WQ0040533_Other_20200103

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
City of Rockingham, NC
PERMIT #:
WQ0040533
i PROJECT:
Roberdel Pump Station
ISSUE DATE:
December 20, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a mannerthat documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, a Professional Engineer below has provided applicable
design/construction Information to the Per itte , t rmittee is prepared to operate & maintain
the wastewater collection system pennitt he i or portio s thereof.
Monty R. Crump, City Manager_
Printed Name, Title
ENGINEER'S CERTIFICATION
I fl 3 j
Date
I, Guy E. Slagle, Jr., PE as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (® perlodically, ❑ weekly, El full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction:
such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
X❑ Final ❑ Partial (Include description)
Certification Comments/Qualifiers (attach If necessary):
NC DWR—Water Quality Regional Operations Section 225 Green St., Suite 714, Fayetteville, NC 28301
Fayetteville Regional Office Phone: [phone] FAH: (910)-466-0707

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sew rs, per PA NNCACC002T.0116,
Certifying Engineer: Guy E. Slagle, Jr., PE /
Certification Review Date:
Project Name: Roberdel Pump Station
WQ00 40533 Project County: Richmond
1) Has permittee information changed since the permit was Issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ❑x Yes ❑ No
3) Final Engineering certification? Q Yes ❑ No
If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: 0 Yes ❑ No ❑ N/A
• Three feet minimum coverhas been provided for all sewers unless ferrous pipe was Installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-Inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greaterthan 425 feet; minimum diametershall be 4 feet (48-Inches).
5) Adequate information related to pump stations: 0 Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: E Yes ❑ No ❑ N/A
• 15A NCAC 02T Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b)priorto certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, eithervia a special condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T.0402(2))? Q Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10%or greater, change inflow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? ❑ Yes x❑ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR—Water Quality Regional Operations Section 225 Green St., Suite 714, Fayetteville, NC 28301
Fayetteville Regional office Phone: [phone] FAX: [phone]

DAVIS & FLOYD
SINCE 1954
December 31, 2019
Mr. Trent Allen, Regional Supervisor
NCDENR — Division of Water Resources
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-0594
via e-mail and Federal Express
RECEIVED
DEQ/ @f'✓
JAN 0 b r'B'.J
Re: Fast Track Sewer Engineering Certification — Final Completion
Roberdel PS Replacement, FM & Sewer Improvements — DENR Permit #WQ0040533 WORO's9
City of Rockingham, North Carolina FAQ -I trp
D&F Project No. 040000.06 ni- A+nr.
Dear Mr. Allen:
The above referenced project has been completed in substantial compliance with the above referenced project
and we are therefore requesting operational approval for this project. Once the approval to place the new pump
station in operation is received, the City plans to abandon and close out the existing Roberdel pump station.
Please find enclosed the enclosed documents for your review and approval:
1. Fast Track Sewer Engineering Certification signed by the City Manager and the Engineer
2. Engineer's Certification Checklist
3. Force Main Pressure Test Report
4. Low Pressure Air Testing for Gravity Lines
5. Mandrel Test Records on PVC Gravity Lines
6. Vacuum Tests for Manholes Ai, A2 & B
7. Pump Station Startup Report — Davis & F1oydPump Station Startup Report — EBARA
8. Generac Standby Generator Report
9. Original engineering calculations
lo. One (1) Set of As -built drawings
Please advise if you should need additional information to support this approval request.
If you should have any questions, please feel free to contact us.
Sincerely,
Davis & Floyd, Inc.
( ds
E. Reynolds, PE
Project Manager
Enclosures as Noted:
Copies to: Larry Cobler, City of Rockingham with enclosures
7F1 Ii. Fr.; us alir.a. Hui to 2:1, BTC-105, Florenne, SC 29506
o. (848) 019-I05O :. (8.10) Cc4.2881
WWW.OAMFLOYO.00M

Force Main Pressure Test Deport DAVIS & F L OY➢)
rr�� SINCE 1954
rM
Project: City of Rockingham -RoberdalPS, &sewerimp. Date: 14^fib~2 t
DHEC Permit #: WC10040533 Test Duration: 2 hours
SD Representative:
Contractor: Tei ry's Plumbing & utilities, Inc.
Contractor Representative:
Engineering Firm: Davis & Floyd, Inc.
Engineering Firm Representative:
Allowable leakage calculations based on American Water Works Association (AWWA):
L= 0,000007 x Sx DxVP Where: L = Allowable Leakage (gph)
S = Length of Pipe Tested (ft)
D = Nominal Diameter of Pipe (in)
P = Average Test Pressure (psig)
Allowable
Time Pressure Diameter (in) Length (ft) Leakage (gph)
Start /t9;a5 101 PSI 3 ed
End a3 161 PSI
1-Hour Total Allowable Leakage, L1=
2-Hour Total Allowable Leakage, LZ = gal
Actual Leakage= gal
NPassed ❑ Failed

Test Duration: 2 hours
Force Main Pressure Test Report DAV I S & FLOYD
SINCE 1054
Project: City of Rockingham-RobaMelPS, FM&Sewer Imp. Date: 113-25-261a
DHEC Permit #: WQ0040533
SD Representative:
Contractor: Terry's Plumbing & Utilities, Inc.
Contractor Representative:
Engineering Firm: Davis & Floyd, Inc.
Engineering Firm Representative:
Allowable leakage calculations based on American Water Works Association (AWWA):
L = 0.000007 x Sx DxVP Where: L = Allowable Leakage (gph)
S = Length of Pipe Tested (ft)
D = Nominal Diameter of Pipe (in)
P = Average Test Pressure (psig)
Allowable
Time Pressure Diameter (in) Length (ft) Leakage (gph)
Startjd,ydA,A Its -PSI yri /01)
Endj2:95f,,w 11,PSI
1-Hour Total Allowable Leakage, L1= gal
2-Hour Total Allowable Leakage, LZ =
Actual Leakage =
[Passed ❑ Failed
T 4„ Frr� „s CA51.sc- F.,Z ca or v. 40"'W-r en R@ PIACe"" .Sl.

Force Main Pressure Test Report DAVIS & FL OYD
SINCE 1954
Project: Tv ofRoddngbam-Robordal PS, FM&Sewer Imp. Date: _ /D.-2-5-' gt7-
DHECPermit#: W40040533
SD Representative:
contractor: Terry's Plumbing & Utilities, Inc.
Contractor Representative:
Engineering Firm: Davis & Floyd, Inc.
n.l I
Engineering Firm Representative:
Test Duration: 2 hours
Allowable leakage calculations based on American Water Works Association (AW WA):
L=0.000007xSxDx-P Where: L = Allowable Leakage (gph)
S = Length of Pipe Tested (ft)
D = Nominal Diameter of Pipe (in)
P = Average Test Pressure (psig)
Allowable
Time Pressure Diameter (in) Length (ft) Leakage (gph)
Start�a;��A `/6- PSI �'"' 166
End l), 9v M )(SPSI
1-HourTotai Allowable Leakage, Li= gal
2-Hour Total Allowable Leakage, LZ = gal
Actual Leakage = gal
4 Passed ❑ Failed
i
TF�+ �Co¢c.nty i.cVC64,�D t-1 ISG Fvcz -Cmav- crc.>s8t,S4
2�-c�c..GrAf�C

