WQCS00016_Application_20180917

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Date: September 07, 2018 gli
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Letter of Transmittal NORTH CAROLINA
Laacl. 01;b0Pett
To: From:
NC Department of Environmental Quality - DWR Michael Leonas
Water Quality Permitting Section - PERCS Unit Albemarle Public Utilities Department
1617 Mail Service Center PO Box 190
Raleigh, NC 27699-1617 Albemarle, NC 28002-190
ATN: PERCS Unit Supervisor 704.984.9605
mleonas@albemarlenc.¢ov
Attached please find a copy of the completed application package and supporting documentation for the
City of Albemarle Collection System Permit (WQCS0016).
Supporting information includes the following:
o This Letter of Transmittal as Cover Letter
o Application Form CSA 04-16
o Pump Station List supporting Section IV.3
o High Priority Lines List sup[porting Section IV.4
o Annual Budget for Collection System supporting Section V.6
o Capital Improvement Plan supporting Section V.6
o Response Action Plan supporting Section VI.2
o Contingency Plan Supporting Section VI.4
o Comprehensive Collections System Map (Enclosed as USB Thumb Drive labeled as such)
Please advise if there is any additional information needed or if there are any questions concerning the
enclosed information.
Thank You
Mike Leonas

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER COLLECTION SYSTEMS
`Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General—When submitting an application to the Pretreatment,Emergency Response,&Collection Systems(PERCS)Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested
additional information.
- ------ ---
The Applicant shall submiioneoriginal and one copy of the application and supporting documentation. -
A. Cover Letter
0 Submit a cover letter listing all items and attachments included in the permit application package
D. No Application Fee Required
• No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
• The appropriate annual fee for systemwide wastewater collection system permits may be found at:
Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
❑ Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
9 The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
> NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation(i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
® Section IV.3 Pump Station List
® Section IV.4 High Priority Lines List
® Section V.4 Annual Budget for Collection System (Updated and Approved)
"® - Section V.6— " Capital-Improvement-Plan(Updated and Approved)
® Section VI.2 Response Action Plan
✓ Section VI.4 Contingency Plan
O Section VL6 Comprehensive Collection System Map
LI Section VII Note Any Potential Compliance Issues(None known at this time)
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
Attu:PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility, etc): City of Albemarle
2. Facility Information: Name: City of Albemarle Collection System Permit No.:WQCSOO 16
3. Applicant type: X Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑ Other:
4. Signature authority's name:Michael J.Ferris per 15A NCAC 02T.0106(_b)
Title: City Manager
5. Applicant's mailing address:PO Box 190
City:Albemarle State:NC Zip:28002-
6. Applicant's contact information:
Phone number: [phone] Fax number:[phone] Email address:[e-mail]
- III. CONTACT/CONSULTANT INFORMATION: ----__—_-- ------- —__------------___---
1. Contact Name:Michael Leonas
2. Title/Affiliation:Director—Public Utilities
3. Contact's mailing address:PO Box 190—144 N. Second Street
4. City:Albemarle State:NC Zip:28002-
5. Contact's information:
Phone number:[phone] Fax number:[phone] Email address:mleonas a albemarlenc.gov
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? LI New X Renewal
2. County System is located in: Stanly County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Albemarle Long Creek Wastewater Treatment Facility
4. WWTF Permit Number(s): NC0024244
5. What is the wastewater type? 50%Domestic or 50%Industrial(See 15A NCAC 02T.0103(20))
L> Is there a Pretreatment Program in effect?X Yes or❑No
6. Wastewater flow: 6.06 MOD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 12 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or X Representative Data
9. Population served by the collection system: 17000
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length '
Gravity Sewer 188(miles)
Force Main 4.5(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
APPLICATION CSA 04-16 Page 3 of
5

