NC0004774_Regional Office Historical File Pre 2018 (2)

DIVISION OF WATER QUALITY
March 11, 2010
Memo To: Ken Pohlig, PE, Project Review Engineer
Design Management Unit
Construction Grants and Loans
From: Rob Krebs
Prepared By: Michael Parker
Subj ect: Duke Energy — Buck Steam Station
Authorization to Construct
Sanitary Wastewater Package WWTP
NPDES Permit No. NC0004774
Rowan County
Per your request, this Office has reviewed the subject ATC request and supporting documents
received by this. Office on March 10, 2010 from Duke Energy (DE) requesting authorization to
construct a package -type WWT system to serve the administration building being constructed for the
proposed Buck Steam Plant's Combustion Turbine Combined Cycle (CTCC) project. There is an
existing package -type treatment system at this facility that currently serves the main. power plant,
however, from a logistical standpoint, the piping distance and site constraints make it difficult to
collect and treat this proposed domestic waste stream in the existing sanitary sewer.treatment facility.
Such being the case, DE has chosen to add a second domestic wastewater treatment system to serve the
subject project.
This request involves the installation of an extended aeration WWTP consisting of a bar screen,
an aeration chamber, a secondary clarifier, a chlorine contact chamber, and an aerated sludge holding
tank. The proposed WWT system will be designed to treat a flow of up to 630 gpd and expected to
produce an effluent that can meet or exceed the following criteria:
BOD5 < 30 mg/l
TSS <30 mg/l
NH3 < 15 mg/1
Fecal Coliform <200 colonies/100ml
Effluent from the proposed WWT facility will be collected in a sump and eventually pumped
into Buck Steam Plant's existing secondary ash basin where it will receive further treatment prior to
being discharged through outfall 002.
Therefore, pending a final technical review and approval by CG&L, it is recommended that the
request for an ATC be approved.
H:\atc\atcI Muck. doc

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
March 5, 2010
MEMORANDUM
TO: Rob Krebs, Regional Water Quality Supervisor
Mooresville Regional Office, Division of Water Quality
FROM+'Ken Pohlig, P.E., Project Review Engineer
Design Management Unit
SUBJECT: Request for an Authorization to Construct
Duke Energy Carolinas, LLC, Buck Steam Station
NPDES Permit No. NC0004774
Dee Freeman
Secret .
0
Plans, specifications and supporting documents have been received for the subject
project. It is requested that comments and recommendations, including the items listed below, be
received by April 5, 2010 from the Regional Office Staff.
CAMA
Compliance With NC Well Construction Standards
Groundwater Comments
Recommendations for inclusion in the Authorization to Construct
_X _Recommendations for inclusion in the Non Discharge Permit
Schedule for Issuance of the NPDES Permit
SOC, or Other Schedules Which Must be Met
Standby Power Needs
Status of Stormwater Permit
Plan documents are submitted as follows for your reference, review, and comments on the above items:
X _Plans and Specifications
Subsurface/Soils Report
Power Outage Information
Other
If you have any questions, please contact me at [phone].
Attachment
swc
cc: Ken Pohlig, P.E.
Steve Coffey, P.E.
ATC File 004774AOI
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org Natmall'y
An Equal Opportunity \ Affirmative Action Employer

CORPORATE EHS SERVICES
PDuke
Energy®
Duke Energy Corporation
526 South Church St.
J9
Charlotte, NC 28202
Mailing Address:
EC1 3K / PO Box 1006
Charlotte, NC 28201-1006
Zr
February 5, 2010
LOAN SECTI
Ken Pohlig, P.E. OP
I
North Carolina Department of Environment and Natural Resources
Construction, Grants and Loans Section
2728 Capital Boulevard
Raleigh, North Carolina 27699-1633
Subject: Buck Combined Cycle
r
23
Authorization to Construct Application
Sanitary Wastewater Package Plant
Rowan County
Dear Mr. Pohlig:
For your approval, attached are'two sets of the subject application including system
specifications, calculations and also drawings for the proposed wastewater treatment system at
the Buck Combined Cycle Station.
Your attention to this application is very much appreciated. If you have questions or need
additional information please contact me at (704) 3 82-4669.
Sincerely,
Robert Wylie, Senior Environmental Specialist
Water Management
Attachments
www.duke-energy.com

F p
FF 7�17 1ppr,
k, T oik- o
gfzX R-es (dX
North Carolina Division Of Water Quality
Construction Grants & Loans Section ~� �
.Authorization To Construct (ATC) Application Form
(To Be Used On and After August 1, 2007) ' ,
Date: 2/4/2010
Permittee/Owner Name: Duke Energy Carolinas, LLC Professional Engineer of Record: Brent Pressley
Contact Person: Robert Wylie Engineering Firm: The Shaw Group
Address: 526 South Church Street Address: 128 South Tryon Street, Suite 600
Charlotte, NC 28202 Charlotte, NC 28202
Telephone Number: [phone] Telephone Number: [phone]
Please Note: The following items and information must be
Information Is
submitted to be considered a complete application
Provided
Remarks/Explanation
package. If any applicable item is missing the package will
be returned as incomplete.
1
Letter of request for ATC from Permittee/Owner or
authorized agent with written authorization.
2
Brief description of the proposed project.
S
Complete copy of the NPDES permit or public notice of
a draft NPDES permit.
4
Design capacity in Million Gallons per Day (MGD).
®
0.00063 MGD
If new or expanding design capacity is greater than or
5
equal to 0.5 MGD, include a copy of Finding Of No
❑
N/A
Significant Impact (FNSI).
Two sets of plans: signed, sealed, and dated by a NC
6
Professional Engineer and stamped "Final Drawing -
Not Released For Construction".
7
Two sets of technical specifications: signed, sealed,
and dated by a NC Professional Engineer.
Two sets each of process, design, buoyancy, and
8
hydraulic profile calculations: signed, sealed, and dated
by a NC Professional Engineer.
9
Hydraulic profile and a flow schematic with sizes of
major components on 8'/" X 11" paper.
Documentation that a Soil & Erosion Control permit
10
application has been submitted to the Division of Land
Resources.
Residuals Management Plan for all new or expanding
Package Treatment Plant shall include
facilities producing residuals, or when modifying
scum/skimming recirculation system;
11
residual facilities.
®
solids could be removed, if needed,
and taken to a local municipal
wastewater treatment plant.
12
Construction Sequence Plan for all modifications.