Mandrel and Air Pressure Test Report IDAV I S & FLOYD
SINCf'1954
Project: city of Rockingham-RoberdelPS, Phh&Sewer Imp Date: 1�% _ olq
Contractor: Terry's Plumbing & Utilities, Inc. Inspector: Ricky Ingram, D&P
Tested Section: A --I to A vs
Diameter (in) Material Length (ft) Time Pressure
8 4-T P c, 4+ ,;� Start /0.''I 3 A,pi PSI
End /0,
Mandrel Test: ❑Passed El Failed Air Test:
Tested Section: h" � to
V'q Psi
❑ Failed
Diameter (in) Material Length (ft) Time Pressure
& IPVC /Y% Start 911©q.Am .3,5-PSI
End
Mandrel Test: ❑Passed ❑Failed Air Test:
'©BA,vw 3,5 PSI
'Passed ❑ Failed
Tested Section: to
Diameter (in) Material Length (ft) Time Pressure
Start PSI
End PSI
Mandrel Test: []Passed ❑ Failed Air Test: ❑ Passed ❑ Failed
Tested Section: to
Diameter (in) Material Length (ft) Time Pressure
Start PSI
End PSI
Mandrel Test: ❑ Passed ❑ Failed Air Test: ❑ Passed ❑ Failed

Mandrel and Air Pressure Test -Report
Project: cityof Rockingham-Roberdel PS,FM &Sewerimp
Contractor: Terms Plumbing & UtilRles, Inc.
DAVIS & FLOYD
Date: /6-,2s " 20/1
Inspector: Rickyingram,D&F
SINCE 1954
Tested Section: to
Diameter (in) Material Length (ft) Time Pressure
at � V C ' LI ,2 Start PSI
Mandrel Tes Passed ❑ Failed Air Test: ❑ Passed ❑ Failed
Tested Section: to
Diameter (in) Material Length (ft) Time Pressure
Start PSI
PSI
Mandrel Test: ❑ Passed ❑ Failed Air Test: ❑ Passed
Tested Section: to
Diameter (in) Material Length (ft) Time Pressure
Start PSI
End PSI
Mandrel Test: ❑ Passed ❑ Failed Air Test: ❑ Passed ❑ Failed
Tested Section:
to
Diameter (in) Material Length (ft) Time Pressure
Start PSI
End PSI
Mandrel Test: ❑ Passed ❑ Failed Air Test: ❑ Passed ❑ Failed

SINCE 1954
Manhole Vacuum Test Form
Project City of Rockingham-Roberdel P5, FM & Sewer Imp.
Date 16 . / - 2
o r,1
Nicholson Road
- Roberdel Community tv
Inspector Ricky Ingram,
Davis &Floyd, Inc.
Contractor Terry's Plumbing & Utilities, Inc.
Weather C� G' I r
Temp.
MANHOLE INI+ORMATION
Manhole Station A -
Manhole Diameter
�i
feet
Manhole Depth
/ d
feet
Minimum Test Time
seconds (see table)
TEST RESULTS
Test Starting Time
19.
M
Gauge Reading
/ 0
(in.Hg)
Test Ending Time-�
I
Gauge Reading
/©
(in. Hg)
Final Result I e, s r
Minimum
Test Time for Various
Manhole Diameters (Seconds)
------------------------------------------------------------------------------------------------------------------
(from ASTM C1244)
Manhole Depth
Manhole Diameter (ft)
(ft)
4.0
45
50
55
60
Time (seconds)
8
20
23
26
29
33
10
25
29
33
36
41
12
30
35
39
43
49
14
35
41
46
51
57
16
40
46
52
58
67
18
45
52
59
65
73
20
50
53
65
72
81
22
55
64
72
79
89
24
59
64
78
87
97
26
64
75
85
94
105
28
69
81
91
101
113

SINCE 1954
Manhole Vacuum Test Form
Project City of Rockingham-Roberdel PS, FM & Sewer Imp.
Date I d - 2 5- -
2019
Location Nicholson Road - Roberdel Community
Inspector Ricky Ingram, Davis & Floyd, Inc.
Contractor Tem S Plumbing & utilities, Inc.Weather
/� �l
Temp.•) O C)
MANHOLE INFORMATION
Manhole Station --A - I
Manhole Diameter L1 feet
Manhole Depth 2 1 , feet
Minimum Test Time 5' S seconds (see table)
TEST RESULTS
q
Test Starting Time 0 5. PA I
Gauge Reading _ / d
(in.Hg)
Test Ending Time cl J o v A, AA
Gauge Reading q , S (in. Hg)
Final Result al 1
Minimum Test Time for Various Manhole Diameters (Seconds)
(from ASTM C1244)
-------------------------------------------------------------------------------------------------------------------
Manhole Depth Manhole Diameter (ft)
(ft) 4.0 4.5
5.0
5.5
6.0
Time (seconds)
8 20 23
26
29
33
10 25 29
33
36
41
12 30 35
39
43
49
14 35 41
46
51
57
16 40 46
52
58
67
18 45 52
59
65
73
20 50 53
65
72
81
22 55 64
72
79
89
24 59 64
78
87
97
26 64 75
85
94
105
28 69 81
91
101
113

DAVIS & FLOYD
SINCE 1954
Manhole Vacuum Test Form
Project 12o4xerr� ( PS Date L 2 - 20— t")
Location �1�c4�.1s c2d. 2oGti4ttGham,1SG Inspector J• rtAa6S -p?F
Contractor i�uru i Pt r� er P. C L,�d v Temp. ; e
A1192nSrntkL1,&;IrAl 00 N%0.
MANHOLE INFORMATION
Manhole Station
Manhole Diameter -F feet
Manhole Depth 5.4-1 feet
Minimum Test Time seconds (see t�dsle) See SPac S¢� nod 025GS,
TEST RESULTS
Vir zt-4
Test Starting Time 3.1"A f n *%D rrn
Test Ending Time *4NS ra: 1 .rn
Final Result %t 21hy
lyf ZnA
Gauge Reading to �0 (in.Hg)
Gauge Reading (in. Hg)
Minimum Test Time for Various Manhole Diameters (Seconds)
(from ASTM C1244)
8
20
23
26
29
33
10
2
29
36
41
12
30
35
39
43
49
14
35
41
46
51
57
16
40
6
58
67
18
45
52
59
65
73
20
50
53
65
81
22
5
64
72
79
89
24
59
64
78
87
97
26
64
75
85
94
5
28
69
81
91
101
113

