records and Buy American documentation. CG&L discussed and handed out an
ARRA checklist which Owner should use to keep up to date records on Davis Bacon
interviews, Certified Payrolls, and Buy American documentation. A copy is also attached to
this report. Please have all documentation available for review at the August meeting.
CG&L reviewed Buy American documentation for project which appeared to be in order.
13. A change order for Insituform to line the segment of outfall under US 64 is still pending.
14. Owner requested CG&L review and approve CO#2 for Shiloh as soon as practical. That
change order was reviewed; approval letter was sent July 16.
15. The possibility -of performing Final Inspection(s) next month (August) was discussed. A
Final inspection. checklist was emailed and one is attached to this report.
LOAN DISBURSEMENTS
As of June 1, four reimbursements totaling $736,670.00 have been made.
The maximum term of the loan shall not exceed 20 years. Principal forgiven is'/a the total project
costs reimbursed and the interest rate is 0% per annum. Total Loan Offer Amount is limited to
$1,017,923.
Contracts:
Sewer line rehabilitation - Insituform Technologies, Inc., (INS)
Pump stations and other line work - Shiloh Utilities, Inc.,
CHANGE ORDER UPDATE — Still awaiting response from Insituform, Owner asked Engineer
to pressure Insituform for date to do the work and for cost proposal.
RFPs Status - RFPs still in process and will become change order(s).
RFIs Status — none pending
Project Schedule — Insituform complete with original work. Shiloh nearly complete except for 55
ft. spot repairs, raise a few Manholes, CO work and resolving MH insert "fit" problems
Signs - ARRA signs have been erected and information for OSHA, wage rates etc. are posted
Inspectors logs/Work.
Orders - logs were reviewed and deemed adequate at earlier meeting.
CG&L requests these be available for review at all meetings and for Final inspection.
As-builts or Record Drawings - were not reviewed. Please have these available for review at
next meeting for both contractors.
List of Attendees:
David Odom
Ron Lynn .
H. Keith Duncan
Taylorsville, Town Manager
West Consultants, PLLC
Shiloh Utilities, Inc.
828 632-2218
828 433-5661
336 616-3116 (c)
Gerald W. Horton NC Construction Grants & Loans 919 715-6219

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Ea-, s Perdue Coleen H. Sullins
<overnor Director
April 23, 2010
Mr. David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, North Carolina 28681
Dee Freeman
Secretary
RECEIVED
N.C. Dept. of ENR
APR 2 6 2010
Winston-Salem
Regional office
Subject: Interim Inspection & Progress Meeting
T rG t o o vilie [ 1 xander]
S er Collectio ygct m— Rehabilitation
Project No. 2W 370 700-02
Dear Mr. Odom:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project at
8:30 am on Tuesday April 13, 2010. The interim inspection was conducted in conjunction with the
monthly progress meeting normally scheduled for the 2nd Tuesday each month. Location of the
Progress meeting was at the Taylorsville Town Hall located at 67 Main Avenue Drive. The next
regularly scheduled inspection and progress meeting is May 11. Contract completion date remains
August 16, 2010.
You should review this report; take actions or provide responses as indicated and then file
for your records. If you have any questions please contact meat (919) 7;1:5-.62:19,or via e-mail....
gerald-horton @ ncdenr.gov.
Sir}�cerely,
t J
MAY 10 2010
Gerald W. Horton, PE
Environmental Engineer
r ,
Construction Inspection Group. -
cc: Benjie Thomas, PE, West Consultants, PLLC
"eve Tedder WU_ sf7 aler=rr ' eg�it_nal
CIG - Mark Hubbard, PE
SRF-ARRA
:r r •: 1 , ';^ _!':c:'',a ,:,r ,.: r . l t_IG •. f !Sli;!;U(tliiProje
Construction Grants & Loans Section
'633 Mail Se^lice Center Raleigh NC 27699-1633
='hona: 919-; 33-6900 / FAX: [phone] / Internet: www.nccgi.net
n Equal Opc ,rtunity;Affirmative Action Employer
„�w.• � yr }' .. :••��� �'r }��
' M AY - 4UU
2010
snl'�plt�nH.i�1LLr!�`nrtJacl4�{3�ICE
.w
-- �NorthCarolina
Natltrally

41 Page 2 of 3
Interim Inspection of
April 13, 2010
tECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
i previous progress meetings (for reference) are italicized.
i erected.
again requests submittal log be brought to each meeting zantil all
pproved. Because Insituform is nearly complete with their contract
iloh. Please have updated submittal log available at next progress
, nearing completion of its work. Owner and Engineer are requested to
>r Shiloh available for review at next [April] meeting.
can be added and changed on these projects. Specifically draft
,e provided on both contracts. For Shiloh changes include quantity
ges to scope apparent once work began and deletion of certain work as
in a net decrease of —$6393. For Insituform changes included deletion
o be CIP. Both these change orders appear to be eligible as long as
, executed change orders are received, and work is relevant to the
ars they are.
on eligibility of eliminating the parallel sewer line and the bore and
iminating this work is being considered because of the presence of
ck which renders the work risky, ie possibly worthless at a cost of
allow elimination of this work and applying those funds to other related
emonstrated to be warranted and is relevant to original purpose of the
native Options discussed were: 1) HDD, 2) "by-pass" force main and
clean tuberculation in the DIP and then install liner. The line under
iring Taylorsville to hire a contractor to rod and cleanout the line when
Chis becomes an emergency situation to avoid a sewage spill. It is
f the wastewater flow from Taylorsville goes through this line.
-awing 9 of 10.
ections logs be available for review at all meetings.
rawing (as-builts) markups available for review at all meetings.
iews were conducted. Owner is advised to do exit interview(s)for
?y leave the job. Please conduct Davis Bacon interviews and have
review by CG&L at subsequent meetings.
hat with this work there has been a noticeable drop in wastewater flows
g visited Macedonia Church Rd. Pump Station. this is where one of the
-d.
IS
Ls have yet been sought.
[nsituform Technologies, Inc., 17988 Edison Ave., Chesterfield, PA
C office), Unlimited: Public Utilities, Lic. # 42890
ie work - Shiloh Utilities, Inc., 521 Patrick St. Eden, NC 27288-6016
ties, Lic. # 27780

Taylorsville , NC Page 3 of 3 '
Sewer Collection System Rehab. Interim Inspection of 1
2W 370 700-02 April 13, 2010
Description of Eligible work by Insituform :
o replace 373 linear feet 8-inch gravity sewer;
o sewer rehabilitation of approximately 9,924 linear feet of 8-inch gravity sewer,
o 2,231 linear feet of 10-inch gravity sewer,
o 907 linear feet of 12-inch gravity sewer, and
o 1,261 linear feet of 15-inch gravity sewer.
Description of Eligible work by Shiloh Utilities, Inc.
o various (— 20 ) point repairs of sewer pipe;
o replacement of the gravity sewer under Highway 64 to include 440 linear feet of 16-inch
gravity sewer and two new sewer manholes;
o relining of 96 sewer manholes (690 vertical feet) and
o associated manhole frame and cover rehabilitation;
o and rehabilitation of the Macedonia Pump Station, to include
o relining wet well,
o replacement of piping and valving.
o by addendum #1 Rehabilitation of the Northwood PS will include
o new pumps,
o electrical &
o generator & associated piping.
Non Eligible work
o Any construction outside existing rights -of -way and easements.
o Any cost associated with Alternates Nos. 2 or 3 above base bid.
CHANGE ORDER UPDATE — see discussion above under items nos. 3 and 4
RFPs Status - in process to become change orders
RFIs Status — none pending
Project Schedule — Shiloh still needs to provide Construction Schedule and bring it to meeting
Signs - ARRA signs have been erected and information for OSHA, wage rates etc. are posted
SUBMITTAL Status- Owner and Engineer are requested to have a submittal log for Shiloh
available for review at next meeting.
Inspectors logs/Work Orders - logs were reviewed and deemed adequate. CG&L requests these
be available for review at all meetings.
As-builts or Record Drawings - were reviewed. Please have these available for review at next
all meetings.
List of Attendees:
David Odom Taylorsville, Town Manager 828 632-2218
Dave Robinette Taylorsville 828 632-2218
Benjie Thomas West Consultants. PLLC 828 433-5661
Ron Lynn West Consultants, PLLC 828 433-5661
John Abernathy West Consultants, Constr. Obsvr.
H. Keith Duncan Shiloh Utilities, Inc. 336 616-3116 (c)
Nick Hollabaugh Insituform Technologies
Gerald W. Horton NC Construction Grants & Loans 919 715-6219

i
LT
A J
- aA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 21, 2009
Mr. David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, North Carolina 28681
JAN - 6 2010
SUBJECT: Town of Taylorsville
Sewer Collection System Rehabilitation Project
Approval of Addendum No. 1
American Recovery and Reinvestment Act of 2009
Project No. 2W370700-02
Dear Mr. Odom:
Reference is made to Addendum No. 1, received May 14, 2009, from the engineer for
revisions to the subject project.
The proposed addendum, as described in the attachment, has been reviewed by this
office, and is hereby approved, and eligible for funding in accordance with the loan offer and
conditions thereof.
Eligible
Rehabilitation of the Northwood Pump Station, to include new pumps, electrical and
generator, and associated piping, as described in Alternate No. 1.
Non Eligible
Any cost associated with Alternates Nos. 2 or 3 above base bid.
The approval of this addendum does not constitute any change in the amount of your loan
for this project.
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 addenda do not imply approval of a restrictive
specification for bidding purposes; nor is it an authorization for noncompetitive procurement
actions.
1633 Mail Service Center, Raleigh, North Carolina 27699.1633
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
NorthCarohna

Mr. David Odom, Town Manager
Page 2
December 21, 2009
Adequate time must be allowed for the potential bidders and this office to receive and act
on addenda prior to the receipt of bids for subject project.
'A copy of the approved addendum is attached for your files, and one (1) copy retained for
our files.
Should you have any questions regarding this matter, please do not hesitate to contact
Ken Pohlig, P.E. at [phone].
Sincerely,
Seth Robertson, P.E., Supervisor
Design Management Unit
Construction Grants & Loans Section
kp/sr
Attachment
cc: Benjamin B. Thomas, P.E., West Consultants, Morganton, NC
,13Wi_oiesV.ille Regfonal"Ciffice�
�l�Iark Hubbard, P.E.
Ken Pohlig, P.E.
ARRA File

x
405 South Sterling Street, k1organton NC 11$655
828 433 5661 / fax 828 433 S662 j [e-mail]
COiVSUililNTS Ptrc
00
ADDENDUM NO. 1 .'r;.. `_:: J�y .
This ADDENDUM NO. I is being issued November 18, 2009, to all parties who hold a set of
CONTRACT DOCUMENTS on the project entitled:
TOWN OF TAYLORSVILLE
SEWER COLLECTION SYSTEM REHABILITATION PROJECT
AMERICAN REINVESTMENT & RECOVERY ACT FUNDING
CONTRACT A: SEWER PIPELINE REHABILITATION
CONTRACT B: VARIOUS SEWER SYSTEM REPAIRS
ALEXANDER COUNTY, NORTH CAROLINA
This ADDENDUM NO. 1 shall become part of the CONTRACT DOCUMENTS and its receipt
acknowledged on the BID DOCUMENTS at the time of bidding.
Contract A and Contract B:
l . A revised Wage Decision dated 10/23/09 is enclosed and applies to Project.
2. For both Contract A and Contract B, project signs will be provided and installed by
Owner.
3. Owner will allow use of Town water from fire hydrants at no charge as long as Contractor
provides backflow preventer and meter. Meter will be used for records only, not for
billing.
4. Owner will send general announcement to the public that sewer service may be disrupted
from time to time. Contractor shall also give specific notice to each house as each
segment is rehabilitated.
Contract A:
5. BID FORM has been revised to add a separate bid item for tap intrusions that need to be
cut from inside the pipe prior to rehabilitation.
On plan sheet 4, the line highlighted from SM3022 downstream to an unidentified
manhole (not listed on pipe lining schedule) is not part of Contract A, but is to be
replaced under Contract B.
Gravity Sewer Pipe Lining Schedule — Contract A:
Line segment SM394-SM379 should be SM394-SM371
Line segment SM 127-SM80Y length is 398 feet
Contract B:
8. A soil boring report for the U.S. Highway 64 Crossing (plan sheet 9) is enclosed for
information only.