2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 1
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 7
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
> Pump Station Name
> Physical Location
> Alarm Type(i.e.audible,visual,telemetry, SCADA)
> Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
• 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.
Responsibility for the operation,maintenance,and response activities of the collection system is within the Water and Sewer
Systems Division of the Public Utilities Department(PUD).The W&S Systems Division is comprised of twenty(20)
employees spread across three(3)crews and is led by the Water and Sewer Systems Superintendent who manages the daily
operations of both the wastewater collection and water distribution systems and serves as the ORC for the system.For
maintenance and repair functions associated with the pump stations and associated telemetry,the Division is supported by the
Maintenance group of the Plants Division within the FUD.Additional support for maintenance activities is provided by
service contracts as well.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 080.0201
Main ORC Name: Bryan Hinson Certification Number: 994223
Back-Up ORC Name: Christopher Palmer Certification Number: 996205
See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $2,573,695
4. Submit a copy of your current a s nual budget.
5. Approximate capital improvement budge for the collection system only: $ 19,279,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑Yes or X No
8. Do any satellite systems discharge to this collection system X Yes or❑No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Town of New London Bill Peak PO Box 114 West Gold St.28127/704-463-5423
Stanly County Donna Davis 1000 N. 1st St Albemarle NC 28001/704-986-3686
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
APPLICATION CSA 04-16 Page 4 of
5

9. List any agreements or ordinances currently in place to address flows from satellite systems:
The City has and maintains formal agreements with the previously listed satellite systems discharges.
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? 12 Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ®Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide 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.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. 1 Yes ❑No 12—18 mo.
I(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.
11(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is 11 Yes ❑No 6—9 mo.
the spare if pump reliability is met).
11(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.
11I(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 maybe difficult for the
applicant to meet(attach clarification if needed):None known at this time
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I, Michael J.Ferris attest that this application for City of Albemarle
(Signature Authority's Name&Title from Item I.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 civil
penalties up to$25,000 per violation.
Signature: C/ � C ( Date: </r30//
APPLICATION CSA 04-16 Page 5 of
5

City of Albemarle Collection System Permit Renewal Package
WQCS0016
Section [V.3—Pump Station List

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available as stainless steel versions
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Suction Flange Diameter 3 15716 Inch
Wm*port Cove/SO Impelerdlameter 248mm
Number of blades 1
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Installation: P permanent,Wet
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Motor Y C3127 162 21-12-4AL-W 10hp
Standard
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Rated v ollage 230 V
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4 Starting current 134 A
Rated speed 1720-1_1-
near q Power factor
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314 Load 0.68
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impeller diameter 9'/: Stator variant 12 3/4 Load 0 86
Number ot blades I Frequency 60 Hz 1/2 Load 0 80
Throughlet diameter 3 inch Rated voltage 230 V
Number of poles 4 Motor efficiency
Pharos 3- 1/1 Load 84 3%
Rated power 10 hp 3/4 Load 86 5%
Rated current 25 A 1/2 Load 87.0%
Starting anent 134 A
Rated speed 1720 ipm
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Charles R. Underwood, Inc.
2000 Boone Trail Rd. Pump Sales & Service Ph:919-775-2463
Sanford,NC 27330Fax:[phone]
Job# Date: 1-1(7-(.0/f It.
Job Location: Pt1lamort2 At H- '` e-e-k 4 6
Pump Information: 4f; yiV1bictU 4-112c-ie co31v13 -
Z v1 377se, 1Ap I = -
Wet Well Diameter: CR ' Wet Well Depth: 3<e
Distance from Valve Vault Lid to Wet Well Lid: &e /'. ., or Write"Same Level"
Distance from Valve Vault Lid to Centerline of gauge: k --
Fill Test 1 Fill Test 3 Pump#1
Start: inches Start: _ inches Amps: 1-S.t
2- g.4
Stop: - inches Stop: inches 3- eg1i
Volts: 1-2: Z.c-!1 1-G:
Time: Time: 1-3: 7 c.1) 2-G:
2-3: 2q' 3-G:
Pump#1 Test 1 A.4,,,,e- {" Q Pump#1 Test 2 Pump#2
Start: '2-I s -do" inches Start: 2_$' -O`' inches Amps: 1- are. 7,0
2-
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Time: l s-n;e• $t,(Ai Time: ivi,,n l ( Volts: 1-2: 2)--1( 1-G:
1-3: 2-4Z 2-G:
Pressure: !J0 G&u9 SPSI Pressure: PSI 2-3: Z 3-G:
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Fill Test 2 Fill Test 4 Incoming Line
Start: inches Start: inches Volts: 1-2:2141 1-G: {2-i
1-3: 7_442 2-G: -Loci
Stop: inches Stop: inches 2-3: 2)42 3-G: 1.7,p
Time: Time:
Pump#2 Test 1 ®IATY Pump#2 Test 2 Notes:
Start: ?- --U inches Start: --451 S inches
Stop: 7-55' - 3'‘ inches Stop: 2$' -/5" inches
Time: 4 ek 53 Cwt Time: hfu A 5-2) U
Pressure: PSI Pressure: PSI
**TRY TO KEEP THE TIMES TO 1 MINUTE IF POSSILE**