t
: tE ;
_
«
,lam=s!
\

Customer Terry's Plumbing Pump Performance Datasheet
EBQRQ
parr r�
Reference RoeberdelPS
EbaraQuotation System 19.0.2
Rockingham NC
12-4-19 Start Up
_
Results - Pump 1
Item number
: 001
Product Description : 100DLMKFU618
Service' -
Stages 1
Quantity
1
Based o6 curve number DLMK-C612-9203
Quote number
p
Date last saved : 18 Mar 2019 12:49 PM
Operating Conditions
Liquid
Flow, rated
150.0 USgpm
Liquid type
: Water
Head, rated (requested)
: 131.0 it
Additional liquid description
Head, rated (actual)
: 131.5 it
Solids diameter, max
: 0.00 in
Suction pressure, rated / max
: 0.00 / 0.00 psi.g
Solids concentration, by volume
: 0.00 %
NPSH available
: Ample
Temperature
: 68.00 deg F
Frequency
: 60 Hz
Fluid density
: 1.000 / 1.000 SG
Performance
Viscosity
: 1.00 cP
Speed
: 1765 rpm
Vapor pressure, rated
: 0.00 psi.a
Impeller dia.
:12.09 in
Material
Impeller diameter, maximum
: 12.09 in
Material selected
: Standard
Impeller diameter, minimum
: 11.06 in
Pressure Data
Efficiency
: 30.80 %
Maximum working pressure
: 61.63 psi.g
NPSH required / margin required
: -/ 0.00 It
Maximum allowable working pressure
: N/A
Ns (imp. eye flow) / Nss (imp. eye flow)
: 1,620 / - US Units
Maximum allowable suction pressure
: N/A
MCSF
: 110.0 USgpm
Hydrostatic test pressure
: N/A
Head max.
: 142.4 it
Driver & Power Data
(@Max density)
Head rise to shutoff
: 8.28 %
Driver sizing specification
: Rated power
Flow, best eff. point
: 698.0 USgpm
Margin over specification
: 0,00 %
Flow ratio, rated / BEP
: 21.49 %
Service factor
: 1.15 (Fixed)
Diameter ratio (rated / max)
: 100.00 %
Power, hydraulic
: 4.98 hp
Head ratio (rated dia / max dia)
: 100.00 %
Power, rated
: 16.17 hp
Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010]
: 1.00 / 1.00 / 1.00 / 1.00
Power, maximum
: 25.14 hp
Selection status
: Acceptable
Motor rating
: 25.00 hp / 18.64 kW (Fixed)
32
L 24
ower
16
3
0 6
o
Pump 1 Test
-
°
188.2 gpm @
200
135.6 ft head
100
-MCSF
180
90
160
80
140
70
0
120
rticiency
so
.D
@ 100
U
50 dui
11. 0 66 in
= 80
40 U
W
so
39
40
20
20
10
0
6
1,000 1,100
0 160
260
300
400
500
600
700
800
900
Flow - USgpm
INTERSTATE UTILITY SALES INC Pumps Americas Corporation Page 5
P.O. BOX 473400, CHARLOTTE, NC 28247 USA
Tel: [phone] Fax: [phone] lusinc.com

Customer Terry's Plumbing Pump Performance Datasheet
EBQR j� Reference Roeberdel PS Ebara Quotation System 19.0.2
s.ar� r� RockingbamNC 12-4-19 Start Up
Results - Pum 2
p
Item number
: 001
Product Description
10ODLMKFU618
Service ."
Stages
1
Quantity '.
1
.Based on curve number
: DLMK-C612 9203
Quote number
Date last saved
: 18 Mar 2019 12:49.PM
Operating Conditions
Liquid
Flow, rated
: 150.0 USgpm
Liquid type
Water
Head, rated (requested)
: 131.0 it
Additional liquid description
Head, rated (actual)
: 131.5 it
Solids diameter, max
: 0.00 in
Suction pressure, rated / max
: 0.00 10.00 psi.g
Solids concentration, by volume
: 0.00 %
NPSH available
: Ample
Temperature
: 68.00 deg F
Frequency
: 60 Hz
Fluid density
: 1.000 11.000 SG
Performance
Viscosity
: 1.00 cP
Speed
- 1765 rpm
Vapor pressure, rated
: 0.00 psi.a
Impeller dia.
: 12.09 in
Material
Impeller diameter, maximum
: 12.09 in
Material selected
:Standard
Impeller diameter, minimum
: 11.06 in
Efficiency
: 30.80 %
NPSH required / margin required
: - / 0.00 ft
Ns (imp. eye flow) / Nss (imp. eye flow)
: 1,620 / - US Units
MCSF
: 110.0 USgpm
Head max.
: 142.4 ft
Head rise to shutoff
: 8.28 %
Flow, best eff. point
: 698.0 USgpm
Flow ratio, rated / BEP
: 21.49 %
Diameter ratio (rated / max)
: 100.00 %
Head ratio (rated dia / max dia)
: 100.00 %
Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010]
: 1.00 11.00 / 1.00 / 1.00
Selection status
: Acceptable
32
L
24
16
3
O 8
a
L
"O
2
Pressure Data
Maximum working pressure
: 61.63 psi.g
Maximum allowable working pressure
: N/A
Maximum allowable suction pressure
: N/A
Hydrostatic test pressure
: N/A
Driver & Power Data (@Max density)
Driver sizing specification
: Rated power
Margin over specification
:0.00%
Service factor
: 1.15 (Fixed)
Power, hydraulic
: 4.98 hp
Power, rated
: 16.17 hp
Power, maximum
: 25.14 hp
Motor retire
25.00 hp / 18.64 kW
0
20 10
0 0
6 100 260 300 460 500 600 700 800 900 1,000 1,100
Flow - USgpm
INTERSTATE UTILITY SALES INC Pumps Americas Corporation Page 5
P.O. BOX 473400, CHARLOTTE, NC 28247 USA
Tel: [phone] Fax: [phone] iusinc.com

REGISTER Nowl
Protect Your Mission Critical Power System, Register Today and Receive
Information About Extended Protection with ASI Mission Critical Care.
On -Site Equipment Owner to complete I P.duct5erielNumber 1891999 re Pradua1
all the information below
First Name Initial Date of Installation
Last Name
Title
Company Name
Street Address 1
Street Address 2
City
Country
Phone
Email
city rockingham
roberdel ps
111 nicholson rd
rockingham nc
28379
12-9-19
ASC® SERVICES
1.Alternate Power Source.[] Utility ® Engine Generator, if Engine Generator. please indicate manufacturerl generac
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❑Manufacturing []Transportation []Industrial ❑Entertainment Switch(s) are installed at this location?
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surge protector is smoked, has been removed from service at this time

GENERAC
A0000347249 rev B
Generac Auto -Fill Start-up Form
Packet Without Loadbank Report
Part No. A0000347249 rev. B / Printed in USA 10/17/19 9)2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Start -Up Inspection For
Generac Power Systems Industrial Product
GE N E RAC
Page 1 of 8
Dealer Information
Technician Information
Dealership Name
Name
national power corp
j nance
Account#
Tech ID #
1000152
458850
Address
Phone #
4541 preslyn dr
919-790-1672
city State Zip
E-mail Address
raleigh nc 27616
[e-mail]
Phone #
Tech Signature
919-790-1672
j nance
Owner Information
Installing Contractor Information
Company Name
city of rockingham
Company Name
Name and Title of Individual Responsible for Equipment
Project Manager/Site Supervisor
E-mail Address
E-mail Address
Address
111 nicholson rd
Address
City State Zip
rockingham nc 28379
city State Zip
Phone #
Phone #
Site Information
Site/Store #
Site Name
Utility Voltage
roberdel ps
480 high leg
Address
Size of Utility Disconnect
111 nicholson rd
City
State
Zip
External Components
rockingham
nc
28379
(Transformers, UPS, Load Factor Correction, etc.)
Yes []No If Yes, please list components:
GPS Latitude GPS Longitude
34.97103
-79.74522
Application
EIMPS
0 Prime Power
Stand Alone
Date of Start-up
12-9-19
Part No. 067377 rev. L / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Spec! !cations are subject to change without notice