following items and information must be
Information Is
Submitted to be considered a complete application
Provided
Remarks/Explanation
)ackage. If any applicable item is missing the package will
.ae returned as incomplete.
13
11.0 volt GFCI receptacle and potable water source
❑
N/A
included on plans.
14
Hydrogeologic information must be provided if a
❑
N/A
potential for groundwater contravention exists.
15
For abandonment of WWTPs: a statement that the
El
N/A
facility will be properly disconnected.
16
All property lines, construction easements, permanent
❑
N/A
easements, and ROW shown.
17
All wells within 20.0 feet of project shown.
❑
N/A
18
All houses and places of public assembly within 100.
❑
N/A
feet shown.
Wetlands, watercourses, and drainage features within
19
50 feet of all wastewater treatment or storage facilities
❑
N/A
shown.
20
Identify on the plans each water body's watershed
❑
N/A
classification.
21
Plan sheets for all applicable disciplines.
❑
N/A
22
Reliability per NCAC 2T .0505 (1).
❑
N/A .
23
Identify 100 year flood elevation on plans.
❑
N/A
24
North arrow on each plan sheet.
❑
N/A
25
Horizontal and vertical control.
❑
N/A
26
Subsurface investigation for new structures.
❑
N/A
Municipal/Public Facilities; also include the following:
Engineer's Certification signed, sealed, and dated by
27
the Engineer Of Record stating that the project
❑
complies with G.S. 133-3.
28
Minority Business Forms for Local Government
❑
Projects.
29
Minority Business Guide.
❑
30
Dispute Resolution with mediation for Local
❑
Governments.
31
Contract Duration included.
❑
Projects funded through CG&L must include the
32
Submittal Checklist, found under Plans &
❑
Specificiations at:
http://www:nccpl.net/Engineering/plans.htmi

DUKE :RGY - BUCK COMBINED CYCLE PROJECT
Wastewater Treatment - Document List
February 5, 2010
,Energy.
Document Number Revision I Description Comments/Status
Documents for Wastewater Treatment Approval
Cover Letter
By Duke
Document List
This Document
Application Checklist ..
By Duke
Schedule
By Duke
NC 0004774
6/24/2008
NPDES Permit
By Duke
11/20/2009
Erosion Control Plan Certificate
By Duke
BUKOC-PD-M-WT.00-01
D
P&ID - Sanitary Sewer (WT) System - Package Treatment Plant
BUKOC-PD-M-WP.00-03
C
P&ID - Plant Drains (WP) System - Oil/Water Separator to Ash Basin, including
Wastewater Collection Sump
BUKOC-CA-M-WT.00.00-01
00
Calculation - Sanitary Sewer Package Plant Sizing
BUKOC-CA-M-WP.00.00-02
01
Calculation - Wastewater Collection Sump/Pump Sizing
BUKOC-SP-M-TW-03
B
Specification - Sanitary Sewer Package Plant
BUKOC-SP-M-PP-06
A
Specification - Sump Pumps
BUKOC-DS-M-PP-06
B
Design Data Sheet - Wastewater Collection Sump Pumps
BUKOC-PC-P-WT.00.PL-01
B
Piping Plan - Oil/Water Separator to Ash Basin & Sanitary Package Plant
BUKOC-PC-P-WT.00.SD-01
B
Piping Profile - OilfWater Separator to Ash Basin & Sanitary Package Plant
BUKOC-CD-K-SF.00.PL-01
A
Concrete Plan, Sections & Details - Sanitary Sewer Package Plant
BUKOC-CD-K-WP.00.PL-01
B
Concrete Plan, Sections & Details - Wastewater Collection Sump
Reference Documents
BUKOC-SP-P-PF-07
0
Specification - Installation of Underground Piping Systems
Page 1 of 1 % y'

Activity ID
Activity Name
Duration
Start
finish
2010
20114
Q1
Q2
Q3
Q
Q1
Q2
1
Submit ATC Request
0 days
5-Feb-10
5-Feb-10
2
Receive ATC Approval
90 days
S-Feb-10
7-May-10
3
Install Foundations - Area 4 (Including WP & WT Systems)
40 days
21-Jul-10
30-Aug-10
.
4
1 Install Wastewater Collection Sump (WP)
58 days
I 30-Aug-10
27-Oct-10
5
Install Sanitary Sewer Package Plant (WT)
240 days
30-Aug-10
27-Apr-11
.
6
Walkdown Wastewater Collection Sump (WP)
5 days
27-Oct-10
3-Nov-10
7
Walkdown Sanitary Sewer Package Plant (WT)
5 days
27-Apr-11
3-May-11
8
Turnover to Commissioning = Wastewater Collection Sump (WP)
0 days
2-Feb-11
2-Feb-11
9.
Turnover to Commissioning - Sanitary Sewer Package Plant (WT)
0 days
4-May-11
4-May-11
10
lCheckout Wastewater Collection Sump (WP)
2 days
2-Feb-11
3-Feb-11
11
Checkout Sanitary Sewer Package Plant (WT)
3 days ..
4-May-11
6-MaEL
12
Commission Wastewater Collection Sump (WP)
0 days
3-Feb-11
-3-Fe
13
Commission Sanitary Sewer Package Plant (WT)
0 days
6-May-11
6-Ma
Buck CTCC Wastewater Authorization to Construct (ATC)
Permit Application Schedule
Date: 2/5/2010
Task Bar
Milestone

CERTIFICATE OFPLAN APPROVAL
�,t STATE Z
The posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environment and Natural Resources
in accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and
North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c). This certificate must be
posted at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter
4B.0127 (b).
Date of Plan Approval
ll-ao-0q
COMVsA-ed Cm c It * 1) m
Project Name anJ Location
'0RDWAW w ;k00q•00a
NCDENR
'Rowan
A It A004-d 6 coun4�
hisi, Regional Engineer
Gcoi-+ Rayed,
nc

U CALCULATION COVER SHEET
Shaw
CLIENT: Duke Energy
PAGE COUNT
CALC BODY
PROJECT NAME: Duke Buck Station CTCC
SUMMARY
LAST PAGE#
CALCULATION TITLE:
TOTAL CALC BODY PAGES 6
Sanitary Sewer Package.Sizing
ITOTAL ATTACH. PAGES 11
6
TOTAL PAGES .. 17 -
CALCULATION NUMBER
B U KOC-CA-M-WT.00.00-01
REVISION HISTORY
REV
REV DATE
PREPARER
REVIEWER / CHECKER
REVISION DESCRIPTION
CONFIRMATION
NO.
PRINTED NAME,
PRINTED NAME,
REQUIRED
YES
NO
SIGNATURE & DATE 1
SIGNATURE & DATE
00
12/22/09
Bryan Sturgies
,13rerit' Rressley`
Original Issue
X
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;
El
El
JeCA6, Su.
SEAL
GIN�E
El
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I
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❑
❑
Page 1

CALCULATION NUMBER
BUKOC-CA-M-WT.00.00-01
sttaW®
TABLE OF CONTENTS
Section
Page #
1.0 Calculation Cover Sheet..............................................................................................1
2.0 Table Of Contents.......................................................................................................2
3.0 Calculation Objective/Purpose....................................................................................3
4.0 References..................................................................................................................3
5.0 Inputs..........................................................................................................................3
6.0 Assumptions................................................................................................................3
7.0 Basis/Methodology......................................................................................................3
8.0 Confirmations Required...............................................................................................3
9.0 Computer Code Identification......................................................................................3
10.0 Calculation..................................................................................................................4
11.0 Results & Conclusions................................................................................................6
Attachments Number
Last Page
of Pages
Number
A - Email thread between Duke and Shaw on Plant Staffing Levels
5
5
B — Manning/Streeter Spreadsheet for Discharge Rates for Sloped Pipe
5
5
C — Aeromix 1000 GPD Sanitary Treatment System, Dwg No. 090880-221
1
1
Page 2