'Town of Taylorsville
Sewer Collection System Rehabilitation Project Addendum No. 1, November 18, 2009
9. One 14" plug valve with valve box will added to each side of US Hwy 64 (two total), for
the US Hwy 64 Crossing Gravity Line Replacement on Plan Sheet 9. Enclosed is an 8.5"
x 11" portion of Sheet 9 showing the approximate locations of the valves. These shal I be
installed in lieu of abandoning the existing 15" sewer. Provide transition couplings as
required. Existing manhole inverts, therefore, will not be regrouted.
10. Owner will clear vegetation within sewer easements if needed to enable access for
Contractor, but Contractor is responsible to find and uncover manholes that may be under
earth or pavement.
11. A new plan sheet (A 1) is enclosed showing two gravity sewer aerial replacements over
Stirewalt Creek north of Aaron Court and a new manhole. The BID FORM has been
revised to include these items.
12. An alternate bid item has been added to the BID FORM to refurbish the Northwood Pump
Station. A new plan sheet (A2), Technical Specification — Section 07422 -- Dry -Pit
Pumps and Accessories, two electrical plan sheets, and electrical specr nations are
enclosed.
13. A bid item for installing an inside drop connection for manhole SM 128 has been added.
14. BID FORM includes two alternative bid items for lining of the Macedonia Pump station
wet well.
15. The underside of the top slab shall be rehabilitated at the Macedonia Pump Station wet
well in the same manner as the floor and walls.
16. Technical Specification — Section 06256 — Boring And Encasement
The last paragraph of Section 06256.2 has been removed. A new Section 06256 is
enclosed.
17. Technical Snecifrcation — Section 07310 — Protective Coating and Lining for Manholes:
SpectraShield is an approved corrosion protection manufacturer. Il'the Contractor selects
SpectraShield as the corrosion protection liner, cementitious lining will not be required in
those manholes recommended for corrosion protection and payment will be made based
on unit prices for cementitious lining plus epoxy.
Microsilicate has been removed as a structural repair material. Madewell ML-72 is not an
approved equal. However, Madewell is allowed as an approved manufacturer of calcium
aluminate cementitious lining material.
A testing section has been added (Section 07310.12), which is as follows:
07310.12 Testing
For cementitious lured manholes:
Random ver?ftcation testing of the manholes using core drilling shall be conducted bJ'
Contractor in the presence of Ou ner or arner's representative.
Random verification vacuunt resting of the manholes per AST111 C'1241 shall be
conducted by Contractor in the presentee of O►vner or Tuner's representative. The
Page 2 of 4

Town of Taylorsville
Sewer Collection System Rehabilitation Project Addendum No. 1, November 18, 2009
manhole shall be considered to pass the vacuum test if the vacuum reading does not drop
more than 1 " 11g (i.e. fi-oin 10" Hg to 9" Ilg) dto•ing the following »tirrinu(irt test times.
Minimum Test Tintes for Various Manhole Diameters
MH Depth (feet)
4' Diameter MH
5' Diameter MH
6' Diameter MH
1.5 Feet or less
50 sec.
I min. 5 sec.
I min. 20 sec.
15.01 to 30 Feet
I min. 20 sec,
I ruin. 45 sec.
2 min. 10 sec.
For corrosion protection lined manholes:
Random ver fcation testing of the manholes per ASTMCo►mnittee DU1.23: Test Method
for Nondestructive Measurement of Dry Fihn Thickness of Applied Organic Coatings
Using an Ultrasonic Gauge, shall be conducted by Contractor it► the presence of Owner
or Owner's representative.
Random verification testing of 10% of the manholes per ASTW D 5162 Standard Practice
for Discontinuity (Holiday) Testing of 1Vonconductive Protective Coaling on Metallic
Substrates, shall be conducted by Contractor in the presence of Owner or O►vner's
representative.
Testing has been added to BiD FORM as separate pay items.
A qualifications section has been added (Section 07310.13), which is as follows:
07310.13 Ouali ications
Applicator/installer shall be trained in handling and correct application of the materials
and shall be cert ijied by the product ►nanuacturer. Evidence of certification shall be
submitted 10 Engineer. Applicatorfinstaller shall have completed five projects of equal or
larger size using product certified for, or have a ►nininrum of 3 years experience using
product certified for.
Obtain all chemical grouting, patching and sealing compounds, coating Uwem,
structural lining, and corrosion protection materials f►•onr a single manufacturer or an
approved component by the coating imam facturer ivith a minimrtnrt of 3 years verifiable
experience providing materials of the type specified in this section.
The engineer may approve at his discretion, the use of can►patible materials by multiple
manufacturers. Approval is subject to compliance with the specifications and submittal of
a letter of certification from each of the manufacturers, that the products they are
providing are compatible with each of the other trtanttfctcturers ' products. Each proposed
tnantrfacturer shall provide verifiable experience of 1he successful use of their materials
with the other proposed manufacturers products.
Submit manufacturers representative name, address and telephone ruunber who will be
available to provide information and answer questions opt the proper use of the products.
A revised Section 07310 is enclosed.
Page 3 of 4

Town of Taylorsville
Sewer Collection System Rehabilitation Project Addendum No. 1, November 18, 2009
18. Technical Specification — Section 07300 — Cured In Place Manhole Liner: Section
07300.5 has been modified to include qualifications and a new Section 07300.8 has been
added to include testing. The testing and qualifications are as shown in Addendum item
number 15. A revised Section 07300 is enclosed.
19. "DI" and "DT" abbreviations on manhole repair schedules stand for "ditch".
20. Gravity Sewer Pipe Repairs Schedule — Contract B:
Line segment SM129-SM127 should be SM 129-SM 128 and specific instructions should
be — "Replace VCP w/ 8" PVC from MH SM 128 to 20' upstream".
Line segment SM7-SM2 specific instructions should be — "Replace VCP w/ 8" PVC from
303' to MH SM2 (to be completed prior to pipe lining)".
Bid item "Tap replacement" on BID FORM is to be used for all tap replacements and tap
repairs on schedule on Sheet 2 and includes up to 10 LF of 4" pipe and fittings" as [nay be
required to connect to the existing service lateral.
There are two additional repair items as follows:
Line segment SM70-SM69 on Woodleaf Ave (Plan Sheet 7), specific instructions are
"Replace 8" DIP from 144'-149', repair 4" Cl tap break-in w/ saddle and PVC pipe @
147"'.
Line segment SM73-SM72 on 6"' St NW (Plan Sheet 7), specific instructions are
"Replace 8" VCP from 297'-302'w/ 8" PVC pipe".
21. DVD's of the CCTV inspections of the lines recommended for rehabilitation are available
upon request, for a payment of $50.
ADDENDUM NO. 1
Issued this 18"' day of November, 2009
Benjaem B. Thomas, PE
West Consultants, PLLC
Morganton, North Carolina
Page 4 o f' 4

Addendum No. 1, dated November 18, 2009
BID FORM
Bid Submitted by
TOWN OF TAYLORSVILLE
SEWER COLLECTION SYSTEM REHABILITATION PROJECT
CONTRACT A: SEWER PIPELINE REHABILITATION
ALEXANDER COUNTY, NORTH CAROLINA
West Consultants, PLLC Project No. 09021
TABLE OF ARTICLES
(Insert Company Name) "
Page
Article1
— Bid Recipient...................................................................................................................................................................... 2
Article2
— Bidder's Acknowledgements.............................................................................................................................................2
Article3
— Bidder's Representations....................................................................................................................................................2
Article 4
— Further Representations...................................................... :............................................................................................... 3
Article5
— Basis of Bid......................................................................................................................................................................... 3
Article6
— Time of Completion...........................................................................................................................................................4
Article 7
— Attachments To This Bid................................................................................................................................................... 4
Article8
— Defined Terms ................................................. :.................................................................................................................. 4
Article9
— Bid Submittal......................................................................................................................................................................4
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 -1

Addendum No. 1, dated November 18, 2009
ARTICLE 1— BID RECIPIENT
1.01 This Bid is submitted to:
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, NC 28681
1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the
form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for
the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the
Bidding Documents.
ARTICLE 2 — BIDDER'S ACKNOWLEDGEMENTS
2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing
with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for
such longer period of time that Bidder may agree to in writing upon request of Owner.
ARTICLE 3 — BIDDER'S REPRESENTATIONS
3.01 In submitting this Bid, Bidder represents that:
A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding
Documents, and the following Addenda, receipt of which is hereby acknowledged.
Addendum No. Addendum Date
B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that
may affect cost, progress, and performance of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost,
progress and performance of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to
the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground pacilities) which have been identified in SC-4.02, if any, and (2)
reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06, if any.
E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or
supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface,
subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or
performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and
procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques,
sequences, and procedures of construction expressly required by the Bidding Documents to be employed by
Bidder, and safety precautions and programs incident thereto.
F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are
necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times
and in accordance with the other terms and conditions of the Bidding Documents.
EJCDC C 110 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 2

Addendum No.1, dated November 18, 2009
G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the
Work as indicated in the Bidding Documents.
H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the
Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations,
explorations, tests, studies, and data with the Bidding Documents.
I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has
discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.
J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions
for the performance of the Work for which this Bid is submitted.
K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later
than the date of its execution of the Agreement.
ARTICLE 4 — FURTHER REPRESENTATIONS
4.01 Bidder further represents that:
A. this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not
submitted in conformity with any agreement or rules of any group, association, organization or corporation;
B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and
D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.
ARTICLE 5 — BASIS OF BID
5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):
Item
Quantity Unit
Unit Price
Total Bid
1. Rehabilitate 8" Sewer Lines
9,924 LF
$
$
2. Rehabilitate 10" Sewer Lines
2,231 LF
$
$
3. Rehabilitate 12" Sewer Lines
907 LF
$
$
4. Rehabilitate 15" Sewer Lines
1,261 LF
$
$
5. Cut Intruding Taps
20 EA
$
$
Total Bid
$
*NOTE: Costs for restoration fsurfaces, underground utilities, or other improvements, if disturbed, shall be
included in the unit price bid per linear foot ofpipe. No separate payment will be made for these items.
Unit Prices have been computed in accordance with Paragraph 11.03.13 of the General Conditions.
Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of
Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the
Contract Documents.
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 3