Page 2 of 8
GENERATOR INFORMATION
Generator Model #
sd60
Hour Meter
1
Generator Serial #
3004612346
Number of Phases
3 Phase
kW Rating
60
Engine Serial #
01621905
Fuel Type
Diesel
Alternator Serial #
na
Voltage
277/480
Inspect for the following:
0 No freight damage (components tight, straight, etc.)
Reminder: Freight damage is the responsibility of the shipper and
should have been noted on delivery.
❑✓ Manuals present
0 Unit secured to pad.
0 Remove fuse(s) from generator control panel.
0 Proper belt alignment and tensions.
0 Governor rod/throttle movement and clearance.
0 Fluid levels (oil, coolant, battery(ies), governor, etc.).
❑ Connect a gas manometer to the inlet side (1/8" pipe plug) of the
secondary regulator for monitoring purposes.
0 Correct fuel and exhaust plumbing (see installation manual for
sizing/connections).
❑ Remove cable tie from rain cap.
0 Adequate air flow and ventilation.
0 Correct AC wire sizes and connections (verify with electrician).
❑ Correct DC and communication wire sizes and connections
(verify with electrician) (Routed separately from AC wires per
manufacturer recommendation).
0 Proper size battery(ies) per customer order.
0 Block heaters, battery charger, etc, properly matched with utility
supply voltage per customer order.
0 Verify electrical connections made at battery charger & block
heater.
0 Verify remote start Wires 0 & 183 are pulled and connected inside
lower control panel of generator and inside transfer switch.
❑ Verify communications wires (RS-485), and power wires (for RAP/
RRP) are pulled and terminated correctly inside control panel,
remote annunciator, and transfer switch.
WARNING: reversed polarity of DC power lines to
annunciator will cause damage to annunciator and/or engine
control panel... NOT WARRANTABLE!
0 Verify the AUTO/OFF/MANUAL switch is in "OFF" position.
0 Connect battery(ies) - positive cable first, then negative.
0 Re-insert the generator control panel fuse(s).
0 Using Genlink-DCP & RS232 download XML file and save to your
computer.
0 Grounding rod installed.
0 Close the AC circuit breaker to block heater and battery charger.
0 Block heater is operational (feel heater discharge hose for heat,
and listen).
0 Battery charger is operational (refer to WIB06-8-S)
0 Visually inspect entire area looking for loose papers, plastic
wrappings, leaves, anything that may blow around and get caught
in radiator or alternator and remove them.
0 Verify all AC electrical connections are tight at the circuit breaker
and transfer switch.
❑✓ Battery charge DC voltage present. 13.8 VDC
0 Battery charge DC amperage present. 4.1 Amps
❑ Inspect louvers; check mechanical linkages, verify proper
operation (open/close manually). Ensure properly wired to engine
run relay to ensure louvers open when unit starts.
0 Check all hoses, clamps, fittings for leaks or damage.
0 Check all electrical connections on the generator; wiring, wire ties,
clamps, terminal ends, connectors; tighten or repair as necessary.
0 Check all electrical plugs throughout the generator. Ensure each
plug is seated correctly and fully inserted into its receptacle.
❑ MPS System: Verify panel type in Genlink-DCP under "Regulator
Settings Configuration menu' (i.e. PM -PC, PM -GC, PM -SC, etc.)
Enable Manual Backup Mode.
❑ MPS System: PLS Installed? 117-1 Yes No
If YES, Enable Automatic with PLS Backup Mode.
PREPARATION FOR START-UP
0 Using Genlink-DCP save the units configuration (.xml) file.
❑ Inside the transfer switch set the maintenance disconnect switch
to "MANUAL" position.
0 Bleed the fuel system of air (prime diesel system).
0 Open the generator's main line circuit breaker.
❑ Gaseous Unit: Record the inlet static gas pressure at the
secondary regulator with a manometer. Invert Digital Output
Channel 2 (Run Circuit) through the operators interface.
Gaseous Static fuel pressure:
na Inches W.C./PSI
Part No. 067377 rev. L / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 3 of 8
Overcrank Check:
0 Test the overcrank circuit.
Gaseous Units: Disable both the run and cold start fuel system.
Disconnect the run circuit (wire 141219) at the fuel solenoids;
disconnect the crank circuit (wire 56) at the cold start fuel
solenoid.
Diesel Units:
Non-CANbus Units - Disconnect the Governor driver (in the
connection box).
CANbus Units — Disconnect both the Cam and Crank sensors
(disconnect the plugs).
With the fuel system disabled, place the AUTO/OFF/MANUAL
switch in the "AUTO" mode. Close the 2-wire start circuit (Wires
0 (178) and 183) at the transfer switch connections to make the
unit complete its full crank/rest cycle and latch out on a "Shutdown
Overcrank" condition.
Number of crank cycles completed 3
RUNNING CHECKS
❑ Cranking fuel pressure na Inches W.C./PSI
❑. Running WITHOUT load fuel pressure:
na Inches W.C./PSI
0 Check DC alternator output Volts:
0 Record Actual No-load HZ:
it
14.6
Amps: nm
0 Calibrate Generator AC output voltage.
No-load voltage before calibration:
Actual (meter) A-B (A/N) 480 B-C (B/N) 480 GA(A/B) 480
Display A-B (A/N) 480 B-C (BIN) 480 C-A(A/B) 480
No-load voltage after calibration:
Actual (meter) A-B (A/N) na B-C (B/N) na GA(A/B) na
Display A-B(A/N) na B-C (B/N) na C-A(A/B) na
0 Test ALL automatic shutdowns (low oil pressure, low coolant level,
high coolant temperature, and overspeed).
0 Engine coolant temperature (hot running): 175 degrees
❑✓ Engine oil pressure (hot running): 71 PSI
✓❑ Check for coolant, fuel, oil, and exhaust leaks and open louvers.
Complete the following:
Current Calibration is required on MPS units to ensure
accurate load sharing between units on the common bus. On
Industrial standalone units it is highly recommended to ensure
accurate kW and kW Hour readings. It is desirable to calibrate
the current in the 25% to 75% load range of each unit. This can
be accomplished by using the customer/building load and/or
load banks as needed.
❑✓ Close the generator's main line circuit breaker.
❑✓ Check for proper voltage and phase rotation at (each) transfer
switch.
0 Load Generator against Load Bank and/or building load.
0 Calibrate Current Channels at 25% to 75% load.
Current readings before calibration:
Actual (meter) A 64 B 64 C 64
Display A 64 B 64 64 C
Current readings after calibration:
na na na
Actual (meter) A B C
Display Ana B na na C
MPS Units:
❑ Calibrate Bus voltage.
Bus voltage before calibration:
Actual (meter) A-B na _B-Cna —C
A na
Display A-B na B-Cna C A na
Bus voltage after calibration:
Actual (meter) A-B na B-C na C A na
Display A-B na B-C na C A na
Run Unit against Load Bank and/or customer load to 25% to 75% load.
Record load voltage.
A-B (A/N) na B-C (B/N) na C A(A/B) na
na
Target voltage: _
Part No. 067377 rev. L / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 4 of 8
Record Load Current (amperage):
A na B na C na
Unit Rated Current- na kVA na P.F.
❑ Record kW in display: na kW
❑ Record kVA in display: na kVA
❑ Record WAR in display: na WAR
n na Power Factor against Load Bank
and/or customer load: na
❑ Loaded frequency: na
❑ Loaded Engine RPM: na
Hz
22UT
Note: Record the fuel pressure at the greatest available load
(up to the rating on the unit). Load can be provided by a load
bank and/or customer load. The intent here is to verify that
the fuel supply piping will provide adequate fuel flow at full _
rated load. If the fuel pressure drops below the minimum
allowed for the unit then the fuel system will need to be
checked against the requirements for the unit.
❑ Gaseous or Bi-fuel Units: Record fuel pressure at Regulator inlet:
Load (kW): na
na Inches W.C./PSI
If the unit requires adjustment to the PIDs for either Governor or Volt-
age record the changes here.
Governor P.I.D. settings prior to adjustment:
KP na KI na KD na
Governor P.I.D. settings after adjustment:
KP na KI na KD na
AVR P.I.D. settings prior to adjustment:
KP na KI na KD na
AVR P.I.D. settings after adjustment:
KP na KI ne KD na
MPS Units Synchronizing P.I.D. Settings Before adjustment
Kip na KI na KD na GAIN na
MPS Units Synchronizing P.I.D. Settings After adjustment
Kip na KI na KD na GAIN na
Other Configuration Settings
Regulator Settings:
AVR Dump Improve
❑Yes ❑ No
Governor Settings:
Dump Enable
❑ No Dump
Dump
n Dump and Hold
❑ De -synch offset: na
Hz
❑ Using Genlink-DCP & RS232, use the reports menu and save the
following files:
Alarm Log; Event Log, Configuration Settings
❑ Using Genlink-DCP save the units configuration (.xml) file.
Part No. 067377 rev. L / Printed in USA 08/23/19 02019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 5 of 8
Transfer Switch Information
LTA57@ M 10
Serial #:
Complete the following:
Q With both sources disconnected, manually transfer the switch a
number of times to each position: check for smooth, non -binding
operation.
0 Check for proper voltage and phase rotation in transfer switch.
Voltage:
A-B (A/N) 497(246) B-C (BIN) 501(434) C-A (A/B) 493(246)
Load amperage:
A 0 B 0
Phase rotation:
Generator: Cw
Utility: meter will not read
C 0
GTS/CTTS type Transfer Switches:
❑ Check for proper dip switch settings in transfer switch.
❑ Check the 2-wire start connection.
❑ Set all timers and sensors and record below.
❑ Set the Exercise Time/Day — record below.
❑ Calibrate Utility Voltage Sensing Board.
HTS/NITS Transfer Switches:
❑ Check communication wire (RS485) and/or 2-wire start.
Note: Verify the RS485 and/or 2-wire start wires are run in
separate conduit.
485 Communication NO Parity TWO Stop Bits
Control Panel — MASTER — Baudrate
Switch — Baudrate
Slave Address
❑ MPS System MTS Switch(es) — ensure 120Vac Power from
service panel to switch.
❑ Using Genlink set all timers, sensors, etc.
TRANSFER SWITCH TIMER & SENSOR SETTINGS
Voltage Pickup (UVB):
Voltage Dropout (UVB):
Line Interrupt Delay (UVB):
Engine Warm-up Time:
Eng. Minimum Run Time:
Return to Utility Delay Time:
Engine Cool -down Time:
Standby Voltage (GTS)
Load Accept Voltage (HTS):
Standby Frequency (GTS)
Load Accept Frequency (HTS):
Signal Before Transfer Time:
Time Delay Neutral Time:
Switch Voltage/Phase (HTS):
Allowable Deviation (HTS): +
Hysteresis
Exercise Day(s): mons
Time of Day: 9:OOam under load AM/PM
FUNCTIONAL TEST OF GENERATOR &
TRANSFER SWITCH SYSTEM
❑✓ Place the Generator and Transfer Switch in Auto
❑✓ Close the generator MLCB
❑✓ Open the Utility Disconnect
Time to start generator and
transfer to customer Load under 15 seconds
❑ Check control panel — record values against customer load
Customer Load:
27 kW na kVA WAR PF
Voltage against Customer Load:
A-B (A/N) 490 B-C (BIN) 490 C-A (A/B) 490
Current against Customer Load:
A 48 B 48 C 48
❑ Functional test of Generac supplied accessories (i.e. — remote
annunciator, remote relay panel, Genlink, modem, etc.)
Part No. Utl7377 rev. L / Printed in USA O8/23119 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 6 of 8
MPS System Controller Information
na
Model Number:
Serial Number: na
Inspect for the following; use the applicable/appropriate wiring
and schematic diagrams:
❑ Proper mounting of SC (NEMA 3R outdoors, NEMA 1 indoors).
❑ 120 VAC power source from service panel on emergency side of
supply to the SC and to any MTS switch(es).
❑ 24 VDC backup power (wire 220F) from two generators to SC
(and PLS if installed).
❑ Two -wire start connections between System Controller (SC) and
all transfer switches.
❑ Two -wire start between SC and Lead Generator IF NO PLS
Installed.
❑ Two -wire start between SC and all generators IF PLS IS installed.
❑ Load shed and permissive connections between applicable
transfer switches and SC, and SC and PLS if PLS installed.
❑ IRS 485 Communication wires from SC to Generators and MTS
switches.
NOTE: Ensure all communication wiring and other control wiring
is run in separate conduit from the AC power leads.
❑ Dedicated analog phone line run to SC:
Number na ) na - na
❑ All equipment must be grounded per NEC Article 250. Verify
ground lug within the SC.
Close AC circuit breaker to SC/Connect battery,
block heater and charger on the PM -PC.
Make sure that all generators in the system are already
configured for communication with the System Controller (see
the training guide).
❑ Ensure the light for the battery charger is on by toggling the
battery charger reset switch.
❑ Verify the SC touch screen displays the SC menu options.
❑ Touch the system status 'button" and record the Firmware
version.
na
Connect to the SC using Genlink-DCP and RS-232 serial cable
(P/N OF7707):
❑ Save the System Controller Configuration (.xml) file.
❑ Verify the System Controller Panel Type in the Regulator Settings
Configuration Menu; Enable Manual Backup Mode. If the system
has a PLS enable the Automatic with PLS backup mode.
❑ Configure the "Generators" in the System Controller; enter kW,
WAR (.75 times the kW), and verify the correct slave address for
each generator.
❑ Verify that each generator communicates with the SC.
❑ Program the SC for the proper system voltage in the "System
Settings" screen.
❑ Configure the "System" "Permissive" and "Load Shed" values.
Perform Generator and Bus Voltage and Current Calibration on
Each PM -PC
❑ Ensure all generators are in OFF
❑ Place System Controller Switch in MANUAL
❑ Calibrate each generator by placing its switch in AUTO. It should
start and close the parallel contactor to the bus. With your LOAD
BANK connected to the common bus you can now calibrate each
generators voltage, bus voltage and current channels.
❑ Check phase rotation at the generator bus and the transfer
switch(es); compare to the utility at each transfer switch.
❑ Repeat the previous steps for each generator.
❑ Complete necessary start-up forms on each PM -PC generator set.
❑ Complete necessary start-up forms for each MTS/GTS switch.
❑ Once all generators phasing is correct and all are calibrated, place
all in AUTO and turn the SC key -switch to MANUAL.
❑ Verify that all generators parallel to the bus and record the total
time to get all on the bus -
na seconds
❑ Record load shed and permissive settings.
Load Shed
Permissive (ATS)
Critical
na kW
Critical
na kW
Load 1
na kW
Load 1
na kW
Load 2
na kW
Load 2
na kW
[Load 3
na kW
I Load 3
na kW
❑ Program PLS controller with the same Generator, Load Shed,
Permissive, and transfer delay settings as the SC.
Part No. 067377 rev. L / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 7 of 8
OPERATIONAL SYSTEM TEST
With all generators in AUTO and the SC in AUTO, disconnect
Utility at each transfer switch. When all generators are paralleled
to the Bus and all switches have transferred, begin testing the
Load Sheds and Permissives by shutting down and re -starting
generators as needed.
Verify operation of PLS (per the study guide)
❑ Return utility to all switches and verify that all units cool down,
disconnect and shut down normally.
Using Genlink-DCP save the SC configuration (.xml) file
❑ Set up a system exercise using either one (1) transfer switch or
the SC -Command Configuration menu.
Recommended Items:
❑ verify operation of system RAP/RRP and/or individual unit RAP/
RRP.
PartNo. 067377 rev. - / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Page 8 of 8
Part No. 067377 rev. L / Printed in USA 08/23/19 ©2019 Generac Power Systems, Inc. All rights reserved. Specifications are subject to change without notice