CALCULATION NUMBER
B U KO C-CA_ -M-WT. 0 0.0 0-01
3.0 CALCULATION OBJECTIVE/PURPOSE
This calculation will determine the Sanitary Sewer Package System capacity and associated piping
line sizes.
4.0 REFERENCES
4.1 Buck Combined Cycle Project Equipment Arrangement: BUKOC-GA-M-PI.00.PL-01, Rev 3
4.2 Buck Station 620 MW CCPP Project Technical Description, CTCCS-SD-4-00-01
4.3 Piping and Instrumentation Diagram, Plant Drains, Drawing No.: BUKOC-PD-M-WT.00-01, Rev 0
4.4 Title 15A- NCDENR, Chapter 18 Environmental Health, Subchapter 18A — Sanitation, Section 1900 -
Sewage Treatment and Disposal Systems - 04/04/90
4.5 Email thread between Brent Pressley (Shaw) and Robert Niehause, PE (Duke) dated 11/11/09 to
12/1/09 regarding Plant Staffing Level for Sanitary Waste Treatment.
4.6 Streeter Fluid Mechanics, 5t' edition, p 279
4.7 Mark's Handbook eh edition. Table 17, pg. 3-68
4.8 Chevron Phillips Chemical Company, Bulletin PP 900, Book 2 Chapter 4 Page 54. Tables 4-8.
4.9 Civil Engineering Handbook, 0 edition; 4-77
4.10 International Plumbing Code, 2003 Tables 709.1, El03.3(2), and El03.3(3)
5:0 INPUTS
5.1 Pipe connection size to sanitary sewer package is 6" flanged
5.2 Pipe material is HDPE SDR11
5.3 Tabulated Drainage Fixture Units
5.4 Tabulated Water Supply Fixture Units
6.0 ASSUMPTIONS
6.1 Margin on all flows is 36%
7.0 BASIS/METHODOLOGY
7.1 The maximum design flow rate to the sanitary sewer package is the estimated per International
Plumbing Code as the drainage fixture unit count respective volume flow.
7.2 Pipe maximum flow and partial channel flows will be based on 4" HDPE SDR11 piping sloped at 1 /8"
per foot from sanitary sewer package to the wastewater collection sump.
8.0 CONFIRMATIONS REQUIRED
8.1 Pipe lengths, pipe routing, and equipment elevations
9.0 COMPUTER CODE IDENTIFICATION
None .
Page 3

CALCULATION NUMBER
--A
shave.° BUKOC-CA-M-WT.00.00-01
10.0 CALCULATION
10.1 Sanitary Sewer Package Plant Sizing
The Sanitary Sewer Package Plant will be vendor supplied as a prefabricated unit. The minimum
design daily flow of sewage used to calculate the design volume of sewage to size the Sanitary
Sewer Package Plant is 25 gallons / person/shift (for factories) + 10 gallons / person (for showers)
(Ref. 4.4). Per email from Duke (Attachment C), The Buck Combined Cycle Project has a plant staff
of two shifts 12-hr operations shifts with 4 people and one 8-hr maintenance shift with 10 people.
Two more people and showers are added for outage periods. Therefore the Design Volume (DV) is
given as:
DV = [25 gal/person x (4 + 4 +10 +2) people/day + 10gal/person x (4 + 4 + 3 +2) people/day]
DV = 630 gallons per day
10.2 Design Water Supply Flow (DWS):
The total design water flow to the Administration Building is given by the tabulated supply fixture unit
count below. Water Supply load values are per the International Plumbing Code Table E101 B.
Total
No.
Fixture
Qty
CWS
HWS
WSFU
1
Kitchenette Sink
1
3.0
3.0
4.0
2
Unisex Restroom Toilet
1
10.0
-
10.0
3
Unisex Restroom Lavatory
1
1.5
1.5
2.0
4
Water Coolers
2
0.5
-
0.5
5
Men's Restroom Lavatory
3
4.5
4.5
6.0
6
Men's Restroom Urinals
2
20.0
-
20.0
7
Men's Restroom Toilets
2
20.0
-
20.0
8
Men's Showers
2
6.0
6.0
12.0
9
Women's Restroom Lavatory
2
3.0
3.0
4.0
10
Women's Restroom Toilets
2
20.0
-
20.0
11
Women's Showers
1
3.0
3.0
4.0
12
Janitor's Room Sink
1
2.25
2.25
3.0
13
Break Room Sink
1
3.0
3.0
4.0
14
Refrigerator w/ Ice Maker
1
0.5
-
0.5
15
Unisex Visitor Restroom Toilet
1
10.0
-
10.0
16
Unisex Visitor Restroom Lavatory
2
3.0
3.0
4.0
17
Emergency Shower*
1
6.0
6.0
12.0
136.0
Page 4

CALCULATION NUMBER
_ Shavv° BUKOC-CA = M-WT.00.00-01
* One (1) operating emergency shower is included in the sizing design
The corresponding flow demand for 136 wsfu per Table E102 is 75 gpm. Add 30% for margin.
DWS=75gpm x1.3
DWS = 98 gpm
10.3 Design Sanitary Throughput Flow (DST):
The total design drain flow to the sanitary treatment system is given by Table 709.1 of the IPC and
tabulated drain flow fixture unit count below:
No. Fixture
Qty
DFU
Total DFU
1 Kitchenette Sink
1.0
2.0
2.0
2 Unisex Restroom Toilet
1.0
6.0
6.0
3 Unisex Restroom Lavatory,
1.0
1.0
1.0
4 Water Coolers
2.0.
0.5
1.0
5 Men's Restroom Lavatory
3.0
1.0
3.0
6 Men's Restroom Urinals
2.0
4.0
8.0
7 Men's Restroom Toilets
2.0
6.0
12.0
8 Men's Showers
2.0
2.0
4.0
9 Women's.Restroom Lavatory
2.0
1.0
2.0
10. Women's Restroom Toilets
2.0
6.0
12.0
11 Women's Showers
1.0
2.0
2.0
12 Janitor's Room Sink
1.0
2.0
2.0
13 Break Room Sink
1.0
2.0
2.0
.14 Refrigerator w/ Ice -Maker
1.0
0.5
0.5
15 Unisex Visitor Restroom Toilet
1.0
6.0
6.0
16 Unisex Visitor Restroom Lavatory
2.0
1.0
2.0
17 Emergency Shower
1.0
2.0
2.0
67.5
The corresponding drain demand for 67.5 dfu per Table
E102 is
57 gpm. Add 30% for margin.
DST = 57 gpm x 1.3
DST = 74 gpm
10.4 -Water Supply Pipe Sizing
Water Supply Pipe Sizing is based on accepted velocity
and. pressure drop industry. standards. Per
Cameron Hydraulic, for 98 gpm, a 3" sch. 40 new steel pipe provides 3.12 ft of head loss per 100 feet
of length at a velocity of 4.34 ft/sec.
Therefore, 3" sch. 40 pipe is properly sized for this application.
Page 5