Addendum No. 1, dated November 18, 2009
ARTICLE 6 — TIME OF COMPLETION
6.01 Bidder agrees that the Work will be substantially complete within 180 calendar days after the date when the Contract
Times commence to run as provided in Paragraph 2.03 of the General Conditions, and will be completed and ready for
final payment in accordance with Paragraph 14.07.13 of the General Conditions within 210 calendar days after the date
when the Contract Times commence to mn.
6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
within the Contract Times.
ARTICLE 7 — ATTACHMENTS TO THIS BID
7.01 The following documents are attached to and made a condition of this Bid:
A. Required Bid security.
B. "Affidavit A — Listing of Good Faith Efforts" or "Affidavit B — Intent to Perform Contract with Own Workforce"
C. Identification of Minority Business Participation, if applicable.
D. For building contracts:
A list of proposed Subcontractors for Heating, Ventilating, and Air Conditioning; Plumbing; and Electrical.
E. For any Subcontractors proposed to perform more than 25% of the total work, provide a list of such Subcontractors
with the following information as a minimum:
Name, address, telephone number, license type and number, five references, experience history, and a list of
current projects.
ARTICLE 8 — DEFINED TERMS
8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General
Conditions, and the Supplementary Conditions.
ARTICLE 9 — BID SUBMITTAL
9.01 This Bid submitted by:
If Bidder is:
An Individual
Name (typed or printed):
By:
Doing business as:
A Partnership
Partnership Name:
By:
(Individual'ssignature) .
(Signature of general partner — attach evidence of authority to sign)
Name (typed or printed):
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 4
(SEAL)
(SEAL)

Addendum No. 1, dated November 18, 2009
A Corporation
Corporation Name:
State of Incorporation:
Type (General Business, Professional, Service, Limited Liability):
By:
(Signature — attach evidence of authority to sign)
Name (typed or printed):
Title:
Attest:
(Signature of Corporate Secretary)
Date of Qualification to do business in
A Joint Venture
Name of Joint Venturer:
First Joint Venturer Name:
By:
(CORPORATE SEAL)
[State Where Project is Located] is \
(Signature offtrst joint venture partner — attach evidence of authority to sign)
Name (typed or printed):
Title:
Second Joint Venturer Name:
By:
(Signature of second joint venture partner — attach evidence of authority to sign)
Name (typed or printed):
Title:
(SEAL)
(SEAL)
(SEAL)
(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to
the joint venture should be in the manner indicated above.)
Bidder's Business address:
Phone:
Submitted on
State Contractor License No.
Facsimile:
,20
(If applicable
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 5

Addendum No. 1, dated November 18, 2009
BID FORM
Bid Submitted by_
TOWN OF TAYLORSVILLE
SEWER COLLECTION SYSTEM REHABILITATION PROJECT
CONTRACT B: VARIOUS SEWER SYSTEM REPAIRS
ALEXANDER COUNTY, NORTH CAROLINA
West Consultants, PLLC Project No. 09021
TABLE OF ARTICLES
(Insert Company Name)
Page
Article1 —Bid Recipient......................................................................................................................................................................2
Article2 — Bidder's Acknowledgements.............................................................................................................................................2
Article3 — Bidder's Representations.................................................................................................................................................... 2
Article4 — Further Representations........................................................................:............................................................................. 3
Article5 — Basis of Bid......................................................................................................................................................................... 3
Article6 — Time of Completion........................................................................................................................................................... 5
Article7 — Attachments To This Bid................................................................................................................................................... 5
Article8 — Defined Terms.................................................................................................................................................................... 5
Article9 — Bid Submittal.....................................................................................................................................................................5
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 -1

Addendum No.1, dated November 18, 2009
ARTICLE 1— BID RECIPIENT
1.01 This Bid is submitted to:
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, NC 28681
1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the
form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for
the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the
Bidding Documents.
ARTICLE 2 — BIDDER'S ACKNOWLEDGEMENTS
2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing
with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for
such longer period of time that Bidder may agree to in writing upon request of Owner.
ARTICLE 3 — BIDDER'S REPRESENTATIONS
3.01 In submitting this Bid, Bidder represents that:
A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding
Documents, and the following Addenda, receipt of which is hereby acknowledged.
Addendum No. Addendum Date
B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that
may affect cost, progress, and performance of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost,
progress and performance of the Work.
D. Bidder has carefiilly studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to
the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground Facilities) which have been identified in SC-4.02, if any, and (2)
reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06, if any.
E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or
supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface,
subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or
performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and
procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques,
sequences, and procedures of construction expressly required by the Bidding Documents to be employed by
Bidder, and safety precautions and programs incident thereto.
F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are
necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times
and in accordance with the other terms and conditions of the Bidding Documents.
G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the
Work as indicated in the Bidding Documents.
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 [National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 2

Addendum No. 1, dated November 18, 2009
H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the
Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations,
explorations, tests, studies, and data with the Bidding Documents.
I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has
discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.
J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions
for the performance of the Work for which this Bid is submitted.
K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later
than the date of its execution of the Agreement.
ARTICLE 4 — FURTHER REPRESENTATIONS
4.01 Bidder further represents that:
A. this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not
submitted in conformity with any agreement or rules of any group, association, organization or corporation;
B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and
D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.
ARTICLE 5 — BASIS OF BID
5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 3

Item
Addendum No. 1, dated November 18, 2009
Quantity Unit Unit Price Total Bid
1. Replace 8" Sewer Line
373 LF
$
$
2. Spot Repairs
24 EA
$
$
3. Tap Replacement
20 EA
$
$
4. Reline 4' Dia. Manhole (96 MHs)
690 VF
$
$
5. Epoxy Manhole Lining (4' Dia.)
50 VF
$
$
6. Reseal Manhole Frame
61 EA
$
$
7. Riser Addition or Replacement
48 VF
$
$
8. New Frame & Cover
18 EA
$
$
9. Manhole Insert
89 EA
$
$"-
10. Fill Large Voids in MH Walls
2 EA
$
$
11. Repair MH Outside Drop Connection at Tee
1 Lump Sum
$
12. Reseal Riser Precast Sections
3 VF
$
$
13. Replace Flusher MH w/ Doghouse MH
4 EA
$
$
14. Macedonia Pump Station Rehabilitation (All Work
as Indicated on Sheet 10)
1 Lump Sum
$
15. US 64 Gravity Sewer Replacement
1 Lump Sum
$
16. Gravity Sewer Line Aerial Replacements
1 Lump Sum
$
17. New Manhole (Depth-T)
1 Lump Sum
$
18. New Inside Drop at MH SM 128
1 Lump Sum
$
19. Testing - Core Drilling
10 EA
$
$
20. Testing - ASTM C1244
10 EA
$
$
21. Testing - ASTM Committee DO1.23
10 EA
$
$
21. Testing - ASTM D 5162
10 EA
$
$
Total of All Bid Items
$
ALTERNATE BID #1: (Required)
Refurbish Northwood Pump Station
A. All Work Except Generator and ATS
1 Lump Sum
$
B. Generator with ATS
1 Lump Sum
$
ALTERNATE BID #2: (Required)
Install SpectraShield Liner in Macedonia PS Wet
Well (Indicate Deduction or Addition to Bid Item
#14 Above)
1 Lump Sum
$
ALTERNATE BID #3: (Required)
Install Protective Coating and Lining of 1"
minimum (Sewper Coat, Strong Seal, or equal) in
Macedonia PS Wet Well (Indicate Deduction or
Addition to Bid Item #14 Above) I Lump Sum $
*NOTE: Costs for all fertilizing, seeding, mulching, pavement, gravel, landscaping, culvert and fence replacements,
stone foundation conditioning, f any, or any other restoration of existing improvements that are disturbed shall be included
in the various bid items. No separate payment will be made for these items.
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright OO 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 4

Addendum No. 1, dated November 18, 2009
Unit Prices have been computed in accordance with Paragraph 11.033 of the General Conditions.
Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of
Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the
Contract Documents.
ARTICLE 6 — TIME OF COMPLETION
6.01 Bidder agrees that the Work will be substantially complete within 180 calendar days after the date when the Contract
Times commence to run as provided in Paragraph 2.03 of the General Conditions, and will be completed and ready for
final payment in accordance with Paragraph 14.07.B of the General Conditions within 210 calendar days after the date
when the Contract Times commence to run.
6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
within the Contract Times,
ARTICLE 7 — ATTACHMENTS TO THIS BID
7.01 The following documents are attached to and made a condition of this Bid:
A. Required Bid security.
B. "Affidavit A — Listing of Good Faith Efforts" or "Affidavit B — Intent to Perform Contract with Own Workforce"
C. Identification of Minority Business Participation, if applicable.
D. For building contracts:
A list of proposed Subcontractors for Heating, Ventilating, and Air Conditioning; Plumbing; and Electrical.
E. For any Subcontractors proposed to perform more than 25% of the total work, provide a list of such Subcontractors
with the following information as a minimum:
Name, address, telephone number, license type and number, five references, experience history, and a list of
current projects.
ARTICLE 8 — DEFINED TERMS
8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General
Conditions, and the Supplementary Conditions.
ARTICLE 9 — BID SUBMITTAL
9.01 This Bid submitted by:
If Bidder is:
An Individual
Name (typed or printed):
By:
(Individual 's signature)
Doing business as:
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 5
(SEAL)

A Partnership
Partnership Name:
By:
Addendum No. 1, dated November 18, 2009
(Signature of general partner — attach evidence of authority to sign)
Name (typed or printed):
A Corporation
Corporation Name:
State of Incorporation:
Type (General Business, Professional, Service, Limited Liability):
By:
(Signature — attach evidence of authority to sign)
Name (typed or printed):
Title:
Attest:
(Signature of Corporate Secretary)
Date of Qualification to do business in
A Joint Venture
Name of Joint Venturer:
First Joint Venturer Name:
By:
(CORPORATE SEAL)
[State Where Project is Located] is \ \
(Signature of first joint venture partner — attach evidence of authority to sign)
Name (typed or printed):
Title:
Second Joint Venturer Name:
By:
(SEAL)
(SEAL)
(SEAL)
(SEAL)
(Signature of second joint venture partner — attach evidence of authority to sign)
Name (typed or printed):
Title:
(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to
the joint venture should be in the manner indicated above.)
Bidder's Business address:
Phone:
Submitted on
20
Facsimile:
State Contractor License No. . (If applicable)
EJCDC C410 Suggested Bid Form for Construction Contracts
Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00410 - 6