Generac Global Enterprise Solutions Account (GES)
Acceptance Test Plan For
Date of Startup Acceptance Testing:12-9-19
Site/Install Generator Location
Generator Model: sd60
Serial Number: 3004612346
Site Name: roberdel ps
Site/Store Number:
Site Address: 111 nicholson rd
City: rockingham State: nc Zip: 28379
Generac Strategic National Accounts Program Dealer Information
GES Dealership Name: national power Corp
GES Dealership Account Number: 1000152
Technician Name:j nance
Technician Signature:j nance
Phone Number:919-790-1672
Load Bank Requirements
Retail Accounts — 2 Hour Building Load Test
Note: Record the following in 20 minute intervals - kW, amps, voltage, coolant temp, frequency, oil pressure.
Simulate power failure including operation of transfer switch, automatic starting cycle and automatic shutdown and return to normal.
Test alarm and shutdown by simulating conditions.
Menards — 2 Hour Load Bank
Whole Foods — 2 Hour Load Bank
Time Warner Cable — 4 Hour Load Bank
CVS Caremark-4 Hour Load Bank
Load Bank Requirements
AT&T
Exercise Times:
Remote Alarms Wired
Cell sites with an even FA code — Weekly Mondays 10:00 am Eastern Standard Time
2 Hour Load Bank
Cell sites with an odd FA code — Weekly Tuesdays 10:00 am Eastern Standard Time
Generator test run is to last 1 hour [60 minutes] inclusive or stabilizing on startup
Remote Alarms Programmed Alarm
and 5-minute cool down Automatic Transfer Switch is to be programmed to transfer
Provide AT&T OPS Acceptance form to AT&T
the building load to the generator during the testing period
Motorola — ATS Transfer Test 15 Minute Introduction to Control Panel
American Tower
ATC Guidelines
ATC Guidelines
Under Generac GenLink software setup,
Under GenLink HTS Setup, apply the correct HTS Current Transformer
set the High Fuel Alarm Point to 110% Yes ❑
ratio. The default is often 600:1 or 800:1.
The correct value is typically 300:1 Yes ❑
Set the exercise time to 11:00 AM Eastern Time
Make sure that the GenLink baud rate is left at 9600 baud. Yes ❑
on Wednesdays Yes❑
Under GenLink HTS Setup, uncheck all four HTSs where it says
Power up the Kentrox unit, and plug its serial cable back
"These switches will actuate on remote start" Yes ❑
onto the generator diagnostic port Yes ❑
KTX approval testing is completed and monitor website
Call Kentrox at 888-773-4122 opt. #3 and ask for American Tower tech
is receiving correct data. Yes ❑
support. They will walk through a few basic tests to confirm data and
operation. Yes ❑
Keys for Distribution Panel and ATS are placed in
All Warranty & Start-up Forms Complete (attached if needed) Yes ❑
lockbox and combo for lock is reset. Yes ❑
Part Number 10000003728 rev L 10/10/19