Section GRINDER Page 104
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Dated JANUARY 2001 .1?
Supersedes JULY 2000 :�►'
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curve limit.Performance curves are based on actual tests with clear water at 70` F and 1280 feet site elevation.
Conditions of Service:
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City of Albemarle Collection System Permit Renewal Package
WQCS0016
Section 1V.4—High Priority Lines List

CIN OF ALBEMARLE HIGH PRIORITY LINE(HPL)MASTER LIST
HPL Type
Location Description(i.e.road
°
HPL ID# HPL Name/Identifier T v =a or stream crossingor
Remarks
Tr ' C c .. ❑ a= intersection)or Beginning&
. cP 11 n c e o m' * Ending Latitude/Longitude
Q o S J V m S N J,7,W J O
9
1 WMtp at pole pile x wwtp,Long creek.Strea:- ••:k restraints at pipe joint.DIP with heavy
crossing ' crossina built in 2015
2 Hwy 2427 on south sidex Long creek,Stream crass Under stream bed/DIP
of bndae
3 W.main st on south x Long creek,Stream cross•n,; DIP
side of bodge
4 W.main st at old dnve- x Long creek,Stream crossing Access road across from memory In./DIP
in
5 Memory In behind royal x x Long creek.Stream crossing DIP/always check for debris
chemical
S End of maple st to x Long creek.Stream crossing Always check erosion on maple st side of creek./DI
kirasley dr outfall ore
7 Kingsley dr west side of x Long creek.Stream crossing DIP
bndoe
8 Kingsley dr behind old x x Long creek.Stream crossing DIP
ce0a building
9 Between#8 and 010 3 x Long creek,Stream crossing DIP
HPL's
10 Hwy 73 at rock hole x Long creek.Stream crossing Line subject to back up/material DIP
11 Kingsley dr to White oak x Crossing drainage ditch material DIP
• •
•
12 Morgan rn south site x lane long creek,Stream Always check repair clamp/CIP 1
oI bndaed ocrossina
13 Behind old-allisons - - x Little long creek,Stream DIP aim at at money MH crossing
t 1-waders to old mill x x Poplin creek,Stream crossing Line is out of service/CIP
• e;to Brickx x Poplin creek.follows stream bed check erosion on brick source side,Also check
laterals crossing stream from Mils/Terra colta R.:
16 Old Aquadale at south x Poplin creek,Stream crossing DIP/always check for debris
side of bndae
17 2nd st behind A d A x x Poplin creek,Stream crossing Check for aver growth/DIP
auto
18 2nd st beside A&A x x Poplin creek,Stream crossing Check for over growth/DIP
auto ,
19 Rock creek park x Rock creek,Stream crossing Near creek tunnel/CIP
20 Dead end of Ellenwood X k Poplin creek,Stream crossing DIP
dr
21 Old charlotte rd under x Little long creek.Stream Hung from bndge iCiP
bndae crossing
22 W.main st north side of .k Little long creek.Stream Right side of Alb.Retread/DIP
brldde crossing
23 Don Montgomery park y x Little long creek,Stream Between bndges/DIP Line is no longer in seance
crossina of 2015
24 Salisbury av behind xLittle Tong creek.Stream Under stream bed/DIP
hams teeter crossing
25 North side of E mason x x Little long creek,Stream old line is visable in creek new line under creek
dead end crossing bed/DIP Incased in concrete
26 Dead end of E mason x x x Little long creek,Stream Check restraints/DIP
crossing
27 Under 1st sreet bridge x x Crossing drainage ditch DIP
28 Cross under west side of x x Little long creek.In stream bank Check cross for leaks and erosion/DIP
1st street bndae
29 2nd st under 1 st street x Little long creek,Stream Line on south side coming from encased
bridge crossina concrete/DIP
30 2nd st.Melchor branch x k Melchor branch,Stream crossing Check under MI-I's for erosion&Check pipe through
•at tunnel tunneVOIP
• 31 South side of 2nd st x x Little long creek,Stream DIP
crossing
32 Under 2nd st throughx x Little long creek.runs with Hung from bridge/DIP
creek pinestream
J3 North side of 2nd st x x Little long creek,Stream Check for erosion under supports/DIP
CrrsSina
74 Hamilton ay behind x x Little long creek,Stream Line subject to back up/DIP
•
i lentz auto sales _ crossina
35 Behind houses at end ofx Little long creek.Stream DIP
Cray st crossing
36 Behind Monarch Aprt.In x x Crossing drainage ditch that". DIP
ditch to melchor branch
37 1200 colonial dr ,r x In drainage ditch bank Check East side of ditch for erosion/DIP
38 Hwy 52 north Gus Shady Little long carr• ---ter str ea- Where the 8'from hwy 52 comes into the 18'that
oronerty Led runs to carter rd/DIP
•
Page 1 of 1 HIGH PRIORITY LINE(HPL)MASTER LIST Date Last Updated:4/20/2018