CALCULATION NUMBER
Shaw
_ BUKOC-CA-M-WT.00.00-01
10.5 Drain Pipe Sizing
Pipe sizing for the sanitary waste system is based on Attachment B for Discharge Rates for Flowing
Partially Full (gravity/channel flow). For the given inputs of 6° HDPE SDR11 piping at 1/8" per foot
slope and a Manning Roughness of 0.011, flow results are:
Max Flow: 244 gpm
50% Flow: 113 gpm
75% Flow: 207 gpm
A drain flow of.74 gpm will result in channel flow in a 6" HDPE SDR11 pipe of about 40% elevation in
the pipe.
11.0 RESULTS & CONCLUSIONS
Sanitary Treatment System Design
Design Water Supply
Design Drain Flow
Water Supply Pipe Size
Drain Pipe Size
630 gpd
98 gpm
74 gpm
3" sch. 40 Carbon Steel
6" HDPE SDR11
t
Page 6

,q i T�,c�tNtt✓ nJT A
Sturgies, Bryan
From: Pressley, Brent
Sent: Monday, December 14, 2009 4:58 PM
To: Sturgies, Bryan ,
Subject: FW: Buck Wastewater Treatment Authorization to Construct Permit Application
Duke approves of package plant sizing. See below.
W. Brent Pressley
Lead Mechanical Systems Engineer.
Mechanical Engineering Department
Fossil & Renewables Group
128 S. Tryon Street
Charlotte, NC 28202
704.343.7594 direct
704.796.5770 cell _
704.331.1311 fax
brent.oresslevOshawa ro.com
ShawTM a world of SolutionsTm
www,shawgp.com
From: Niehaus, Robert [mailto:[e-mail]]
Sent: Thursday, December 10; 2009 10:11 AM.
To: Pressley, Brent
Cc: Gilbert, Robert A; Roberts, Greg; Buck GTCC Mail
Subject: RE: Buck Wastewater Treatment Authorization to Construct Permit Application
3rent,
We agree with the sizing presented below.
Robert Niehaus, PE
Duke Energy
Engineering Manager,
New Generation Combustion Turbine Projects
[phone]
_(704) 249-55978 cell w
From: Pressley, Brent [mailto;[e-mail]]
Sent: Friday, December 04, 2009 7:34 PM
To: Niehaus, Robert A
Cc: Gilbert, Robert A; Roberts, Greg; Buck GTCC Mail
Subject: RE: Buck Wastewater Treatment Authorization to Construct Permit Application
Rob, 6
Based on Duke's input,.there are two 12 hr ops shifts with 4 people and one 8 hr maintenance shift with 10. Two more'
people and showers are added for visitors and 'outage periods.
Therefore the Design Volume (DV) calc is:
DV = [Normal usage x No. of people] + [Shower usage x No. of people]
DV [25 gal/person x (4+4+10+2) persons/day] + [10 gal/person x (4+4+3+2) persons/day] .
)V = 630 gal/day
Advise if you agree.
1

1.
. Cliffside is 1.550 gal/day.
W. Brent Pressley
i Lead Mechanical Systems Engineer
Mechanical Engineering Department
Fossil & Renewables Group
128 S. Tryon Street
Charlotte, NC 28202
704.343.7594 direct
704.796.5770 cell
704.331.1311 fax
brent. [e-mail]
ShawT"" A world of SolutionsTM'
www.shawgro.com .
From: Niehaus, Robert A [mailto:Robert. Niehaus@duke=energy.com]
f Sent: Tuesday, December 01, 2009 7:50 AM
To: Pressley, Brent
Cc: Gilbert, Robert A Roberts; Greg
Subject: FW: Buck Wastewater Treatment Authorization to Construct Permit Application
Brent,
Greg has captured the details below to answer your questions.
Robert Niehaus, PE
Duke Energy
Engineering Manager,
New Generation Combustion Turbine Projects
[phone] .
704 249-5978 cell
From: Roberts, Greg
Sent: Tuesday' December 01, 2009 7:28 AM.
To: Niehaus, Robert A
Cc: Shuping, Todd
Subject: RE: Buck Wastewater Treatment Authorization to Construct Permit Application.
Rob, here's what I'd suggest in response to Brent's questions. We could simplify and just give maximum numbers, but
that may lead to oversizing. Providing the details like below may help to avoid that. Let me know if there are questions
or if you want to bring in more people to help craft a response.. Will you.send to Brent, .or do you want me to?
Thanks..
Greg Roberts
Greg. [e-mail]
704-400-5720 (Mobile)
704-382-2266 (Office) .
From: Pressley, Brent[mailto:[e-mail]]
Sent: Monday, November 30, 2009 5:91 PM
To: Niehaus, Robert A
Cc: Napodano, Douglas; Shuping, Todd,• Roberts, Greg; Buck GTCC Mail; Gilbert, Robert A'
Subject:, RE: Buck Wastewater Treatment Authorization to Construct Permit Application
Rob,:. .

Please clarify the following with regard to shift work at Buck.
1) 14 people per shift: Based on hours per shift and. shifts per day
4 of the 14 max number per shift was. assumed to be operators that could be.on a 12 hour schedule, so
there would be 2 shifts per day in that scenario for the 4 operators per shift. The remaining 10 of the 14
max number would be the maximum number of the remainder of station staff working a weekday daytime
schedule. These remaining 10 would probably work on average an 8 hour/day schedule, but assume a
maximum of 10 hours per day for these remaining 10 to cover OT, alternative schedules for mechanical
craft, etc. -.just one shift for these 10:
2) 7 showers per shift: _Based on hours per shift and shifts per day
As above, 4 of the 7 showers assumed operators on a 12 hour schedule, so there would be 2 shifts per day in
that scenario for the 4 .operators. The remaining 3 of the 7 max number assumed 3. mechanical craft; as .
stated above, assume a "maximum of 10 hours per day for these remaining 3 - just.one shift_ per day for
these 3.
3) Does your staffing include an allowance. for visitor's? (Cliffside used 8 per day)
The numbers above are maximums, so in most cases, there is some.contingency to allow for visitors. I
would suggest adding no more than an additional 2 to the. numbers above to cover visitor allowance in .
an extreme case (i.e. an outage scenario).
Thanks,
W. Brent Pressley
Lead Mechanical Systems Engineer
Mechanical Engineering Department
Fossil & Renewables Group
128 S. Tryon Street
Charlotte, NC 28202
704.343.7594 direct
704..796.5770 cell
704.331.1311 fax
brent.oresslev0shawa ro.com
ShawTTM a world of SolutionsT"'
www.shawgro.com
From: Niehaus, Robert A [mailto:Robert.Niehaus@duke-energy:com]
Sent: Tuesday, November 17, 2009 12:25 PM.
To:. Pressley, Brent; Gilbert, Robert A
Cc: Napodano, Douglas; Shuping, Todd; Roberts, Greg
Subject: RE: Buck Wastewater Treatment Authorization to Construct Permit_ Application
Brent,
Please base your calculations on 14 people per shift and 7 showers per shift.
Robert Niehaus, PE
Duke Energy .
Engineering Manager,
New Generation Combustion Turbine Projects
[phone]
{704) 249-5978 cell
From: Pressley, Brent[mailto:[e-mail]]
Sent: Wednesday; November 11, 2009.7:19 P.M
3?;