Load Bank Requirements
Verizon
These tests most be completed at final site and NOT at other facility
Dealer -Distributor's Tecchnician Observe
1 Hour Load Bank Test Completed at Final Site
(at generator's full rated load) Yes El NoIs
NSS installed by others on Generator Feed? Yes r3 No
Manufacturer's Start-up Tests Complete at Final Site
(attached if needed) Yes❑ No[]
Is NSS installed by others on Utility Feed? Yes No
All Warranty Start-up Forms Complete
(attached if needed) YesEl NorIs
SSD or NSS installed by others on Alarm Wiring? Yes No E]
Is SSD or NSS installed by others on 2-wire start? Yes No E
Verizon Wireless Required Factory Testing
VzWApproved generator manufacturer certifies that these tests have been completed at the factory
UL142 Listed Tank (diesels only)
Yes
VzWs Frame Temp Test per VzW Specification -
Completed at Factory
Yes
VzWs 2-Hour Stepped Test per VzW Specification -
Completed at Factory
Yes
Activation of Manufacturer's 5-year Extended Parts Labor Limited
Warranty
Yes
VzWs Fluid Temp Recording per VzW Specification -
Completed at Factory
Yes
Manufacturer's Standard Tests -
Completed at Factory
Yes
No signature required - These items are required per Verizon Wireless generator specifications
Initial each item upon satisfactory completion and acceptance
Generac Dealer Tech
Authorized Employee
Start-up Form Complete
(initials)
(initials)
Warranty Forms Complete
(initials)
(initials)
Transfer Switch Form Complete
(initials)
(initials)
- Hour Load Bank Complete
(initials)
(initials)
ATS Start-up Form ATC Complete (If Applicable)
(initials)
(initials)
ATS Start -Up Complete (If Applicable)
(initials)
(initials)
Per NFPA 110 (Ahold Account Only)
(initials)
(initials)
Second Site Training Visit Scheduled (If Applicable)
(initials)
(initials)
This form may be executed by facsimile signature or electronic signature and such signatures shall constitute an
original for all purposes.
Accepted by:.
Authorized Employee Name:
Authorized Signature:
Address:111 nicholson Ind
City: rockingham
State: nc zip: 28379
Phone:
Mobile:
Part Number 10000003728 rev L 10/10/19