City of Albemarle Collection System Permit Renewal Package
WQCS0016
Section V.4—Annual Budget for Collection System (FY19)

.: S. munis.
a s ...,....-e- a.. r erp solution
08/21/2018 13:24 (CITY OF ALBEMARLE P 1
mleonas COUNCIL BUDGET REQUESTS bgdeptrq
BUDGET PROJECTION 2019 2018-2019 BUDGET PROJECTION
ORG OBJECT PROJ ACCOUNT DESCRIPTION CURRENT PROJECTED PERCENT
ADJ BUDGET ACTUAL COUNCIL CHANGE
617150 512100 REGULAR SALARIES AND WAGES 793,100.00 748,250.00 817,000.00 3.01
61 -9-7150-0000-00-512100-
617150 512101 CIP SALARIES AND WAGES .00 .00 .00 .00
61 -9-7150-0000-00-512101-
617150 512102 CAP OUTLAY-SALARIES & WAGES .00 .00 .00 .00
61 -9-7150-0000-00-512102-
617150 512200 OVERTIME WAGES 35,000.00 50,000.00 42,000.00 20.00
61 -9-7150-0000-00-512200-
617150 512600 TEMP/PART TIME WAGES .00 .00 .00 .00
61 -9-7150-0000-00-512600-
617150 512700 LONGEVITY WAGES 30,000.00 28,750.00 30,200.00 .67
61 -9-7150-0000-00-51270.0-
617150 518100 FICA 65,650.00 65,650.00 68,025.00 3.62
61 -9-7150-0000-00-518100-
617150 518200 RETIREMENT 64,350.00 64,350.00 65,250.00 1.40
61 -9-7150-0000-00-518200-
617150 518300 HEALTH INSURANCE 215,885.00 215,885.00 203,140.00 -5.90
61 -9-7150-0000-00-518300-
617150 518301 EMPLOYEE LIFE INSURANCE 1,350.00 1,450.00 1,500.00 11.11
61 -9-7150-0000-00-518301-
617150 518500 UNEMPLOYMENT INSURANCE 200.00 120.00 200.00 .00
61 -9-7150-0000-00-518500-
617150 518600 WORKERS' COMPENSATION 23,900.00 30,000.00 27,650.00 15.69
61 -9-7150-0000-00-518600-
617150 518900 YMCA MATCH 300.00 400.00 600.00 100.00
61 -9-7150-0000-00-518900-
617150 519300 MEDICAL 1,000.00 1,000.00 .00 -100.00
61 -9-7150-0000-00-519300-
617150 519500 ENGINEERING 47,500.00 47,500.00 34,500.00 -27.37
61 -9-7150-0000-00-519500-
617150 519900 ALL OTHER PROF SERVICE/CONSULT 4,800.00 300.00 4,800.00 .00
61 -9-7150-0000-00-519900-