.85 — - 185
_
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CONTRACTOR SHALL INSTALL AND PROVIDE 5 LEVEL CONTROL FLOATS FOR
WET WELL.
ss' gg
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SUMP LEVEL CONTROLS SHALL BE OF THE MERCURY TUBE TYPE SEALED IN
POLYURETHANE FLOAT AND WEIGHTED TO KOLO POSITION IN TIE SUMP.
CORD CONNECTING THE CONTROL SHALL BE SJO TYPE.
!S[NARDE
4 g_
dub
A STAINLESS STEEL MOUNTING BRACKET THAT ATTACHES TO THE BASIN
WALL SHALL BE PROVIDED TO SUPPORT CONTROLS.
THE SYSTEM SHALL USE TWO CONTROLS TO STOP -START AND ALTERNATE
_Pla
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PWPS AND ONE CONTROL SHALL BE USED FOR OVERRIDE TO START BOTH
LL 3- DIOR
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PUMPS WHEN REQUIRED. SEPARATE HIGH-WATER ALARM AND LOG -WATER
ALARM SWITCHES SHALL BE USED TO ACTIVATE THE ALARM. EXACT
LEVELS WILL BE DETERIINED BY ENGINEER.
Q
FLOAT LEVELS SHALL BE DETERMINED IN FIELD WI OWNER'S ASSISTANCE.
—
¢
E-
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tp
INSTALL ANCHORS AS
—_ Ir REQUIRED BY GEAEHARIT
B' YfN. ALL 0-s IxSiAI1Di10.Y5
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07300
Addendum No. 1, Novemberl8, 2009
CURED IN PLACE MANHOLE LINER
SECTION 07300 (MACEDONIA PUMP STATION WETWELL)
07300.1 General
This section covers the lining and rehabilitation of sanitary and storm water collection systems with the use of a cured -in -
place (CIP) laminated composite comprised of an epoxy -fiberglass -impervious membrane combination.
07300.2 Description of Work
A. It shall be the responsibility of the Contractor to make sure that the CIP Manhole Liner completely seals the
manhole, shelf, pipe inlet and outlets, and the lid ring frame in a monolithic method, as required, or as shown on the plans,
and that no holes, cracks or seams in the liner are left unsealed, which would allow gases or fluids to flow behind the CIP
Liner.
B. Furnish all labor, materials, equipment, and incidentals required to supply and install a protective CIP Liner as
required or as shown on the plans. All material shall conform to Type II or Type III as defined in Section 07300.6. Any
required by-pass pumping shall be furnished by the Contractor. All cutting and repairing of existing pavements, where
necessary, shall be completed to the satisfaction of NCDOT.
C. The CIP Liner shall be designed and installed to protect concrete, brick and other manhole surfaces from corrosion.
The CIP liner product shall be designed to stop infiltration, root intrusion, and further deterioration in the manhole. The
interior surfaces to be protected shall include the walls, shelves, pipe junctions and the lid ring frame.
D. Omission of a specific item or component obviously necessary for the proper installation and functioning of the
system shall not relieve the Contractor from the responsibility of supplying that specific item or component at no additional
expense to the Owner.
07300.3 Referenced Snecifications
The CIP Protective Liner System shall be manufactured and installed as to be in compliance with the listed minimum values
of the applicable ASTM testing requirements.
ASTM D-638 Tensile Strength and Tensile Modulus
ASTM D-695 Compressive Strength
ASTM D-790 Flexural Strength and Flexural Modulus
ASTM D-2240 Hardness
07300.4 Submittals
A. The Contractor shall submit for review, complete detailed shop drawings and schedule for all materials furnished
under this section.
B. The Contractor shall submit for approval all manufacturer warranties for all materials furnished under this section.
The Contractor shall submit for approval the licensed installer certification for the applicator under this section.
C. Contractor shall submit the manufacturer's certification of testing, with the accompanying test data, showing epoxy
resin bonding strength of over 7,000 lbs. when tested with 6" diameter, 10,000 psi concrete test cylinders in a butted resin
bonding test. This testing must demonstrate no epoxy bonding detachment prior to the failure of the concrete.
07300.5 Warranty and Qualifications
A. The manufacturer of the CIP lining material shall furnish an affidavit attesting to a minimum period of 5-years
successful use of its materials as a lining for concrete and brick structures in wastewater conditions recognized as corrosive or
otherwise detrimental to concrete.

07300
B. The lining must be repairable at any time during the life of the structure. The lining shall be flexible, and have an
elongation sufficient to bridge up to a''/a-inch settling crack, without damage to the lining. The liner shall be able to bridge
expansion cracks that may occur. Manufacturer shall warrant the performance and labor of the CIP Liner materials for 10
years to repair or replace any failing conditions of the liner in the structure. Certification of the conforming warranty shall be
provided prior to approval of the submittals and award of contract.
C. Applicator/installer shall be trained in handling and correct application of the materials and shall be certified by the
product manufacturer. Evidence of certification shall be submitted to Engineer. Applicator/installer shall have completed
five projects of equal or larger size using product certified for, or have a minimum of 3 years experience using product
certified for.
Obtain all chemical grouting, patching and sealing compounds, coating system, structural lining, and corrosion
protection materials from a single manufacturer or an approved component by the coating manufacturer with a minimum of 3
years verifiable experience providing materials of the type specified in this section.
The engineer may approve at his discretion, the use of compatible materials by multiple manufacturers. Approval is
subject to compliance with the specifications and submittal of a letter of certification from each of the manufacturers, that the
products they are providing are compatible with each of the other manufacturers' products. Each proposed manufacturer shall
provide verifiable experience of the successful use of their materials with the other proposed manufacturers products. _
Submit manufacturer's representative name, address and telephone number who will be available to provide
information and answer questions on the proper use of the products.
07300.6 Materials
A. Type 1: In structures up to 12 feet in depth (depending on specific local conditions), the liner shall be a three -
layered composite system (see table 1 below) with a total pre -saturated fabric weight of 44-ozs. per square yard. Layer #1
will be not less than 12-oz. structural fiberglass impregnated with a modified epoxy resin and bonded to the existing
substructure. Layer #2 is to be a 20-oz. non -porous membrane of special synthetic materials bonded to layer #1 and layer #3.
Layer 93 consists of not less than a 12-oz. structural fiberglass saturated with epoxy and bonded to the non -porous
membrane, forming a smooth interior wall to the host structure. The non -porous water and gas shield shall be imbedded
between the structural layers of epoxy -fiberglass to guard against nicks, tears and damage to the gas protection membrane.
B. Type II: In structures up to 16 feet deep (depending on specific local conditions), a three -layered composite system
(see table 1 below) with a total pre -saturated fabric weight of 56-ozs. per square yard. Layer #1 is 18-oz. structural fiberglass
impregnated with a modified epoxy resin and bonded to the existing substructure: Layer #2 is to be a 20-oz. non -porous
membrane of special synthetic materials bonded to layer #1 and layer #3. Layer #3 will consist of 18-oz. structural fiberglass
saturated with epoxy and bonded to the non -porous membrane, forming a smooth interior wall to the host structure. The non-
porous water and gas shield shall be imbedded between the structural layers of epoxy -fiberglass to guard against nicks, tears,
and damage to the gas protection membrane.
C. Type III: In structures up to 24 feet deep, or with site conditions requiring structural enhancement, the CIP will
utilize a three -layered composite system (see table 1 below) with a total pre -saturated fabric weight of 68-ozs. per square
yard. Layer #1 will be a 24-oz. structural fiberglass impregnated with modified epoxy resins and bonded to the existing
substructure. Layer #2 shall be a 20-oz. non -porous membrane of special synthetic materials bonded to layer #1 and layer D.
Layer #3 will consist of a 24-oz. structural fiberglass saturated with epoxy and bonded to the non -porous membrane, forming
a smooth interior wall to the host structure. The non -porous water and gas shield shall be imbedded between the structural
layers of epoxy -fiberglass to guard against nicks, tears, and damage to the gas protection membrane.
D. Type IV: In structures deeper than 24 feet, or with site conditions requiring additional structural enhancement, the
CIP will utilize a three -layered composite system (see table 1 below) with a total pre -saturated fabric weight of 116-ozs. per
square yard. Layer # 1 will be (2) 24-oz. structural fiberglass layers impregnated with modified epoxy resins and bonded to
the existing substructure. Layer #2 shall be a 20-oz. non -porous membrane of special synthetic materials bonded to layer #1
and layer #3. Layer #3 will consist of (2) 24-oz. structural fiberglass layers saturated with epoxy and bonded to the non-
porous membrane, forming a smooth interior wall to the host structure. The non -porous water and gas shield shall be

07300
imbedded between the structural layers of epoxy -fiberglass to guard against nicks, tears, and damage to the gas protection
membrane. There is no minimum or maximum manhole depth limit on this liner.
E. The design guide above is intended as a general manhole guide for the liner products, and is not intended to limit the
manufacturer's and authorized installer's judgment to use a heavier liner in determining the appropriate thickness and type of
liners for individual structures based upon the specific conditions encountered in each structure. Any variation of the above
described liner thickness requirement by the manufacturer or authorized installer will not affect the warranty requirement.
F. The CIP liner shall be constructed such that the non -porous inner membrane is protected from damage by the use of
an epoxy -fiberglass layer. This inside surface protective layer is to protect the CIP liner from impact damage e.g. nicks from
rodders and root cutters, hydro -vac nozzles, inspection cameras, survey equipment, and construction techniques used in
pipeline rehabilitation. The importance of this protection layer cannot be overemphasized to protect the manhole from
sulfides and other gases penetrating through nicks and cuts in an unprotected membrane. This CIP liner must be impervious
and without holes that will allow hidden corrosion on the concrete behind the liner, which can cause the eventual failure of
the liner and the manhole.
G. The CIP Lining System shall be applied by a qualified licensed applicator/installer. Applicator/installer shall be
trained in handling and application of the materials, and will custom fit the liner to the manhole in order to protect the
concrete and brick surfaces from sewer gases.
TABLE 1 Test Property Values
Materials Section
Type I
Type II
Type III
Type IV
Pre -Saturated Fabric Wt.
44 oz/psy
56 oz/psy
68 oz/psy
116 oz/psy
ASTM-D-790
Flexural Strength
15,000 psi
17,500 psi
20,000 psi
26,000 psi
Flexural Modulus
800,000 psi
900,000 psi
1,000,000 psi
1,000,000 psi
ASTM-D-695
Compressive Strength
8,500 psi
9,400 psi
10,000 psi
12,000 psi
Compressive Modulus
800,000 psi
900,000 psi
1,000,000 psi
950,000 psi
ASTM-D-638
Tensile Strength
7,000 psi
9,000 psi
11,500 psi
18,000 psi
Tensile Modulus
750,000 psi
950,000 psi
1,050,000 psi
1,350,000 psi
Average Liner Thickness
0.125 inch
0.15 inch
0.175 inch
0.200 inch
ASTM-D-2240
Hardness
82 shore D
82 Shore D
82 shore D
82 Shore D
Epoxy Bond Strength
7,000 lbs.
7,000 lbs.
7,000 lbs.
7,000 lbs.
Engineered Life Expectancy
50+ Years
50+ Years
50+ Years
50+ Years
Installation Warranty
5 Years
5 Years
5 Years
5 Years
Materials Warranty
10 Years
10 Years
10 Years
10 Years
Upon request, the manufacturer shall provide written certification that the CIP liner to be used meets or exceeds the above
requirements of this specification. The manufacturer shall also certify that the CIP liner material has passed a 14-day
concentrated chemical immersion testing with less than a 2.1% average weight gain.
07300.7 CIP Installation