GES/MSG Warranty Acknowledgment Form GENERAL'
2C, 3C, 5C, 7C, 10C Limited Warranty for Industrial Liquid -Cooled Standby Power Systems
NOTE: ALL UNITS MUST HAVE THE START-UP INSPECTION PERFORMED BY AN AUTHORIZED GENERAC SERVICING DEALER
Start-up Dealer# 1000152
Start-up Dealer Name national power Corp
Address 4541 preslyn dr
City raleigh
State nc
Zip 27616
Phone [phone]
Start-up performed by j nance
Type Of Warranty Registration (check one)
0 2C (0J4299) 0 3C (TBD) 0 5C (0J4301)
Genset Model Number sd60
Genset Serial Number 3004612346
Transfer Switch Model Number
Transfer Switch Serial Number
Owner Name
city of rockingham
Address
111 nicholson rd
City
rockingham
State
nc
Zip
28379
Phone
Start-up Date
12-9-19
0 7C (01-2350) 01OC (01-2381)
NOTE: Secondary transfer switches not covered under generator warranty. Must be purchased separately.
This form, a copy of the startup paperwork and the acceptance form must be returned to the Managed Services Group
(MSG) within ten (10) DAYS OF INITIAL START-UP. This warranty is for Generac Power Systems Industrial Products National
Accounts Division liquid -cooled units only.
TO THE CUSTOMER: This acknowledgment form is your certificate that the Liquid -Cooled Standby Generac Power Systems, Inc.
Model/Unit indicated is covered by the indicated applicable warranty. You are entitled to coverage against DEFECTS IN MATERIALS or
WORKMANSHIP in certain parts of the Liquid -Cooled Generator/Unit beyond the end of the standard published Generac Power Sys-
tems. Inc. Standby Warranty. Such protection is specified on the 2C (0J4299), 3C (TBD), 5C (OJ4301), 7C (01-2350), or 10C (012381)
Warranty Statement. I HEREBY CERTIFY I HAVE READ AND UNDERSTOOD THE PROVISIONS OF THE STANDARD PUBLISHED
STANDBY WARRANTY AND THE TERMS AND CONDITIONS OF THE APPLICABLE WARRANTY PROGRAM.
This form may be executed by facsimile signature or electronic signature and such signatures shall constitute an original
for all purposes.
Customer Signature
Date
TO THE DEALER: The start-up dealer is responsible for the completion and submittal of the applicable Warranty Acknowledgment
Form to the Generac Power Systems, Inc. MSG Department. Start-up dealer is also responsible for providing the customer (end -user)
their copy of this form and the terms and conditions of coverage.
This form may be executed by facsimile signature or electronic signature and such signatures shall constitute an original
for all purposes.
Dealer Signature national power carp
Date 12-9-18
GENERAL POWER SYSTEMS, INC. • P.O. BOX 8 - Waukesha, W, USA 53187 Part Number 10000043827 rev B 08/22/19
Ph: (888) GENERAC (436a722) • Fax: [phone]

National Power Corp.
4541 Preslyn Dr., Raleigh, NC 27616
Load Test Certification
Customer:
city rockingham
Tested By: J Nance Date:
12/9/2019
Order#
204091 Model#:
sd60 Serial#:
3004612346
Load Bank
y Resistive:
y Reactive: n Building Load:
n
Engine:
iveco Model#:
f4ge9455a Serial#:
1621905
Fuel:
d Governor:
a Cooling: w
RPM 1800
KW:
60 KVA: 75
P.F.: 0.8 Volts: 480
Frequency: 60
Phases:
3
Pre - Start Check List
Lube Oil Level :
x Exhaust Connect:
x
Unit Mounts: X
Water Level •
x Electrical Connect:
x
Battery Connect: x
Fuel Connect:
x Air Cooling Ducts :
x
Transfer Switch : x
Comments :
Time
Gen Amps
Gen Volts
KW
KVA
%Load
P.F.
Freq.
Amb. Temp
Oil Press.
Oil Temp
Water Temp
Batt Vdc
10:30
64
490
54
54
91%
1.0
60
45
68
na
170
14.5
10:45
64
490
54
54
91%
1.0
60
45
64
na
177
14.5
11:00
64
490
54
54
91%
1.0
60
45
63
na
172
14.5
11:15
64
490
54
54
91%
1.0
60
45
63
na
175
14.5
11:30
64
490
54
54
91%
1.0
60
45
1 63
na
178
14.5
11:45
64
490
54
54
91%
1.0
60
45
62
na
180
14.5
12:00
64
490
54
54
91%
1.0
60
45
62
na
175
14.5
12:15
64
490
54
54
91%
1.0
60
45
62
na
180
14.5
12:30
64
490
54
54
91%
1.0
60
45
62
na
173
14.5
12:45
64
490
54
54
91%
1.0
60
45
62
na
176
14.5
13:00
64
490
54
54
91%
1.0
60
45
62
na
174
14.5
13:15
64
490
54
54
91°%
1.0
60
45
62
na
179
14.5
13:30
64
490
54
54
91%
1.0
60
45
62
na
175
14.5
13:45
64
490
54
54
91%
1.0
60
45
62
na
173
14.5
14:00
64
490
54
54
91%
1.0
60
45
62
na
179
14.5
14:15
64
490
54
54
91%
1.0
60
45
62
na
176
14.5
14:30
64 1
490 1
54
54
91%
1.0
60
45
62
na
175
14.5
Mechanical Checks after Test Run
Lube Oil Leaks: none Fuel Leaks: none Belts: good
Water Leaks: none Exhaust Leaks: none Charger: good
Heaters: good
Comments:
54 kw is max that I can put on load test, next step on load bank takes load to 65 kw which is overloaded
Technician : '�? %7.ee Date
Test Approved By: Date:
12/9/2019

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DAVIS & FLOYD
SINCE 1954
Design Calculations for
Roberdel Pump Station
Replacement, Force Main &
Sewer Improvements
For
City of Rockingham
OWNER:
City of Rockingham
514 Rockingham Rd.
Rockingham, NC 28379
PREPARED BY:
Davis & Floyd, Inc.
181 East Evans Street
Suite 23 / BTC 105
Florence, SC 295o6
[phone]
October 2oi8
JOB NO.040000.o6
lot"\N CAROM O,Q�y:• CARC(i°%
�� : Q�ipF ESS
DAVIS & %.
FLOYD, INC - _ '
e eNNo. 14773i
No.F-0244
OF A�,�''
lot

Job No. ©4000o,Oro Phase Oi ©2
Sheet _ of
VIS & FLOYD Project 5'43cleon w.s. Client 42a4m loll n ,Ives
SINCE 1954 Subject J�G1mO Sr✓i E/71 erg/ [mmRKy
Calculated by Z-1/p Date ! o ld r 116
Checked by -tZ Date
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Job No. 0°/092. 0& Phase Sheet 0 G of r.
DAVIS & FLOYD Project Ps' Client ,ve
SINCE 1954 Subject RIMI-Y SC/6Gr/01,1 lAr✓mAgx�
Calculatedby GNP Date /0 0/ /F
Checked by JDate 1`DA2 hCt;'
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4-eZaZ a/nI;�-, %a
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/q' wr)4,4Ilv6 2/�-1✓(7C;....-/-D ff4lvo4E G�lRiec-N7 GvNJ/. '77aalJ'/
WIM 7# /i /L I / ry L xP No i/v 771C F617L(,eC= 777 �- W'041G/IU6
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//We-97- IN
&I- wlwle _ 4zrA,-ki, = I (o. 90 - LIAG Rime tint + 0,10
L196_ lq/M/' C)A/ 146. 90 = LEWD PUMP 00 + 0, 5 0
LC li P6Irmo I :1 6, 30 = &nl?s oFF'+ 14
pvwj OF,G 1-74 , 9