To: Niehaus, Robert A; Gilbert, Robert A
Cc: Napodano, Douglas; Shuping, Todd; Roberts, Greg
Subject: RE: Buck Wastewater Treatment Authorization to Construct Permit Application
Rob,
To size the sanitary treatment system, the following inputs are required:
1. Plant staffing - number of persons per shift
2. Shower usage - number of persons per shift
Thanks,
W. Brent Pressley
Lead Mechanical Systems Engineer
Mechanical Engineering Department
Fossil & Renewables Group
128 S. Tryon Street
Charlotte, NC 28202
704.343.7594 direct
704.796.5770 cell
704.331.1311 fax
brent.bressleyashaw4rn.com
ShawTm a world of SolutionsTl"
www.shawgrg.com
From: Niehaus, Robert A [mailto:Robert. [e-mail]]
Sent: Wednesday, November 11, 2009 3:00 PM
To: Gilbert, Robert A
Cc: Napodano, Douglas; Pressley, Brent; Shuping, Todd; Roberts, Greg
Subject: Buck Wastewater Treatment Authorization to Construct Permit Application
Bob,
We are in the process of finalizing the scope of the subject permit with the State of North Carolina. We know
definitively that it will include the sanitary waste treatment system and the oil/water separator. Todd Shuping
corresponded to Doug Napadano yesterday that the project will utilize an aerobic packaged treatment system in
lieu of the base design septic system.
In order to provide timely support to the Authorization to Construct Permit, we want to make sure that Shaw
initiates and expedites engineering work on the packaged aerobic system and oil/water separator, including
sizing calculations, specification development, and physical layout. Brent Pressley is familiar with the permit
documentation requirements as well as the aerobic system design from his work at Cliffside. Our expectation is
that the aerobic system will be identical in design to Cliffside but sized for a lower, capacity. The oil/water
separator documentation package will contain the same level of information as the sanitary waste water
package.
Should you have any questions or require additional information, please call. We will communicate any
clarifications to the permit submittal.package after our permitting.people have some initial conversations with
the State.
Robert Niehaus, PE
Duke Energy
Engineering Manager,
New Generation Combustion Turbine Projects
[phone].
[phone] cell
4

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message to such person), you may not copy or deliver this message to anyone. In such case, you should
destroy this message and notify the sender by reply email. Please advise immediately if you or your
employer do not consent to Internet email for messages of this kind. Opinions, conclusions and other
information. in this message that do not relate to the official business of The Shaw Group Inc. or its
subsidiaries shall be understood as neither given nor endorsed by it.
The Shaw Group Inc.. http://www.shawgrp.com

ATTARGHMZ-�IT .
Discharge Rates For Sloped Pipe Flowing Partially Full (gravity / channel flow)
Directions:
1) Use the inch / inch or inch / foot areas to calculate slope as %; manually enter slope below
Slope Slope
Slope
.Rise (inches_) Length (ft) ft / ft % Rise (in) Length (in)
in / in
0.125 1.00 0.0104 1.0417 0.125 12
0.01042
2) input only "blue" data below, the rest is calculated.
Inside Diameter (inches) = 5.373 inches Partial Results: Max Flow
244 gpm
Manning Roughness = 0:011 50% Depth:
113 gpm
Slope (decimal) = 1.04% 75% Depth:
207 gpm
I?aI`tiaJly Filled: Plpe
Flow &Velocity - R
D.e th/Dia:: i
1
0.9
0.8
0.7
0; 6
.0.5 -
@ 0.4
0.3
Q 0.2
0.1
0
4.5
4
3.5
3
2.6 voi
2 a
1.5
1 E
0.5 >.
0
0 200 400 600 800 1000 1200 14.00 1600
Flow Rate, gpm

Data Table (See Equations on page 3)
Inside Diameter = 5.373 inches Manning Roughness (n) =;; 0.011
Inside Radius = 0.224 feet Slope (decimal) 0.0104,
. Depth of
Flow, h ,feet .
O
Depth/Dia.
%
Flow Cross-
^
_ Sec: Area, ft 2
Wetted -
Perimeter (C) ft
Flow 11 Rate;
__gpm , __
Velocity,
ft/sec.
0.000.
----0.0%.> .:
_ 0.000 -
- -0.000 . _
--: 0_ _
0.00=
0.022 _
5.0%°
0.003
_ 0.202 -;
-
T.698718028
0;82;"=
0.045
10.0%
0.008
0.288.
4.73361579._.
__. :fi:29"
W067
15.0%
0.015
0.356
11.02117005 ''
1.66 _
0.090
20.0%
0.022
0.415
19:85499489
1:97
0.112. '
25.0%
0.031 .__.
0.469
31.05780705
2.25
0.134 _- `
"__-'30.0% _
0:040
_--_0.519.:_
4440069476
__.._2.49-
0157
0
35.0%
_ 0..049
0.567'- - :
59.61620188
_ 2.70. _
0179
40.0%
0.059,
0.613
76.40504606.
2.89 _
- 0.201 --.
c. -_ - 45.0%
0.069
0.658
94.43952119
3.06
0.224'
_
_ __ 50.-0%
0:079 _ ._
_
- __ - 0.703
113.3647178
-
3.21
i 0.246
55.0%
0:089
_ _ 0.748:
132.7979079 _-
. _: 3.33 _ _
0.269
60.0%.
0.099 i
--
_ 0.793 _
� 152.3259.498
.
. 3.44._ -:
0.291
65.0%
.:0.108
0.840 __-
171.500055
_ 3.53
0.313
70.0%
0.118
0.888
189.8264218
3.59 -
0.336_
. _
75.0%
0.127
--0.938 --
206.7495132
3.64>
0:358
_-- _
80.0% _
- - _ 0.135- -
_ _
0:991
221-.6205147 ,.
166
0.381 - i
:_ .. 85.0%-
0.143 - '-_'
. - 1.051 _ .
233,631176 - "
3.65.
0.403:_
90.0%___
- 0:149
__ 1:119
241.6476303 ..
3.61_
0.407
91.0%
0.150
1:134
242.6237963
- _ _159
'0.412
92.0%
0.152
1150
243.3436219
3.58
_0.416
- 93:00/6
0.153
IIJ67
243.7776969
3.56
0..421 __-
-- _94.0% _-_
;- .. _ -_ 0.154
. _=1.185___
_243.8881926
3.54.
0.425 _
95:0% _
_-'_ "0.155= :.
_ -1.205
243.6240771_ :
_ _. 3.51 ....:
0.430
96.0 /0
0.155
1.226
_ - 242.9119172 _
3.48
0.434-
97:0%
0:156 _
_._ 1.2.51
241.6357712
3.4 5 _ -
! 0.439
98.0%
0.157
1.280
239.5836422
_ 3.41
0.443
99.0"/°
6.157
1.317
236.2433611
3.35 _
-0:448_
100.0% _
-
0.157: _ - _ _
- 1.407 -
226.7295319 '
3.21 . -
0.200
44:7% _
_-. Y0.068--= ;
_
_ :_ ;0.655_, __.
_93.20956772 - ;
_3.05
Enter Manual Depth (for the last line) 0.20 feet
(The spreadsheet contains an IF statement to keep within acceptable bounds).
e2�

Equations:
Q = 1.49 / n"A"(R10.67)"S10.5 (reference: "Streeter Fluid Mechanics", 5th Edition, p278)
Where: Q = Flow Rate, cfs ("60"7.48 = gallons/minute)
n = Manning Roughness
A = Cross -sectional Area of Flow, feetA2
R = A/C, feet
C = Wetted Perimeter, feet
S = Slope (change in elevation per unit of -horizontal distance)
( ft / ft, inch / Inch, etc.)
A and C are determined from the following equations:
A =(rA2'ACOS((r-h)/r)-(t-h)"(2'r'h-hA2)A0.5), feetA2
C = 2'r"ACOS((r-h)/r)), feet
d = Intemal diameter, inches
r = (d/12)/2, feet
h = depth of flow, feet
Manning Roughness (reference:
Mark's Handbook 8th ed. Tbl 17,
pg. 3-68)
Manning Roughness (reference:
Streeter Fluid Mechanics, 5th Edition, p 279)
Brass Pipe:
0.010
Brick:
0.015
Planned Wood: 0.012
Cast Iron:
0.015
Unplaned Wood: 0.013
Concrete, Finished:
0.012
Finished Concrete:, 0.012
Concrete, Unfinished:
0.015
Unfinished Concrete: 0.014
Earth:
0.025
Cast Iron: 0.01.5
Earth with Stones and Weeds:
0.035
Riveted Steel: 0.018
Gravel:
0.029
Corrugated Metal: 0.022
Riveted Steel:
0.017
Rubble:
0.025
`t/

Manning Roughness (reference: Civil Engineerng Handbook, 4th ed, p 447):
Tabie 19 not_only gives materials, but condition of materials (" = commonly used in design)'
Best]
Good'
Fairz .
Bad:
Conti etie Pipe: 0:0;12
0 013'
0 015'..
0 01;6
Smooth Metal.Fiumes: 0:'01'1:
'0.0.72
0a)13'
;0 015
;Corrugated Metal. Flumes 00225
0025
0:0275:
0 030
Glazed Brickwork:? O:Q11
0.01'2
O's013'
:0 015
Vitrified Sewer Pipe.:, 0 01;1,
0 T.
>0 0.1:5
D 017'
iMore Manning Roughness(reference,Chevron; Phillips -Chemical Gompanyr BufletinPP900.
-Book 2.,Ctiapter 4 Rage 54: 5ee Table 4 8 (Values of n>tor usewith Manning Equation)'.
Surface:
n.(range)
ri°(typical',
polytethylene Plpei;
Owl'.- Q01'1
Ol'000%
,Uncoated case or ductile iron pipe
0012 0:015;
QC013:;
Cenegated steel piper
0;021 0 030'
OU24
Concrete pipe:
0.012 0 016:
O:Q15
Vitrified -'.Clay pipe::
Ob 1 0:017
0 013'
Bncic'and cement mortar sewers`?
0 012 O'Q17
OS015ii
W. ood stave:
O':010 0.013.:
001:1
Rubble=masonry:
Q 017 O:Q30
0.02'1
Decided to:use n 00.11 for't4DPE-(same as Polyethyleneat top of-,ra_
Deaded to.use n 0:01;6 for'Cement Lined Ductile`-iron.pipe,
�4)

Normal Thickness of HDPE Pipe (information from www.isco-pipe.com.on 04 Dec 2007):
Since Pipe Spec HDMX1 (HDPE Pipe) has a design pressure of 160 psig at 73 F, DR11 pipe is assumed.
The following parameters apply to DR11 HDPE pipe (Note: Pipe spec confirms DR11):
Nominal
Size -
(inches)
Actual -I
O.D.
(inches)-
MhWalll
Thickness
(inches).,
Average
I.D.
(inches)
2 — _
2, 375_ _
0.216 _
- - 1.926
_. 3_ _
; _ __.3.5
—0:318
2:839
4.
4.5 —
_ 0.409 ..:
3.649
5
5,376
0.489
4358
5_
5.563_
0.506
4.511
6
6,625_
0.602
15373
- - '7 -
- 7.1-25 _
''--0.648
6.777
�8
- 8 6625
0184
6.994. 1
- —10 -
10.75..-
' 0.977
8.718 .!
1.2
12.75 _
_ 1.159
10.339
Ir 14 _ - —
... 14 -A
—1.273_ _...
11.352 -
16
--16. ji
1.455
--12.974

n I I n4rrovi ," I L,
DRAWING NOT FOR CONSTRUCTION USE
UNLESS STAMPED CERTIFIED BY AEROMIX
- MAGNESIUM ANODES
(4) REQUIRE➢
'
AERATION
n
MAIN CONTROL OUTLET.
SLUDGE
PANEL BAFFLE
AIRLIFT
P
BLOWER '
MOTOR
ASS'Y
(`�1�
" I UNITS
- I
4'
FI
6'
DECANT AIRLIFT ASSY.SLUDGE RETURN
BARSCREEN LINE WEIR
"SCUM. RETURN. LINE - TROUI
'DIVERSION VALVE ASSY"
PLAN.
ELEVATION
SECTION W-A'
SLUOGE'RETURN LINE DIVERSION .
SCUM RETURN LINE /VALVE "
.r rirufo , ai'\ ,/ ASSY
`� I{' GALV.
- ygygyq
nD'FUSER
p
DROP ASSY
ANCH
TANK OR
BARS (BY OTHERS) -.jc
-`tHpR
CONCRETE FOUN➢ATION.[- BOTTON FLOUR
PAD (BY OTHERS) STIFFENER (TYP)'
SECTION 'B—B'
AERATION CHAMBER
SECTION 'C—C'
CLARIFIER CHAMBER

Shaw CALCULATION COVER SHEET
isyCLIENT:. Duke Energy . . . .
PAGE COUNT ' .
CALC BODY
PROJECT NAME: Duke Buck Station CTCQ
SUMMARY
LAST PAGE#
CALCULATION TITLE: Waste Water Collection
TOTAL CALC BODY PAGES. 9
Sump and Sump Pump
TOTAL ATTACH. PAGES 13
9
TOTAL PAGES 22
CALCULATION NUMBER
B.0 KOC-CA-M-WP.00.00-02
REVISION HISTORY
REV
NO.
REV DATE
PREPARER
PRINTED NAME- .
REVIEWER / CHECKER
PRINTED NAME,
REVISION DESCRIPTION
CONFIRMATION
REQUIRED
YES
NO
SIGNATURE & DATE
SIGNATURE & DATE
00
12/22/09
Bryan Sturgies
Brent Pressley
Original Issue
X
❑
01
1/26/10
Bryan Sturgies
Brent Pressley
Revision to Sump Depth and
Pump Curve Data Added
X
2�/►0
Apgpy�y®
6®®paO /
El
El
.&EAL
p
20214
tI-
❑
❑
Page 1.