07300
A. The Contractor shall remove the existing manhole steps. The metal portion of all steps will be removed flush with
the manhole wall surface, and any remaining holes are to be patched flush prior to applying the CIP rehabilitation system.
The final coated surface shall have a smooth uniform appearance.
B. Prior to patching severe defects in the manhole, all loose and deteriorated material shall be removed and disposed of
by the contractor. The bench areas shall be repaired as determined by the installer. The prepared surface of the shelves shall
be smooth and shall be sloped to allow for all bench areas to drain to the pipe invert.
C. Manhole chimney, wall and shelf/bench repair shall include plugging, and/or patching as necessary, with specified
grout, plugging or patching compounds, typically hydraulic and/or Type II Portland cement or equal.
D. All active hydrostatic water leakage shall be stopped within four (4) inches of where the liner will end around pipes
or the shelf area in accordance with manufacturer's instruction.
E. All surfaces of the host structure are to be cleaned with a high-pressure sprayer having an operating pressure of at
least 4,000-psi. After pressure cleaning, surface is to be cleaned with degreaser or other solvents as needed to remove any
film or residue on the surface. Structure shall then be pressure rinsed with clean water.
F. All cracked or disintegrated material shall be removed from the area to be patched exposing a sound substrate.
Patches shall be allowed to cure according to the manufacturer's specifications before continuing with the CIP manhole
rehabilitation process.
G. All incoming laterals and sewer main line openings shall be properly trimmed and grouted with hydraulic or
Portland type II cement forming a filet (not less than a 6 inch radius) between the structure wall and each pipe. Such
application of grout shall extend at least four inches from the outlet onto the wall area making a smooth transition for the
liner connection to the pipe openings.
H. Shelves and walls shall be repaired or refinished as appropriate using chemical grout, hydraulic cement or Portland
type II cement. Shelf areas and floors shall be lined with the CIP Liner System materials saturated with the epoxy resin and
placed in the bottom to extend approximately three inches up the wall section, so as to overlap with the liner wall section.
The CIP Liner shall be made longer than the structure to overlap and reinforce the bench transition area.
7300.8 Testing
Verification testing of the wetwell per ASTM Committee DO 1.23: Test Method for Nondestructive Measurement of Dry Film
Thickness of Applied Organic Coatings Using an Ultrasonic Gauge, shall be conducted by Contractor in the presence of
Owner or Owner's representative.
Verification testing of the wetwell per ASTM D 5162 Standard Practice for Discontinuity (Holiday) Testing of
Nonconductive Protective Coating on Metallic Substrates, shall be conducted by Contractor in the presence of Owner or
Owner's representative.
07300.9 Final Inspection and Acceptance
A. Liner material and components shall have been custom fabricated to fit the specific configuration of each structure
prior to the commencement of the liner installation. Liner shall be of the type that allows rehabilitation of concentric,
eccentric or flat top manholes without removing manhole ring, top section, flat -top, or corbel.
B. The installation of the approved liner system shall be in strict accordance with the manufacturer's written
instructions. Contractor may submit alternate thick-nesses as per the manufacturer's recommendations. The work shall
include re -grouting all inlet and outlet lines and benches, as needed, including all preparation, installation, curing and finish
operations for the complete rehabilitation process. The liner shall be installed and cured -in -place via a pressurization blower
system with steam heat injection, or other manufacturer approved process. The curing process shall be completed within four
hours of the time by-pass pumping or inlet line plugging begins. Inlet and outlet lines must be reopened within one hour
from the time the curing process is completed.

07300
C. The CIP lining of the structure shall result in a monolithic structure, bonded to the contours of the existing manhole
structure. The liner shall be adequately bonded to the interior structure surface, and be completely water tight from the ring
and cover area to the transition area where the shelf and invert channel connects, including completely sealing the manhole
wall and shelf areas to the inlet and outlet pipes.
D. Qualification Testing---- Qualification tests shall have been completed prior to the installation of CIP liners. The
initial structural properties as shown in Table 1 shall be met or exceeded and the CIP liners installed will be certified
accordingly. Also, any pertinent qualification testing shall be completed according to ASTM D 5813 as agreed upon
between the owner and manufacturer.
Cleaned Structure ---- All surfaces of the host structure shall be clean to the concrete substrate, acceptable to the
owner/inspector and ready for lining.
Resin Quantity ---- The liner manufacturer shall provide a tag on every CIP liner indicating the amount of catalyzed resin
necessary for impregnation purposes in order to meet structural properties. This will be acceptable with a tolerance variation
of plus or minus 5%.
The completed installation should be visually inspected to assure dry spots and/or lifts are not present in the finished liner.
This can also be accomplished by closed circuit television if usual inspection cannot be accomplished. No infiltration of
groundwater should be observed coming through the CIP liner or coming out at any place the liner ends.
E. GUARANTEE PERIOD
The Manufacturer shall unconditionally guarantee all Work included in the Project against defects of materials and
workmanship for a period of 10 years under normal use, operation, and service. This 10-year guarantee shall be in effect from
the ending date of the contract.
The Manufacturer shall, within a reasonable time after receipt of written notice thereof, repair defects in materials or
workmanship which may develop during the 10-year period at his own expense and without cost to the Owner.
The guarantee shall be in published form and apply to all Work under this contract.

07310
Addendum No. 1, Novemberl8, 2009
SECTION 07310 PROTECTIVE COATING and LINING FOR MANHOLES
07310.1 Description
This specification includes all work, materials and equipment required for stopping leaks by repair and sealing of the
concrete and/or masonry bench, channel, invert, pipe inlets, walls, cone, chimney and frame of all manholes to include
removal of unsound materials, preparation, chemical grouting, structural grouting, patching, plugging and sealing
compounds, and surface preparation, and installation of structural lining, structural lining with corrosion protection
coating/lining, corrosion protection coating, and corrosion protection lining, to include protection of surfaces not to be
treated, touch-up, clean-up, and appurtenant work all in accordance with the requirements of the contract documents
and this specification.
Approved manufacturers shall be Strongseal equal, or Sewpercoat equal, Madewell, equal, Reliner MSP Cement or
approved equal.
07310.2 Quality Assurance
A. Furnish materials of quality required by the American Society for Testing and Materials (ASTM) standards or
other approved standards and specifications.
B. Provide guarantee against defective materials and workmanship in accordance with the requirements of these
specifications.
C. The Contractor installing the finished protective liner will be a certified trained applicator of the specified
process.
D. Provide verifiable independent third party creep test results documenting no less than 70% retention of
flexural modulus of elasticity after 50 years of service. The third party testing firm may not be affiliated with
the manufacturer in any way.
07310.3 References
ASTM — American Society for Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959,
[phone]
A. ASTM D 4258 "Practice for Surface Cleaning Concrete for Coating".
B. ASTM D 4261 "Practice for Surface Cleaning Unit Masonry for Coating".
C. ASTM D 4262 "Test Method for pH of Chemically Cleaned or Etched Concrete Surfaces".
D. ASTM D 4541 "Standard Test Method for Pull -Off Strength of Coatings Using Portable Adhesion Testers".
E. ASTM D 4414 "Standard Practice for Measurement of Wet Film Thickness by Notch Gages".
SSPC — The Society for Protective Coatings, 40 24`h Street, 61h Floor, Pittsburgh, Pa. 15222-4643, [phone] and
NACE — National Association of Corrosion Engineers, P.O. Box 218340, Houston, TX 77218-8340, [phone].
A. SSPC-SP 13/NACE No. 6 Surface Preparation of Concrete
B. SSPC-SP 10 Near White Blast Cleaning for Metal Surfaces
C. SSPC-SP12/NACE No. 5 HPWJ High Pressure Water Jetting
D. NACE Standard RP0591 "Coatings for Concrete Surfaces in Non -Immersion and Atmospheric Service"

07310
Addendum No. 1, November18, 2009
07310.4 Project/Site Conditions
Co-ordinate with the Construction Manager for traffic control during rehabilitation work at each designated location.
7310.5 Sequencing
All required interruptions of flow through manholes, wet wells, pump stations or any other portion of the plant sanitary
sewer system shall be coordinated with and approval received from the Facility Manager or Construction Manager
prior to the interruption.
07310.6 Infiltration Control Mix
Cementitious Grout
Infiltration leakage of concrete structures shall be stopped by method of spot grouting with polyurethane grouts.
Products will be hydrophobic foam, hydrophilic gel, hydrophilic foam, chemical grouting compound, or a combination
of these methods and materials as recommended by the Manufacturer. Infiltration leakage of brick lined structures
shall be stopped by method of encapsulation grouting/curtain wall grouting with polyurethane grouts. Product
approved for use will be hydrophilic gel chemical grouting compound as recommended by the manufacturer.
07310.7 Cementitious Structural Lining
Designated structures shall receive an application of cementitious structural repair mortar. The structural repair
materials shall be Calcium Aluminate Repair Mortars. Thickness shall be sufficient to replace lost cross section, fill
voids and provide a minimum 1/2" cover over all interior concrete and masonry surfaces of the structure.
Compressive strength
ASTM C-109
> 5,000 psi
Flexural strength
ASTM C-293
> 600 psi
Bond
ASTM C-882
> 1,650 psi
Shrinkage
ASTM C-596
< .002%
Freeze/Thaw 100 cycles)
ASTM C-666
No Effect
07310.8 Inspection
Evaluation of Atmosphere: Prior to entering structures, an evaluation of the atmosphere will be conducted to determine
the presence of toxic, flammable vapors or possible lack of oxygen. The evaluation shall be in accordance with local,
state or federal safety regulations.
07310.9 Preparation
A. Concrete and Masonry Surface Preparation
Concrete and masonry surfaces shall be prepared in accordance with SSPC SPI2/NACE No. 5 HPWJ
"High Pressure Water Jetting". The International Concrete Repair Institute (ICRI) Technical
Guideline No. 03732, Guide to Surface Preparation of Concrete to Receive Sealers, Coatings and
Polymer Overlays shall be used to visually evaluate the concrete surface profile. Required profile
shall be equivalent to CSP 3-5.
2. Concrete surface defects, such as deteriorated concrete or masonry, hollow areas, bugholes,
honeycombs, cracks and voids shall be filled flush and true with specified grouting, plugging or
patching compound in accordance with ICRI Technical Guideline No 03730 "Guide for Selecting
Application Methods for the Repair of Concrete Surfaces". Fins, trowel marks, and all protrusions or
rough edges shall be removed. All active leaks shall be stopped by use of Chemical Grouting,
Structural Grouting or Hydraulic Plugging compounds.
B. Brick Substrate Surface Preparation