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PUMP STATION DESIGN it Length
Roberdel Pump Station
Hazen -Williams Equation: Hf = 0.2083(100/C)"1.85 `( q"1
Hf = Friction loss (per 100 ft in the above equation)
q = flow in gpm
d = inside dia. of pipe in inches
no. each
eq. length ea.
total EL ea.
2
11
) 22
1
22
22
2
5
10
1
25
25
1
14
14
40
If
3 11
33
0 5
0
1 6
6
5 - - -- 5
25
-
1493
total equilavent length piping
1557 If
Station
Piping
F.M. Dia. _
�_. _ _ _ 4;
in
F.M. Length =
133
ft (est.equiv. Fumed setting, subject to adjustment
C Factor =
[ 110
;umed setting, subject to adjustment
Wetwell influent elev.
- -
179.5
ft
;umed setting, subject to adjustment
Pumps off elev
174.9
ft
;umed setting, subject to adjustment
High point in f.m. elev
2691
ft
;umed setting, subject to adjustment
Static head, ft at pump off
94.1
ft
increment FLOW STATIC FRICTION
_- 10__ J HEAD HEAD, ft
gpm gpm ft station
ft/s
10
94.1
0.02 1
20
94.1
0.07 1
30
94.1
0.15 1
40
94.1
0.25
50
94.1
0.38
60
94.1
0.53
70
94.1
0.71
80
94.1
0.91
90
94.1
1.13
100
94.1
1.37
110
94.1
1.63
120
94.1
1.92
130
94.1
2.23
140
94.1
2.55
150
94.1
2.90
160
94.1
3.27
170
94.1
3.66
180
94.1
4.06
190
94.1
4.49
200
94.1
4.94
210
94.1
5.40
220
94.1
5.89
230
94.1
6.39
240
94.1
6.92
250
94.1
7.46
260
94.1
8.02
270
94.1
8.60

PUMP STATION DESIGN
wETWELL INSIDE DIR.
Access HnicR
ol,..
IEIWELL
TOP OF W
WE
ELc, 0
LED THICKNESS, in
\\/
WATER TABLE
ELEV,
SOIL
\\i
\\/
WALL THICKNESSn.
O
HOPPER
\\/
LT FRILL
�CRO
\/
aonOe of wErwELL - Eity.
El
I� ansE rHlcxrvess, m.
a©
.11 0
WETWELL BUOYANCY CALCULATION FOR CONCRETE STRUCTURES
om Interior of Wetwell, elevation, "B
175 ft
well Inside Diameter, "C"
6 ft
unit weight of concrete 150 pcf
Thickness,")"
6 in
Thickness,"E"
8 in
unit weight of soil 100 pcf
e Thckness, "F"
8 in
e Diameter, "G"
8.33 ft
(6 ft Ella. and larger wetwell utilize 8 inch extended base)
ass Hatch, "H" x "1"
36 in. X
48 in.
for ballast layer thickness
10 in
;ide bottom elevation of wetwell
173.50 ft
rail structure height
31.50 ft
er Table Elevation, "J"
204.9 ft
Interior Volume or Wetwell
829.38 cu it
(neglects hopper bottom grout fill and pumps)
Total Volume of Structure
1222.97 cu It
(includes total volume to exterior surfaces of structure)
Concrete Volume, Structure
385.59 cu ft
(neglects hopper bottom grout fill, removes volume for hatch)
Weight of Structure
57838.1 Ibs.
(volume of concrete x unit weight of conc.)
(neglect weight of pumps, rails, &
hopper bottom conc. fill)
Buoyant Uplift
76071A Ibs.
(volume of displaced water x unit M. of water, neglects concrete of
extended base, since unit v4 concrete I unit wt water & no net
uplift can occur until water level rises above top of base)
Weight of Soll Above Extended
18715.7 Its.
((volume of soil x unit wt. of sail) -(submerged volume
Base of Wetwell
of soil x (unit wt. soil - unit wt. water)))
Net Buoyancy
-482.71bs.
(uplift-wt of concrete-wt ofsoil) NETDOWNLIFT-OK

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Customer
Pump Performance Datasheet
EBARA
Reference
Ebara Quotation System 18.3.5.0
-Item number
:. 005
Product Description :100DLMKFU618:-
': Service
Stages : 1
Quantity
1
Based on curve number : DLMK-C612-9203.
Quote number
: 765018
Date last saved 25 Sep 2018 1:32 PM
Operating Conditions
-------------
Liquid
Flow, rated
---------
: 150.0 USgpm
— ---------------
Liquid type
:Water
Head, rated (requested)
: 131 ft
Additional liquid description
Head, rated (actual)
: 131 ft
Solids diameter, max
: 0 in
Suction pressure, rated / max
: 0.00 10.00 psi.g
Solids concentration, by volume
: 0.00 %
NPSH available
: Ample
Temperature
: 68.00 deg F
Frequency
: 60 Hz
Fluid density
: 1.000 / 1.000 SG
Performance
Viscosity
: 1.00 cP-
Speed
1765 rpm
Vapor pressure, rated
: 0.00 psi.a
Impeller dia.
: 12 in
Material
Impeller diameter, maximum
: 12 in
Material selected
:Standard
Impeller diameter, minimum
: 11 in
Pressure Data
Efficiency
: 30.87 %
Maximum working pressure
: 11.38 psi.g
NPSH required / margin required
: -/ 0.00 ft
Maximum allowable working pressure
: N/A
Ns (imp. eye flow) / Nss (imp. eye flow)
: 1,620 / - US Units
Maximum allowable suction pressure
: N/A
MCSF
: 109.7 USgpm
Hydrostatic test pressure
: N/A
Head max.
: 142 ft
Driver & Power Data (@Max density)
Head rise to shutoff
: 8.23 %
Driver sizing specification
: Rated power
Flow, best eff, point
: 696.5 USgpm
Margin over specification
: 0.00 %
Flow ratio, rated / BEP
: 21.53 %
Service factor
: 1.15 (Fixed)
Diameter ratio (rated / max)
: 100.00 %
Power, hydraulic
: 5.0 hp
Head ratio (rated dia / max dia)
: 99.64 %
Power, rated
: 16.1 hp
Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010]
: 1.00 / 1.00 / 1.00 / 1.00
Power, maximum
: 25.0 hp
Selection status
: Acceptable
Motor rating
: 25.0 hp / 18.6 kW (Fixed)
32
24
16
O 8
d
c—
i
a)
200
180
160
140
120
100
80
60
40
20
— MCSF
12 in
Iclency
11 in
0 100 200 300 400 500 600 700 800 900 1.000 1.1r
Flow - USgpm
100
90
80
70
60
50
40
30
20
10
0
T
U
c
�U
W
INTERSTATE UTILITY SALES INC Pumps America Corporation
P.O. BOX 473400, CHARLOTTE, NC 28247 USA
Tel: [phone]n Fax: [phone] iu�inr..cnm