,
••••
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".D� �` ••„ B,yler erp solution
08/21/2018 13:24 CITY OF ALBEMARLE P 2
mleonas (COUNCIL BUDGET REQUESTS bgdeptrq
BUDGET PROJECTION 2019 2018-2019 BUDGET PROJECTION
ORG OBJECT PROJ ACCOUNT DESCRIPTION CURRENT PROJECTED PERCENT
ADJ BUDGET ACTUAL COUNCIL CHANGE
617150 521200 UNIFORMS 10,500.00 10,500.00 12,000.00 14.29
61 -9-7150-0000-00-521200-
617150 522000 FOOD & PROVISIONS 500.00 580.00 600.00 20.00
61 -9-7150-0000-00-522000-
617150 524601 DISTRIB LINES SUPP/MATERIALS .00 .00 .00 .00
61 -9-7150-0000-00-524601-
617150 525100 MOTOR FUELS & LUBRICANTS 42,500.00 42,500.00 32,500.00 -23.53
61 -9-7150-0000-00-525100-
617150 525900 PARTS & OTHER VEHICLE SUPPLIES 8,000.00 8,000.00 6,000.00 -25.00
61 -9-7150-0000-00-525900-
617150 526000 OFFICE SUPPLIES & MATERIALS 1,000.00 1,000.00 1,000.00 .00
61 -9-7150-0000-00-526000-
617150 526500 OTHER SUPPLIES & MATERIALS 283,530.00 287,530.00 207,560.00 -26.79
61 -9-7150-0000-00-526500-
617150 526501 CIP-OTHER SUPPLIES & MATERIALS .00 .00 .00 .00
61 -9-7150-0000-00-526501-
617150 526502 CAPITAL OUTLAY-SUPPLIES & MAT .00 .00 .00 .00
61 -9-7150-0000-00-526502-
617150 529500 SMALL TOOLS/EQUIP <$5000 26,200.00 13,000.00 27,000.00 3.05
61 -9-7150-0000-00-529500-
617150 531100 TRAVEL 3,000.00 3,000.00 3,000.00 .00
61 -9-7150-0000-00-531100-
617150 531200 TRAINING 3,500.00 5,000.00 4,950.00 41.43
61 -9-7150-0000-00-531200-
617150 531300 TUITION ASSIST REIMBURSEMENT 2,500.00 .00 2,500.00 .00
61 -9-7150-0000-00-531300-
617150 532100 TELEPHONE 2,100.00 2,100.00 2,100.00 .00
61 -9-7150-0000-00-532100-
617150 532900 OTHER COMMUNICATION 720.00 .00 .00 -100.00
61 -9-7150-0000-00-532900-
617150 533100 ELECTRICITY 15,000.00 15,000.00 19,200.00 28.00
61 -9-7150-0000-00-533100-