07310
Addendum No. 1, November18, 2009
Brick substrates shall be prepared in accordance with SSPC SP13/NACE No. 6 "Surface Preparation of
Concrete" utilizing sandblasting methods with angular blast media to provide a surface profile. The
International Concrete Repair Institute (ICRI) Technical Guideline No. 03732, Guide to Surface Preparation
of Concrete to Receive Sealers, Coatings and Polymer Overlays shall be used to visually evaluate the concrete
surface profile. Required surface profile shall be equivalent to CSP3-5.
C. Debris resulting from surface preparation and cleaning shall be removed from the structure and not allowed to
enter the waste flow.
07310.10 Installation
A. The Contractor shall perform all work in a safe workmanlike manner in full compliance with all federal state
and local worker safety regulations.
B. The Contractor shall at all times maintain traffic control in cooperation with local police details, property
owners and municipality.
C. Special attention is drawn to the need for confined space entry permits and certificates of training for all
personnel.
D. The Contractor shall maintain a record of monthly safety meetings and training. This record will be made
available to the Owner upon request. Absence of an approved safety program or adequate record keeping will
be cause for contract cancellation.
E. The Contractor shall maintain sewer flow in accordance with the contract documents. Diversion of the flow
or plugging the flow of sewerage for the purposes of affecting repairs to the structure shall be coordinated at
the direction of the owner.
F. The Contractor shall install each system in accordance with the manufacturers' installation procedures and
these specifications.
07310.11 Application
A. Structural Lining shall be applied to all interior concrete and masonry surfaces of the structure to include
bench, invert, formed channel, walls, cone, chimney and other components of the stricture. (Note: At the
applicators discretion, they may choose to apply sufficient resinous coating to overcome minor surface
imperfections in the substrate)
B. Prior to application of the Structural lining by hand trowel or pneumatic spray, the concrete or masonry
surface shall be thoroughly saturated but free of standing or running water ("SSD"). The surface should
remain damp and cool to prevent the substrate from absorbing moisture from the repair and causing premature
drying.
C. For hand trowel applications, a slurry mixture of the mortar should be scrubbed into the surface to be repaired
with a stiff bristled brush. Immediately apply the bulk mortar.
D. For overhead applications by hand trowel or spray, thickness should be limited to a minimum of 1/2" and a
maximum of 1" per lift. For vertical applications by hand trowel or spray, thickness should be limited to 1/2"
minimum and 2" maximum per lift. Horizontal applications should be limited to 1/2" minimum and 4"
maximum per lift. All applications of mortar are to be finished with a broomed finish or sponge float
technique.
E. Repair and rebuilding. of bench and invert surfaces shall be completed such that the original slope is
maintained from the wall to the invert. The bench/wall joint should be rounded to form a seamless cant.

07310
Addendum No. 1, November18, 2009
F. For newly lined areas that will be subject to sewer flow, allow system to cure for a minimum of 24 hours at
75°F.
G. Corrosion Protection Flexible Lining shall be applied to all interior surfaces of the structure to include bench,
invert, formed channel, walls,.cone, chimney and other components of the structure as indicated by owner.
Corrosion protection shall be epoxy and shall be 100% solids. The epoxy shall have the following properties:
compressive strength of 8,800 psi, flexural strength of 12,400 psi, and tensile strength of 7,700 psi. The epoxy
coating shall be Madewell Mainstay DS-5, Tnemec equal, Sherwin Williams equal, Sprayroq equal, Raven
equal, or other approved equal.
H. Prior to application of the Corrosion Protection Lining system, all concrete and masonry surfaces shall be
Surface dry ("SSD"). All structural steel, miscellaneous metal fabrication, and concrete surfaces shall be
primed with 3.0-4.0 mils DFT of Low Temperature Cured, Moisture Tolerant, Amine Blush Resistant Epoxy.
I. Apply the Corrosion Protection Flexible Lining in accordance with the manufacturers system bulletin
application procedures to a minimum thickness of 125 mils DFT in one spray applied application with
multiple passes.
07310.12 Testing
For cementitious lined manholes:
Random verification testing of the manholes using core drilling shall be conducted by Contractor in the presence of
Owner or Owner's representative.
Random verification vacuum testing of the manholes per ASTM C1244 shall be conducted by Contractor in the
presence of Owner or Owner's representative. The manhole shall be considered to pass the vacuum test if the vacuum
reading does not drop more than 1" Hg (i.e. from 10" Hg to 9" Hg) during the following minimum test times.
Minimum Test Times for Various Manhole Diameters
MH Depth (feet) T Diameter MH 5' Diameter MH 6' Diameter MH
15 Feet or less 50 sec. 1 min. 5 sec. 1 min. 20 sec.
15.01 to 30 Feet 1 min. 20 sec. 1 min. 45 sec. 2 min. 10 sec.
For corrosion protection lined manholes:
Random verification testing of the manholes per ASTM Committee D01.23: Test Method for Nondestructive
Measurement of Dry Film Thickness of Applied Organic Coatings Using an Ultrasonic Gauge, shall be conducted by
Contractor in the presence of Owner or Owner's representative.
Random verification testing of 10% of the manholes per ASTM D 5162 Standard Practice for Discontinuity (Holiday)
Testing of Nonconductive Protective Coating on Metallic Substrates, shall be conducted by Contractor in the presence
of Owner or Owner's representative.
07310.13 Qualifications
Applicator/installer shall be trained in handling and correct application of the materials and shall be certified by the
product manufacturer. Contractor shall submit a letter in writing from the manufacturer stating such along with the
submittal package. Applicator/installer shall have completed five projects of equal or larger size using product
certified for, or have a minimum of 3 years experience using product certified for.
Obtain all chemical grouting, patching and sealing compounds, coating system, structural lining, and corrosion
protection materials from a single manufacturer or an approved component by the coating manufacturer with a
minimum of 3 years verifiable experience providing materials of the type specified in this section.
The engineer may approve at his discretion, the use of compatible materials by multiple manufacturers. Approval is

07310
Addendum No. 1, Novemberl8, 2009
subject to compliance with the specifications and submittal of a letter of certification from each of the manufacturers,
that the products they are providing are compatible with each of the other manufacturers' products. Each proposed
manufacturer shall provide verifiable experience of the successful use of their materials with the other proposed
manufacturers products.
Submit manufacturer's representative name, address and telephone number who will be available to provide
information and answer questions on the proper use of the products.
07310.14 Guarantee Period
The Contractor shall unconditionally guarantee all Work included in the Project against defects of materials and
workmanship for a period of 5 years under normal use, operation, and service. This 5-year guarantee shall be in effect
from the ending date of the contract.
The Contractor shall, within a reasonable time after receipt of written notice thereof, repair defects in materials or
workmanship which may develop during the 5-year period at his own expense and without cost to the Owner.
The guarantee shall be in published form and apply to all Work under this contract.

Section 07422
Addendum No. 1, Novemberl8, 2009
SECTION 07422 DRY -PIT PUMPS AND ACCESSORIES
DRY -PIT SUBMERSIBLE D5430WD
SOLIDS -HANDLING PUMP SPECIFICATIONS
PART L GENERAL
1.01 This specification includes the supply of two (2) base -mounted, dry -pit submersible solids -handling
pumping unit(s), UL Listed for explosion proof Class I, Division 1, Groups C and D hazardous
locations. One pump shall be clockwise rotation. The other pump shall be counterclockwise rotation.
1.02 QUALITY ASSURANCE
A. All pumping equipment furnished under this Section shall be of a design and manufacture that
has been used in similar applications, and it shall be demonstrated to the satisfaction of the
Engineer that the quality is equal to equipment made by those manufacturers specifically named
herein.
B. Unit responsibility. Pump(s), complete with motor and all other specified accessories and
appurtenances, shall be furnished by the pump manufacturer to insure compatibility and integrity
of the individual components, and provide the specified warranty for all components.
C. The base -mounted, dry -pit submersible solids -handling pump(s) and motor(s) specified in this
section shall be furnished by and be the product of one manufacturer.
D. Pumps are to be engineered and manufactured under a written Quality Assurance program. The
Quality Assurance program is to be in effect for at least ten years, to include a written record of
periodic internal and external audits to confirm compliance with such program.
E. Pump(s) are to be engineered and manufactured under the certification of ISO-9001:2000.
1.03 PERFORMANCE
A. The pump(s) shall be designed for continuous operation and will be operated continuously under
normal service.
B. OPERATION CRITERIA
Max.
NPSHR @
Pump
Rated
Speed
Solids
Max. Shutoff
Condition
Flow GPM
TDH ft.
RPM
Passage
Head ft.
ft.
Design Condition
450
140
1770
3 inch
170
11
C. Net positive suction head available at the centerline of the pump impeller is 20 feet at 450 GPM.
D. Liquid pumped is municipal wastewater with a maximum temperature of 60 deg. F.
PART 2, PRODUCTS
2.01 PUMPS
A. Manufacturers
1. Pumps shall be Fairbanks Morse Model D5430WD, Yeomans Chicago Pump equal, KSB
equal, or other approved equal. The existing pumps are Fairbanks Morse Model D5430WD.
If a different model pump is used, the Contractor will be responsible for supplying and
installing any transition fittings or other items needed to install the pumps in the space of the
existing pumps.
2. Manufacturer shall have installations of like or similar application with a minimum of 5
years service for this pump size.
3. Pumps and associated parts must be assembled in the USA (in accordance .with the
American Recovery and Reinvestment Act of 2009).
B. Design

Section 07422
Addendutn No. 1, November18, 2009
1. Rotation
a. One pump will be clockwise rotation and the other counterclockwise rotation when
viewed from the driver end looking at the pump.
2. Impeller
a. Impeller shall be of the balanced non -clogging type matched to its constant velocity
equalizing pressure volute and be made of close -grained cast iron conforming to ASTM
A48 CL30. It shall be of one-piece construction, single suction, enclosed two -vane,
radial flow design with well-rounded leading vanes and then tapered toward the trailing
edge for a circular flow pattern to prevent the accumulation of solids and stringy
material.
b. The clearance between the impeller outside diameter and cutwater shall be capable of
passing a 3" sphere.
c. The impeller is to be balanced and secured to the shaft by means of a bolt, washer, and
key. The arrangement shall be such that the impeller cannot be loosened from torque in
either forward or reverse rotation.
d. Wiper vanes on the back impeller shroud are not allowed.
e. Impeller shall be trimmed to specifically meet the conditions of operation.
3. Volute/Casing
a. Volute is to be cast with extra thick walls made of close -grained cast iron conforming to
ASTM A48, Class 30. It is to be one-piece, constant velocity equalizing pressure
(except 4"5435WD which is specifically designed with a circular volute to minimize
radial loads at low flows) with smooth fluid passages large enough to pass any size
solid that can pass through the impeller.
b. The volute shall be side flanged tangential discharge and be capable of rotation in 45-
degree increments to accommodate piping orientation. Volute discharge shall be
minimum 4" diameter as measured on the inside diameter of the discharge flange
opening. Diffusion vanes are not permitted.
c. The volute shall be furnished with large cleanout openings located at the impeller
centerline, to allow access to the impeller.
d. The casing shall be designed to permit the removal of the rotating assembly without
disturbing the suction or discharge piping. The casing shall be hydrostatically tested to
1.5 times the design head or 1.25 times the shutoff head whichever is greater.
4. Wear Rings
a. Wear rings shall be provided on both the impeller and fronthead so that clearances can
be maintained throughout the life of the rings and minimize recirculation.
b. Impeller wear rings shall be of the axial- or face -type.
c. Fronthead wear rings shall be of the axial- or face -type.
d. Wear rings shall be attached to the impeller and fronthead using an interference fit and
Loctite.
e. Wear rings shall be stainless steel, with the impeller wear ring approximately 50 Brinell
softer than the fronthead wear ring.
f. Wear ring clearance adjustment shall be attained through impeller adjustment shims.
5. Base and Suction Elbow
a. A rugged, heavy-duty fabricated steel base with openings large enough to permit access
to the suction elbow and cleanout, bolted directly to the volute, shall be provided. The
base shall be designed to support the assembled weight of the pump and motor.
b. A cast iron suction elbow with ''/2" gauge connection, contoured handhole cleanout, and
a 125 lb. flat -faced flange conforming to ANSI drilling shall be furnished.
6. Motor
a. Pump(s) shall be driven by completely sealed, electric submersible squirrel cage
induction motors with a maximum NEMA nameplate rating of 40 HP or less, 1.15
service factor, 1770 RPM, 460 volts, 3-phase, 60 Hertz. The motor nameplate
horsepower rating should exceed the brake horsepower requirements of the specified
head and capacity conditions and have a minimum full load efficiency of 81 %.
b. Submersible equipment shall be UL Listed for Class I, Division 1, Groups C and D
explosion -proof hazardous locations as defined by the National Electric Code. All