CALCULATION NUMBER
Shaw® BUKOC-CA-M-WP.00.00-02
TABLE OF CONTENTS.
Section Pa-ge #
1.0 Calculation Cover Sheet ......
....................................................
...................................
1
..2.0 Table .Of Contents.................................................................: ...... 2
3.0 Calculation Objective/Purpose ..........::... ..... .. ....... ................ .. ................ ........ 3
4.0 References ..........:. ........................ ............. .............................................. 3
5.0 Inputs ....................................................... ............ ... 3
6.0 Assumptions........:..:..:........:......:.:.....:.....:.....:........: ................ .. ...3
7.0 Basis/Methodolo .... ...,..: gY ....:............. ............................................,.......................... 4
8.0 Confirmations Required........:.:........::.:................................................4
9.0 Computer Code Identification ................................... ............... 4
10.0 Calculation .................:............................................................................................. 5
11.0 Results & Conclusions .................
.........................................
....... ............................... 9
Attachments Number . Last Page
of Paces Numhar
A. - AFT Fathom Waste Water Collection Pump Model Output (Case'1)
4
4
B - AFT Fathom Waste Water Collection Pump Model Output .(Case 2)
4
4
C - AFT. Fathom Waste Water Collection` Pump Model Output (Case 3)
4
4
D — Flowserve Pump Curve
1
1
Page 2

CALCULATION NUMBER
Shaw® BuKoc—CA M—WP.00.o0-02
3.0 CALCULATION OBJECTIVE/PURPOSE
The purpose of this calculation is to size the waste water collection sump, waste water collection
sump pump and piping for the Duke Buck Project.
4.0 REFERENCES
4.1 Buck Station 620 MW CCPP Project Technical Description, CTCCS-SD-4-00-01
4.2 Piping and Instrumentation Diagram, Plant Drains, Drawing No.: BUKOC-PD-M-WP.00-01, Rev. 0
4.3 Piping and Instrumentation Diagram, Plant Drains, Drawing No.: BUKOC-PD-M-WP.00-02, Rev. 0
4.4 Piping and Instrumentation Diagram, Plant Drains, Drawing No.: SUKOC-PD-M-WP.00-03 Rev. C
4.5 Piping and Instrumentation Diagram, Plant Drains, Drawing No.: BUKOC-PD-M-WT.00-01 Rev. D
4.6 Water Balance Diagram - Combined Cycle Operation, Summer Average Case BUKOC-ME-M-WB-
01, Rev. B
4.7 Water Balance Diagram - Combined Cycle Operation, Summer Max Case BUKOC-ME-M-WB-02,
Rev. B
4.8 Water Balance Diagram - Combined Cycle Operation, Winter Case BUKOC-ME-M-WB-03, Rev. B
4.9 Cameron Hydraulic Data; Copyright 1988, Seventeenth Edition (First Printing)
5.0 INPUTS .
5.1 A cast in place sump will collect all waste water from multiple sources at the plant including 1) Raw
Water Pretreatment run-off, 2) Chiller Cooling Tower Slowdown, 3) Main Cooling Tower Slowdown,
4) Demineralizer System Wastewater, 5) Oil/Water Separator Effluent, and 6) Sanitary Effluent.
5.2 Three (3) 50% waste water collection sump, pumps will be necessary to deliver effluent water to the
ash basin. The plants DCS will control the pumps. "Low -Low": All pumps off, "Low": One 50% pump I
operation, "High": Two 50% pump operation, "High -High": Three 50% pump operation and alarm.
5.3 Elevations: Top of Sump: 663 ft
Top of Ash Basin:, 675 ft
6.0 = ASSUMPTIONS
6.1 Pump minimum run time is 3 minutes
6.2 20% pumping capacity margin for each pump
6.3 Wastewater Collection Sump plan Foot Print: 15ft x 15ft
6.4 Freeboard on sump is 4'-0" at highest water level I
-6.5 Required submergence for pumps is 2'-0"
6.6 The bottom 1 foot of the sump is unusable volume
Page 3

® CALCULATION NUMBER
Shaw® BUKOC-CA-M-WP.00.00-02
7.0 BASIS/METHODOLOGY
7.1 Sump Pump capacity will be determined by evaluation of the three (3) water balance operating
scenarios and selecting a capacity that allows for single and multiple pump operation that satisfies
the cases.
7.2 The sump depth shall be sized to allow a minimum pump run time of 3 minutes.
7.3 Effluent from the wastewater collection sump will be pump to the secondary ash basin. A flow model
will be run to determine the required head.
8.0 CONFIRMATIONS REQUIRED
8.1 Invert Elevations
8.2 Pipe lengths, pipe routing, and equipment elevations
9.0 COMPUTER CODE IDENTIFICATION
AFT Fathom 7.0
Page 4

CALCULATION: NUMBER
Shaw®.. BUKOC-CA-M-WP.00.00-02
10.0 CALCULATION
10.1 Pump Capacity:
The total flow capacity (Q) of the wastewater collection sump pumps is determined by evaluating the
water balance. diagrams for:three (3) operating conditions:
Winter Case (Ref 4.7) `
Item
Description
Flow (gpm) .
1
Raw Water Pretreatment
82.0
2 .:
Chiller Cooling Tower:Blowdown
0.0
3
Surface Condenser Blowdown
318.0.
4.
Demineralizer System,
8.8
5 _
Oil Water Separator Effluent
5.0
6
Sanitary Effluent
2.0
Item
Description
Flow (gpm)
.1
Raw Water Pretreatment
150.0
.2
Chiller Cooling Tower Blowdown
48.0
3
Surface Condenser Blowdown
553.0
4
Demineralizer System
8.6
:5
Oil Water Separator Effluent
5.0
6
Sanitary Effluent ..
2.0.

CALCULATION *NUMBER
Shaw® BUKOC-CA-WMP.00.00-02.
Summer Max Case (Ref 4.6) .
Item
Description
Flow (gpm)
1
Raw Water Pretreatment
216.0
2
Chiller Cooling Tower Biowdown
48.0.
.3 .
Surface Condenser Blowdown
812.0
4
D.emineralizer System
14.0
5
Oil Water Separator Effluent
5.0
1 .
Sanitary: Effluent :
..2.0
Three (3) Pump Operation: 1,097:0 gpm
Add 20% for margin: 219.4 gpm
Three. (3) Pump Operation: 1,316.4 gpm
Three (3) pumps, sized.for a flow capacity of 440 gpm each will satisfy the design condition.
Q = 440 gpm
10.2 Wastewater Collection Sump
The Wastewater Collection sump.is sized based on having all three sump pumps operate at
maximum capacity for three (3) minutes. Using an assumed sump footprint of _15ft x 15ft
(assumption 6.1), the minimum operating height of the sump. is determined by:
Sump Volume Pump combined flow x time
3 x 440 gpm x 3 minutes
= 3,960 gallons
The cross sectional area of the sump is 225 soft. For every foot of elevation; there are 225 cuft or
1,683 gallons. Therefore, the minimum operating height -of the 15ft x 15ft sump is given as:
Sump Height = Sump Volume / 1,683 gal/ft
3;960 gallons,/ 1,683 gaUft
= 2.35 ft
= Say aft, 1ft per pump
Page 6