•••• munis.
_.tlraigO er irp sulubOq
08/21/2018 13:24 CITY OF ALBEMARLE IP 3
mleonas COUNCIL BUDGET REQUESTS bgdeptrq
BUDGET PROJECTION 2019 2018-2019 BUDGET PROJECTION
ORG OBJECT PROJ ACCOUNT DESCRIPTION CURRENT PROJECTED PERCENT
ADJ BUDGET ACTUAL COUNCIL CHANGE
617150 533300 NATURAL GAS .00 .00 .00 .00
61 -9-7150-0000-00-533300-
617150 533900 SOLID WASTE DISPOSAL FEE 3,000.00 3,000.00 3,000.00 .00
61 -9-7150-0000-00-533900-
617150 535100 BUILDING REPAIR & MAINTENANCE 1,000.00 1,000.00 1,000.00 .00
61 -9-7150-0000-00-535100-
617150 535200 EQUIPMENT REPAIR & MAINTENANCE 58,800.00 42,000.00 42,000.00 -28.57
61 -9-7150-0000-00-535200-
617150 535300 VEHICLES REPAIR & MAINTENANCE 15,000.00 15,000.00 15,000.00 .00
61 -9-7150-0000-00-535300-
617150 539300 CONTRACT LABOR/SERVICES 5,000.00 5,000.00 .00 -100.00
61 -9-7150-0000-00-539300-
617150 543000 RENT OF EQUIPMENT 1,000.00 .00 1,000.00 .00
61 -9-7150-0000-00-543000-
617150 543001 CAP OUTLAY-RENT OF EQUIPMNT .00 .00 .00 .00
61 -9-7150-0000-00-543001-
617150 543002 CIP-RENT OF EQUIPMENT .00 .00 .00 .00
61 -9-7150-0000-00-543002-
617150 544000 SERVICE/MAINTENANCE CONTRACTS 41,630.00 33,000.00 42,670.00 2.50
61 -9-7150-0000-00-544000-
617150 549900 MISCELLANEOUS 640.00 1,500.00 1,500.00 134.38
61 -9-7150-0000-00-549900-
617150 554000 MOTOR VEHICLES 157,000.00 145,000.00 .00 -100.00
61 -9-7150-0000-00-554000-
617150 555000 OTHER EQUIPMENT 61,770.00 57,770.00 17,000.00 -72.48
61 -9-7150-0000-00-555000-
617150 557000 LAND .00 .00 .00 .00
61 -9-7150-0000-00-557000-
617150 558000 BLDG, STRUCTURE IMPROVEMENTS 18,500.00 18,500.00 58,300.00 215.14
61 -9-7150-0000-00-558000-
617150 558100 OTHER IMPROVEMENTS .00 27,900.00 .00 .00
61 -9-7150-0000-00-558100-

Ws• r4 m •••• F is
monis
-* '"' e.: 1Cyler erp solution
08/21/2018 13:24 (CITY OF ALBEMARLE P 4
mleonas COUNCIL BUDGET REQUESTS bgdeptrq
BUDGET PROJECTION 2019 2018-2019 BUDGET PROJECTION
ORG OBJECT PROJ ACCOUNT DESCRIPTION CURRENT PROJECTED PERCENT
ADJ BUDGET ACTUAL COUNCIL CHANGE
617150 559600 DISTRIBUTION LINES .00 .00 .00 .00
61 -9-7150-0000-00-559600-
617150 559601 US 52 UTILITY REPLACEMENT .00 .00 .00 .00
61 -9-7150-0000-00-559601- 1
617150 559900 OTHER .00 .00 .00 .00
61 -9-7150-0000-00-559900-
617150 559901 CONSTRUCTION IN PROGRESS .00 .00 .00 .00
61 -9-7150-0000-00-559901-
617150 571500 LEASE PURCHASE PRINCIPAL 569,150.00 569,150.00 550,050.00 -3.36
61 -9-7150-0000-00-571500-
617150 572500 LEASE PURCHASE INTEREST 245,120.00 245,120.00 228,900.00 -6.62
61 -9-7150-0000-00-572500-
617150 598000 INTERFUND TRANSFERS 85,000.00 .00 .00 -100.00
61 -9-7150-0000-00-598000-
BUDGET CEILING: 2,944,695.00
TOTALS: 2,944,695.00 2,805,805.00 2,573,695.00 -12.60
** END OF REPORT - Generated by Mike Leonas **

City of Albemarle Collection System Permit Renewal Package
WQCS0016
Section V.6—Capital Improvement Plan(FY19-FY23)