Section 07422
Addendum No. 1, Noveynberl8, 2009
electrical parts shall be housed in an air -filled cast iron, 'watertight enclosure which is
sealed by the use of O-rings and rabbeted joints with extra large overlaps.
c. The stator winding and lead shall be insulated with moisture -resistant Class F insulation
for continuous duty in 40 degree C ambient. The motor shall be designed for
continuous duty capable of ten (1) starts per hour. Automatic reset, normally closed
thermal overloads shall be imbedded in the motor windings to provide overheating
protection. Motor winding thermostats must be connected to an electric controller per
local and state codes and the National Electric Code.
d. Motor shaft shall be one-piece, 416 stainless steel.' Carbon steel shafts or shaft sleeves
are not acceptable. Rotor is to be dynamically balanced to meet NEMA vibration
limits; all external hardware is to be stainless steel.
e. Cable leads are to enter at the top of the motor, and are to allow the cable -to -motor
connection to be accomplished in the filed without soldering. All power and control
lead wires are to be double sealed s it enters the motor in such a manner that cable -
wicking will not occur. This sealing system shall consist of a rubber grommet followed
by epoxy that is high in adhesive qualities and has a low coefficient of expansion. Each
cable wire is to have a small section of insulation removed to establish a window area
of bare wire and each wire is to be untwisted and surrounded by epoxy potting material.
A cable strain relief mechanism shall be an integral part of this sealing system. Cable
sealing system shall be capable of withstanding an external pressure test of 1200 PSI as
well as a cable assembly pull test as required by Underwriters Laboratories. Singular
grommet or other similar sealing systems are not acceptable. Motor shall be supplied
with sufficient length of multi -conductor type "SOW -A" or "W" power cable and
control cable to avoid any splicing. Cable sizing shall conform to NEC specifications
and be UL Listed.
f. Power and'control leads shall be terminated on a sealed terminal board. The terminal
board and its bronze lugs shall be O-ring sealed.
g. The motor cooling jacket (frame 250 and larger) shall be sealed to the motor housing
with O-rings. A portion of the liquid being pumped shall be used to cool the motor.
The liquid enters the motor cooling jacket internally via a self-cleaning, rotating flow -
control disc to prevent solids from entering and accumulating in the mechanical seal
area and cooling water jacket. The cooling jacket shall be designed so that on start-up
there is a means to purge the air from the jacket as the cooling water enters.
Shaft Seal Arrangement
a. Pump(s) shall be provided with two separate tandem -mounted mechanical seals to
prevent the pumped liquid from entering the rotor/stator cavity area to ensure reliability
of operation. The upper and lower seals are mounted to rotate in the same direction.
b. The lower mechanical seal mating surfaces are to be immersed in an oil bath, sealing
the pump volute chamber from the oil cavity. Oil in this cavity shall also lubricate the
upper mechanical seal faces. Seal faces of both the upper and lower mechanical seals
shall be held in contact by independent polymeric elastomer bellows, which act as a
spring mechanism. Seals require neither maintenance nor adjustment, but shall be
easily inspected and replaced. Pressure generated by the pump assists in sealing the
mating surfaces of the lower seal.
c. Component material for the upper seal shall consist of a composite elastomer body,
carbon steel snap ring, Buna-N O-ring, carbon rotating face and ceramic stationary face.
Lower seal component construction shall include a composite elastomer body, stainless
steel clamp and set screws, Buna-N O-ring, silicon carbide rotating face and tungsten
carbide stationary face.
d. Two moisture detection probes shall be installed so that they will detect moisture in
either the seal or stator cavity measuring resistivity between the probes. They shall be
wired internally to the control cable connection at the top of the motor. Float type
devices located in the rotor/stator area or single probe -to -ground moisture detectors
measuring continuity are not acceptable. O-ring sealed inspection plugs shall be
provided in the mechanical seal oil chamber for ease of inspection, draining and filling
of oil.

Section 07422
Addendum No. 1, November18, 2009
8. The pump shall rotate on a grease lubricated -for -life thrust bearing (oil lubricated in 210
frame) and grease lubricated radial bearing (oil lubricated in 210 frame) with a minimum
L10 life of 40,000 hours. Lower shaft bearings shall be locked in place to prevent shaft
movement and to take thrust loads.
9. Fits and Hardware
a. All machined bolts, nuts, and capscrews shall be stainless steel and be of the hex -head
type and will not require the use of any special tools.
10. Testing
a. a. A certified factory performance test shall be performed on each pumping unit in
accordance with Hydraulic Institute Standards, latest edition. Tests shall be sufficient
to determine the curves of head, input horsepower, and efficiency relative to capacity
from shutoff to 150% of design flow. A minimum of six points, including shutoff, shall
be taken for each test: At least one point of the six shall be taken as near as possible to
each specified condition.
11. Pumps shall be manufactured by companies whose management system is registered to ISO-
9001:2000.
2.02 CONTROL PANEL
In addition to items listed above, all duplex panels shall include a main circuit breaker for each pump,
a magnetic contactor with quick. trip ambient compensated over load block, main circuit breaker for
alarm and control circuit, yellow run light for each pump, H-O-A switch for each pump, red seal
failure light for each pump, alarm switch for on -off and test, outside flashing red alarm light, alarm
horn with silence, alternator relay to alternate pumps on each successive cycle, and override circuit to
start both pumps if level rises in sump or to start second .pump if one pump fails, separate alarm
circuit, elapsed time meter for each pump, a terminal strip for connecting pumps and controls, and a
115 volt 10 amp duplex receptacle. In addition, the panel shall include the necessary relays to start
the lag pump on a time delay such that both pumps never start simultaneously.
Contractor shall reconnect existing telemetry unit to new control panel and verify that all alarm
conditions will activate unit.
2.03 SUBMITTALS
Provide to Engineer five (5) complete sets of shop drawings and literature, prior to production
release, showing all components. Submittals shall contain sufficient detail to show compliance with
these specifications. After shipment, 5 sets of specific operation and maintenance manuals shall also
be submitted.
2.04 STARTUP AND CHECKOUT
The supplier shall provide a factory -trained technician to inspect the completed installation and to
perform a startup test. The technician shall verify proper -installation and operation of all the
equipment supplied under these specifications. In addition, the technician shall train Owner's
personnel in operation, maintenance, and trouble- shooting procedures. A written report of the
inspection and testing shall be provided to the Owner.
2.05 MEASUREMENT
All materials and labor described in this Section shall be included in the lump sum bid price for
"Refurbish Northwood Pump Station".

06256
Addendum: No. 1, November18, 2009
SECTION 06256 BORING AND ENCASEMENT
06256.1 Scone
This section shall include construction methods for pipelines installed by boring and jacking in the locations as
shown on the Contract Drawings.
The Contractor shall inspect the locations at the proposed crossings and shall familiarize himself with the conditions
under which the work will be performed and with all necessary details and the suitability of his equipment and
methods for the work required.
06256.2 Boring and Encasement
The encasement pipe shall be of the size wall and thickness as shown on the Contract Drawings. All encasement
pipes shall conform to ASTM A-53 Grade B or ASTM A-139 Grade B.
Installation of pipeline shall be carried out without disturbance of the embankment, pavement, or other highway
facilities and without obstructing the passage of traffic at any time.
The boring machine shall be accurately aligned before the boring is commenced and the Contractor shall take such
necessary steps as are required to accurately place the encasement with respect to line and grade. Payment will not
be made for a bore and encasement that is not accurate as to line and grade as determined by the Engineer.
As the boring operation progresses, each new section of the encasement pipe shall be butt welded to the section
previously jacked into place. The boring auger shall not be of a greater diameter than the outside diameter of
encasement. The leading edge of the steel casing shall be kept as close to the auger head as possible and shall be
advanced at the same rate of speed as the earth auger in order to minimize any unsupported holes in the earth. Any
voids that occur are to be filled with 3:1 grout at 50 psi pressure to insure that there will be no settlement. There will
be no payment for grout work.
In the event that an obstruction is encountered during the boring operation which cannot be penetrated as determined
by the Engineer, the auger is to be withdrawn and the steel pipe encasement is to be cut off, capped and completely
filled with 1:3 grout at 50 psi pressure before moving to a new site. Payment will be made by the Owner on that
amount of linear footage of boring and encasement that was completed before the boring operation was stopped plus
the additional linear footage at the new site. There will be no payment for the grout work.
06256.3 Pipeline Installation
After completion of the boring and encasement, the Contractor shall insert the pipeline in prejointed segments.
A galvanized steel spider shall be installed behind each carrier pipe bell in the encasement pipe, as shown on the
Contract Drawings.
After placing and jointing the pipeline, the ends of casing pipes and tunnels shall be closed with brick masonry
bulkheads.

�;^-� �.-•�� 5st Fi'
+ i
Pe►forma cr Annual Report
Town of Taylorsville
JUL 1 0 2009 (2008 2009)
I. General InformatlQn
.RECEIVED
Facility System Na T lorsville. Wastewater 7reatment'Pla t & Collection System
>' ,. JUL - 6 2009
Responsible Entity: Town of Taylorsville
67 Main Ave Dr, Taylorsville NC, 28681 DENR - WATER QUALITY
Persons in Charge/Contacts: Brian Eades wwrP-ORC POINT SOURCE BRANCH
David Robinette -Public Works Director/ CS ORC
Applicable Permit(s): NC0026271-WWTP & WAY °Collection System
i
Description of Collection system & Treatment Process:
The Town of Taylorsville's Collection System consists of approximately 22 miles of sewer pipe and 22 regularly maintained pump
stations. Domestic sewage flows into an 930,000 gallon per day Treatment Facility where it is properly treated for discharge into
the Lower little River. The WWTP consists of one micro -screening device for solids removal, two (2) 415,000 gallon aeration
basins for BOD5 and NH removal, two (2) 4S foot diameter Clarifiers for settling solids, two (2) CL2 chambers for water
disinfection, and one (1) S02 chamber to reduce Ct2 levels in treated water. Also, there are four (4) aerobic digester which treat
an average of 1.2 million gallons of sludge per year for land application. Each process is operate efficiently throughout this fiscal
year. The Effluent has been compliant with state regulations each month (with the exception being the month of 12/2008 when
TSS levels were marginally non -compliant due to heavy rainstorms).
11. Performance;
Text summary of System Performance for the fiscal year 2008-2009.
The sewer system is effectively maintained and operated at all times to prevent improper discharge to land or surface waters. A
map of the sewer system has been develQ ed and actively updated. An operation and maintenance plan has been developed
and implemented. A general observation of the entire sewer system Is conducted at a least one per year. Inspection and
maintenance records are kept for a period of three (3) years. Also any overflows or §yp sses (SSO's) are reported to our division
regional office in accordance to 15A NCAC 2B.05061al as well as public notification (as needed].
The Town's Sewage Collection System operated efficiently with only minor clogs that were quickly unstopped to prevent SSO's
The WWTP successfully removed over 95% Qf_Qrganic biqlqgiol contaminants, and over 90% of the settable solids from the
wastewater throughout the_vear. and produced a clear -clean water to reintroduce Into the river.
There were four (4) occurrences of sewer overflow during the fiscal year 2008-2009. All incidents were reported to the State
Divisjgn of Water Quality (DWQ) in Mooresville as regulations require, and repairs and cleanup performed also according to
stringent state regulations.
III. Notifications:
This report will be published in the local newspaper and the public will be advised that copies will be available at the Town Hall.
IV. Certification:
I certify under penalty of law that this report is complete and accurate to the best of my knowledge. 1 further certify that this
report has been made available to the users or customers of the named system and that those users have been notified of its
availability. /_
— -��M R04924�ULSL June 29, 2009
David Robinette
Public Works Director
Town of Taylorsville

David Robinette, -Public' Works Director
Town of Taylorsville
67 Main.Ave Drive
Taylorsville, NC 28681
Dear Mr. Robinette:
Michael F. Easley, Governor
William G. Ross Jr.
North Carolina
August 27, 2008 AUG 2 9 2008
DENR W10
DVS-Sursccc ��Ptcrrct�.ctson
Subject: Additional Information Needed
Town of Taylorsville
Permit Number WQCS00135
Alexander County
The Division has reviewed the application for renewal from the Town of Taylorsville. A review of the
application documents by the Mooresville Regional Office indicated that "Attachment A" should not
list the sub -waterway crossing as High Priority Lines. The Capital Improvement Plan does not contain the
year of the plan or the total amount of money allocated for the CIP.
Please provide "Attachment A" with the necessary changes and a Capital Improvement Plan with the
appropriate information along with a copy of this letter, to the address on the letterhead.
If you have any question regarding this letter, please feel free to contact me at 919-807-6313 or if you
prefer to e-mail at [e-mail].
Sincerely,
Tom Ascenzo
Environmental Specialist
Enclosure
cc: Mooresville Regional Office,_S_WP=Secfiion)
Barbara Sifford- MRO
PERCS UNIT File
Central Files - WQ0030113
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.ne.state.us/peres
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
a'atura //ff Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

1` _Performance Annual Report Pic tmpy.
(2002-2003) AND NATURAL RML2URMS
L General Information I'LIOD ESVILLE RMIMP FRC,
Facility System Name: Taylorsville Wastewater Treatment Facility &
Collection System.
Responsible Entity: Town of TaylorsvilleAUG 05003
Persons in Charge/Contacts: Brian Eades WWTP-ORC/
i
David Robinette PWD
Applicable Permit(s): NC0026271-WWTP P p�r,(f'if��.��... t� :P�Tl��if�q�•i� 41'h"�{',i�" "J
Description of Collection System or Treatment Process:
The Town of Taylorsville's Collection System consists of approx. 22 miles of sewer pipe and 18
regularly maintained pump stations. Domestic sewage flows into a 830 mgd Treatment Facility
where it is properly treated for discharge into the Lower Little River. The WWTP consists of one
micro -screening device for solids control, two 415.000 gallon aeration basins for BODS/Nitrogen
removal, two 45 diameter Clarifiers for settling, two CL2 chambers for disinfection purposes, and
one SO2 chamber to reduce CL2 levels in treated water. Also there are four di esters which treat
(on average) 1.2 MG of sludge annually for land application Each process is operated efficiently all
year.
H. Performance:
Text summary of System Performance for Fiscal Year 2002-2003
The Town's Collection System operated efficiently with only minor sewer clogs that were quickly
unstopped to prevent overflows. The WWTP successfully removed over 99% of organic
contaminants throughout the year, and produced a clear discharge into receiving waters
During the fiscal year 2002-2003, there were no occurances of sewer line overflow reported as
reaching surface waters. Any incidents that occur are reported as regulations require
M. Notification:
This report will be published in the local newspaper and the public will be advised that copies will
be available at the Town Hall.
IV. Certification:
I certify under penalty of law that this report is complete and acurate to the best of my knowledge I
further certify that this report has been made available to the users or customers of the named
and that those users have been notified of its
David Robinette
Public Works Director
Town of Taylorsville
Puly AU, LVVJ
Date
Coot 0 n r

Performance Annual Report-- -
(2006-2007)
I. General Information
Facility System Name: Taylorsville Wastewater Treatment Facility &
Collection System. JUL1 2 2G�i
Responsible Entity: Town of Taylorsville
Persons in Charge/Contacts: Brian Eades WWTP-ORC/ L .
David Robinette PWD L
Applicable Permit s zAy—qg026271-WWTP & WQCS00135 Collection System
Description of Collection System or Treatment Process:
The Town of Tavlorsville's Collection. Svstem consists of approx. 22 miles of sewer pipe and 18
regularly maintained pump stations. Domestic sewage flows into a .830 mgd Treatment Facility
where it is properly treated for discharge into the Lower Little River. The WWTP consists of one
micro -screening device for solids control, two 415,000 gallon aeration basins for BODS/Nitrogen
removal, two 45 diameter Clarifiers for settling, two CL2 chambers for disinfections purposes, and
one SO2 chamber to reduce CL2 levels in treated water. Also, there are four digesters, which treat
(on average) 1.2 MG of sludge annually for land application. Each process is operated efficiently all
year.
Hi Performance:
Text summary of System Performance for fiscal year 2006-2007
The sewer system is effectively maintained and operated at all times to prevent improper discharge to
land or surface waters. A map of the sewer system has been developed and actively updated. An
operation and maintenance plan has been developed and implemented. A general observation of the
entire sewer system is conducted at least once per year. Inspection and maintenance records are kept
for a period of three years. Also, any overflows or bypasses are reported to our division regional
office in accordance to 15A NCAC 2B.0506 (a) as well as public notification as needed.
The Town's Collection System operated efficiently with only minor sewer clogs that were quickly
unstopped to prevent overflows. The WWTP successfully removed over 95% of organic
contaminants throughout the year, and produced a clear discharge into receiving waters.
There were no occurrences of sewer overflow during the fiscal year 2006-2007. Any incidents that
occur are reported, as regulations require.
III. Notification:
This report will be published in the local newspaper and -the public will be advised that copies will be
available at the Town Hall.
IV. Certification:
I certifv 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 users or customers of the named
system, and that those users have been notified of its availability.
July 2, 2007
David Robinette Date
Public Works Director
Town of Taylorsville JUL '1 i

Performance Annual Report .
(2007-2008)
I. General Information
Facility System Name: Taylorsville Wastewater Treatment Facility &
Collection System.
Responsible Entity: Town of Taylorsville
Persons in Charge/Contacts: Brian Eades WWTP-ORC/ l; ? JUL 1
David Robinette PWD 0 2008
Applicable Permit(s): NCO026271-WWTP & VVQCS00135,Collection System !` _
'MUFti ilI'r LIfY
Description of Collection System or Treatment Process:
The Town of Tavlorsville's Collection System consists of awrox. 22 miles of sewer pipe and 18
regularly maintained pump stations. Domestic sewage flows into a .830 mad Treatment Facility
where it is properly treated for discharge into the Lower Little River. The WWTP consists of one
micro -screening device for solids control. two 415,000 gallon aeration basins for BOD5/Nitrogen
removal. two 45 diameter Clarifiers for settling, two CL2 chambers for disinfection purposes, and
one S02 chamber to reduce CL2 levels in treated water. Also there are four d•¢esters which treat
(on average) 1.2 MG of sludee annually for land application. Each process is operated efficiently all
year. Effluent treated water has been in compliance with State Regulations during the entire report
period.
H. Performance:
Text summary of System Performance for fiscal year 2007-2008
The sewer system is effectively maintained and operated at all times to prevent improper discharge to
land or surface waters. A map of the sewer system has been developed and actively updated. An
operation and maintenance plan has been developed and implemented A General observation of the
entire sewer system is conducted at least once per Year. Inspection and maintenance records are kept
for a period of three years. Also, any overflows or bypasses are reported to our division regional
office in accordance to 15A NCAC 2B 0506 (a) as well as public notification as needed
The Town's Collection System operated efficiently with only minor sewer clogs that were auickly
unstopped to prevent overflows. The WWTP successfully removed over 95% of organic
contaminants throughout the year and produced a clear discharge into receiving waters
There were three (3) occurrences of sewer overflow daring the fiscal Year 2007 2008 All incidents
were reported to the NCDEIM office in Mooresville as regulations require, and repairs and
cleanup performed also according to strmeent state regulations.
M. Notification:
This report will be published in the local newspaper and the public will be advised that copies will be
available at the Town Hall.
IV. Certification:
I certify under penalty of law that this report is complete and accurate to the best of my knowled e_
I further certify that this report has been made available to the users or customers of the named
system, and that those users have been notified of its availability
t RMIVL,,,_�_/12June
E
D
16. 2008
David Robinette Date
Public works Director JUL 1 5 2008
Town of Taylorsville
NC-DENR MRC
DWG -Surface Water Protection

6's tJk
MRO Incident / Complaint Report
^_ o
Investigator:
Received By: John Lesle
Contact Date:
Date Received: 06/27/200
Investigated Date:
Time Received: 1500 hrs
Response Date:
County: Alexander
Complaint Type: Collection system Incident #:200801797
Investigated? ❑ yes ❑ no BIMS
Violation? ❑ yes ❑ no RUST ❑
NOV Sent? ❑ yes ❑ no Other:
Responsible Party: Town of Ta lorsville
Complainant: Rev. Dan Spears
Telephone:
Telephone:[phone]
Address:
Address: 63 Macedonia Church Road,
Ta lorsville, NC 28681
Nature of Complaint:
Terrible odors coming from Town of Taylorsville lift station and collection system near
prison.
Directions to Site:
Intersection of Hwy 16 and Macedonia Church Road
Actions Taken/Comments:
Referred to:
❑ UST ❑ LQ ❑ AP ❑ SWP ❑ Haz. Waste ❑ Solid Waste ❑ PWS ❑ County HD
Referred on:
Referred by:
Additional Comments:
Advised Rev. Spears to contact the Town and report the problem to the utilities department to
get some immediate relief from the problem. He has contacted them in the past for alarms at
the lift station and found them to be cooperative.