E E CITY OF ALBEMARLE E
ALBEMARLE CAPITAL PROJECT CHART
NORTH CAROLINA FY 2019-2023 ALBEMARLE
NORTH CAROLINA
Ate. /4.Caxf,OPpa-tav W to fla.Lad OPpA-ta.4.,
DEPARTMENT: Public Utilities
FUND: Water and Sewer
REQUEST FY 18-19 FY 19-20 FY 20-21 FY 21-22 FY 22-23 FUTURE
AMR meters 100,000 100,000 100,000 100,000 100,000
GIS Mapping 100,000 100,000
I&I materials 15,000 15,000 15,000 15,000 15,000
I&I project#3 2,166,000
Raw water main 8,700,000
I&I project#2 3,000,000
Replacing#426 30,000
Replacing#424 41,000
Replacing#406 200,000
Replacing#434 100,000
Replacing#456 130,000
Meter test bench 17,000
24/27 Utility Rel 4,000,000
Allegro/Harmony 120,000
REQUESTED BY: DATE:
Department Head

City of Albemarle Collection System Permit Renewal Package
WQCS0016
Section VL2/VL4—Response Action Plan/Contingency Plan

CITY OF ALBEMARLE , NORTH CAROLINA
COMMUNICATION, ASSESSMENT
And
SPILL RESPONSE PROCEDURE/CONTINGENCY PLAN
ARL --- --- - ----- ------ --------- -
NORTH CAROLINA
eeei. ;. tad. Ololoatt.64/09,
PREPARED BY: COLLECTIONS ORC , BACK UP ORC
CITY OF ALBEMARLE
JAN 3rd, 2013
REVISED: JAN 2017

KEY PERSONNEL CONTACT NUMBERS
CONTACT/TITLE TELEPHONE
Bryan Hinson work 704-961-6149
Collection ORC cell 704-985-2167
Christopher Palmer wort; 704-961-6158
Back- Up ORC cell 704-438-2086
ETC
APD if needed for traffic control office 704-984-9501

t PURPOSE:
This plan is to be implemented in the event of a Sanitary Sewer Overflow,(SSO)
or spill within the Collection System. The plan was developed to insure the key personnel
response to every spill event within sixty(60)minutes of a reported event.
INITIAL RESPONSE:
Spills reported to or detected by collection system personnel require immediate
attention. The Collection System ORC or his appointed Back-up Operator will make the
preliminary assessment of the spill within 30 minutes after receiving report. That
assessment includes visiting the spill site.The ORC or Back-up will determine the
appropriate response and request assistance e from key personnel a
s necessary.ary
The
attached call back list will be maintained current and be ranked according to essential
response including,i.e. equipment operators,system personnel.
Key personnel will,upon assessing the site,continue to document the event and
determine the severity,magnitude, and potential environmental impact. Every effort
should be made to minimize the spill event consistent with the containment and source
control section of this plan. The safety of the response dent should in no way be
compromised.
Key personnel should implement recovery actions to eliminate the cause of
obstruction and/or system failure as outlined in this plan.
POST SPILL RESPONSE, (REPORTING):
After containment is achieved,the Division of Water Quality, (DWQ)must be
contacted as soon as possible but,in no case later than 24 hours after initial detection if;
1) The spill has reached surface waters,"Waters of the State"or
2) The spill exceeds one thousand gallons, (1,000 gals.)
Every small spill must be logged on site including time,date, approximate
volume,name of respondent.
Spills that are fully contained and removed quickly and are less than one thousand
gallons are not required to be reported to DWQ.However,a full spill report form will be
filled out and kept on file.

RESPONSE SUPPLIES
SUPPLY LOCATION VENDOR PHONE#
Lime Tool Room
Straw Equipment Shed Herlocker Farms
704-791-1984
SPILL OCCURRING ON:
MAJOR INTERCEPTOR RIGHT OF WAY
1. Put up warning tape"DO NOT ENTER"around
SSO site to restrict access.
2. In open areas lime, remove debris and lime site •
rotor-till if needed. Re-seed and mulch with
straw.
3. In areas were there is under growth and small
trees,flush area with potable water until no
waste remains. Wait twelve to twenty four hours
then lime the area.Be certain that lime does not
flush to receiving stream.
NOTE: DO NOT LIME IF RAIN IS FORECASTED.
IN CITIZEN'S YARD
1. Till entire area if possible. Apply lime and follow •
with seed and straw.
2. If waste/debris not visible apply lime and 2
inches of top soil and mix thoroughly.Apply lime
lightly,seed and mulch.

ON ASPHALT OR CONCRETE
1. Set up containment at or near the storm drainage
system. Do not let the spill enter the storm drain
system.
2. Put up Black or Red "DO NOT ENTER"tape
around the SSO area.
3. Spread lime on spillage and sand or other material
to a depth of one inch.Let this material absorb for
one hour,then sweep up.Dispose of debris
appropriately.If spill is still evident repeat
application.
4. After removing the contaminated material,wash
down area with high pressure water and bleach.
5. Pump clean up materials and wash water into
sanitary sewer.
IN A CREEK OR STREAM
1. Take conductivity readings of the creek upstream and _
downstream to determine were temporary dam should be
placed. •
i 2. The dam should be constructed near a manhole which is
accessible to the jet rodder and vacuum truck.
3. Dam should be placed below the spill as indicated by low
conductivity reading.
4. Construct a dam sized to contain the flow of water plus any
flush water added during clean up.
5. Station to pumps at clean up site,one to use one for back-
up.
6. Have a back hoe at the site for dam repairs as needed.
7. Wash down all rip rap in stream bed until no residue is
evident.
8. Put up warning tap "DANGER DO NOT ENTER".
At spill site and 400 feet down stream.
9. Pull stream samples for fecal coliform.Upstream and
Downstream.
10.Repeat sampling until normal,background counts 500
cts/100 ml.
11.If settled sludge evident sweep bottom until clean.
12.If creek or stream is recreational water notify the affected
community and local officials as soon as the problem is
discovered.

KEY SYSTEMS PERSONNEL
WATER AND SEWER TELEPHONE #
Back-hoe operators Brandon Rick 704-322-9479
Derrick Thomas 704-438-2781
Joel Thompson 704-581-1211
Justin Cook 704-785-4423
Jet truck operators Dave Lilly 704-956-7093
Tim Poole 980-581-6206
Keo Co:netj.k 7011 WE- 204vi
NOTE: For power outage or failure at lift stations contact COA electric on call
WWTP Brandon Plyi+ r 704-438-5973
Plants Div Superintendent Shaun Whitley 980-258-4845

I .
PUMP STATION (PS) MASTER LISTING
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PS# , Alarm Systeins REMARKS
PS Name/Identifier LocationlAddress Latitude Longitude
Audible Visible Telemetry I SCADA
_
Hwy 24/27 West 28962 Hwy 24/27 yes yes yes I no
Level Controls(floats,
2 Date of Last Pump ., pump#1 ,Pump#2 Pump#3 Pump#4 Wacker pull behind
Total Capacity (GPM) bubblers,
Down Test GPM - GPM GPM GPM
transducers) gen set at warehouse
- _
02/06/2014 540 132 123.2 FloatS
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PS# st
yens REMARKS
Alarm Si
PS Name/Identifier Location/Address Latitude Longitude' —
Audible Visible TeleMetry I SCADA
Hwy 73 PS 1201 Concord rd yes yes yes I no
Level Controls(floats, Cat generator on site
4 Date of Last Pump Pump#1 , Pump#2 Pump#3 Pump#4
Total Capacity(GPM) ,bubblers,
Down Test GPM GPM GPM GPM
transducers)
10/2017 453.2 79.2 88 Floats' _
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PS#
teins
PS Name/Identifier LocationlAddress Latitude ,Longitude Alarm Sys
Audible Visible Teleinetry SCADA REMARKS
24/27/73 East PS 42812 NC 24/27/73 . yes yes yes I no
#3
#2
Date of Last Pump
_ LevellControls(floats, Generac generator on
Pump Pump Pump#4
Total Capacity(GPM) Pump#1 I bubblers,
- Down Test GPM GPM GPM GPM
trl ansducers) site
02/06/2014 460.3 211.2 211.2 Float
_
1
Page 1 of 2 Pump Station (PS)Master Listing I Date Last Updated:4/4/2016