CALCULATION NUMBER
Shaw® BUKOC-CA WMP.00.00-02
AL
Freeboard
Grade 663'-0"
HH Level, Alarm
H. Level
L Level
LL Level
Based on the orientation of the equipment above, the sump minimum height is the sum of all
elevations, 10'4
1.
Wastewater Collection Sump Dimensions: 15ft L x 15ft W x 10ft H
10.3 Sump Pump Design Conditions:
The effluent from the wastewater collection sump will need to be pumped to the Secondary Ash
Basin with vendor supplied Cantilevered Sump Pumps. The sump pump design conditions are
based on the routing and selected size of the distribution piping from the sump to the Secondary Ash
Basin. The following assumptions have been made:
1. Process Fluid Water, 60 deg F
2. Pipe 3000 ft of 12" HDPE SDR 13.5 Pipe
3. Pump Elevation 654 ft
4. Grade Elevation 663 ft
5. Secondary Ash Basin 675 ft
6.. Pipe Discharge Elv. 680 ft
7. 90 deg Elbows (ea) 5
8. 45 deg. Elbows (ea) 20
9. Gate valves. (ea) . 2
10. Check valves (ea) 2
11. Pump Submersion (ft) 2
12. (200) 90% orifices to. account for fusion beads in straight piping runs
13. (100) 90%'orifices to account for fusion beads in piping fittings and elbows
Page 7

CALCULATION NUMBER
Shaw BUKOC-CA M-WP.00.00-02
Using the 9:5°.impeller pump curve shown in Attachment D, AFT Fathom Models have been run to
determine the sump pumps' operating conditions given the inputs above. The AFT Models predict
the following for each case:
Case 1 (1 pump operation): 1.,013 gpm @ 53.2.ft TDH
Case 2.(2 pump operation): 683 gpm @ 76.0 ft TDH
Case 3 :(3 pump operation): 494 gpm @ 84.9 ft TDH
Given the results of the three model runs, Case 3 TDH is selected as the design.head.
Frictional. Head = Total Head Elevation Head
84.9 ft .— (680 - 654) ft
= 58.9 ft
For margin, 100/6 (or 6ft). is added to the frictional head.
Design Head 84.9ft + 6ft
Design Head; = 90.9ft Say 91ft
Therefore the design point of the pump is 440 gpm @ 91ft TDH. A pump that best meets.all case conditions
will be selected during the procurement phase:
3,000 ft of 12" HIDPE SDR13.5
r I
WW
Collection .
.Sump.
Secondary Ash Basin I
10.4 Run -out Flow /.Shut-off Head
Based on the family of pump curves provided in Appendix D:
• Pump Run -out flow averages about 1,100 gpm.
• Pump Shut-off. Head is typically 35% greater than design head: 1.35 x 91ft=123ft, say 125ft.
10.5 Pipin4 Design Pressure / Temperature:
Under the operating conditions above, the maximum head that will. be seen by:the piping system :is 125ft
which js equivalent to 54.1 psig. Maximum operating temperature of the process fluid in the sump is 140°F.
The selected discharge piping system is a combination of Carbon Steel.(1 51 X1) and HDPE SDR13.5
(HDMX1) piping. Per the:piping specifications: .
Page 8

® CALCULATION NUMBER
Shaw BUKoc—GA-M—wP.00.00-02
Carbon Steel (151X1) is rated for 275 psig at 140*F
• HDPE SDR13.5 (HDMX1) is rated for 80 psig at 140OF
The selected piping materials are suitable for the service.
11.0 RESULTS & CONCLUSIONS
Wastewater Sump Dimensions 15ft W x 15ft L x 10ft H
Wastewater Pump Design Conditions 440 gpm @ 91 ft TDH
Pump Run Flow 1,100 gpm
Pump Shut-off Head 125 ft TDH
Piping Materials Carbon Steel and HDPE SDR13.5
Page 9

ill
Secondary
Ash Basin
P12>
J2
Additional
J4
Primary Ash Basin
P2> xpll>
---- - ---------I ,
J12
P3 A
J8 J9
<P8.
J,
-- --------
-.11
<P7 E F
-----------
A
P6 A
P5A i Pon
J3
J5 M
ilo
PgA
-------------
(1>3)P1
PIO (1>10)
J1
Wastewater
Collection Sump
9-2

AFT Fathom 7.0 Output
The Shaw Group Inc.
AFT Fathom Model
1/26/2010
General
Title: AFT Fathom Model
Analysis run on: 1/26/2010 10:34:59 AM
Application version: AFT Fathom Version 7.0 (2008.12.03)
Input File: T:\131861\Engr\Process\Calculations\WP\Wastewater Collection Sump Pump (12 in discharge).fth
Output File: T:\131861\Engr\Process\Calculations\WP\Wastewater Collection Sump Pump (12 in discharge)_1.out
Execution Time= 0.08 seconds
Total Number Of Head/Pressure Iterations= 0
Total Number Of Flow Iterations= 6
Total Number Of Temperature Iterations= 0
Number Of Pipes= 12
Number Of Junctions= 11
Matrix Method= Gaussian Elimination
Pressure/Head Tolerance= 0.0001" relative change
Flow Rate Tolerance= 0.0001 relative change
Temperature Tolerance= 0.0001 relative change
Flow Relaxation= (Automatic)
Pressure Relaxation= (Automatic)
Constant Fluid Property Model
Fluid Database: AFT Standard
Fluid: Water at 1 atm
Max Fluid Temperature Data= 212 deg. F
Min Fluid Temperature Data= 32 deg. F
Temperature= 65 deg. F
Density= 02.34301 Ibm/ft3
Viscosity= 2.53423 Ibm/hr-ft
Vapor Pressure= 0.30169 psia
Viscosity Model= Newtonian
Atmospheric Pressure= 1 atm
Gravitational Acceleration= 1 g
Turbulent Flow Above Reynolds Number= 4000
Laminar Flow Below Reynolds Number= 2300
Total Inflow= 1,013 gal/min
Total Outflow= 1,013 gal/min
Maximum Pressure is 39.01 psia at Junction 5 Outlet
Minimum Pressure is 14.70 psia at Junction 2 Outlet
Pumo Summary
Jct
Name
Vol.
Flow
al/min
Mass
Flow
Ibm/sec
dP
sid
dH
feet
Overall
Efficiency
Percent
Speed
Percent
3
Wastewater Collection Sum Pump1A
1,013
140.7
23.03
53.18
100.0
100.0
X5
Wastewater Collection Sum Pump1 B
0
0.0
N/A
N/A
N/A
0.0
X10
Wastewater Collection Sum Pump1C
0
0.0
N/A
N/A
N/A
0.0
-zf4

AFT Fathom 7.0 Output
1/26/2010
The Shaw Group Inc.
AFT Fathom Model
Reservoir Summary
Jct
Overall
Power
h
BEP
al/min
% of
BEP
Percent
NPSHA
feet
NPSHR
feet
3
13.61
N/A
N/A
37.17
N/A
X5
NIA
N/A
N/A
N/A
N/A
X10
N/A
N/A
N/A
N/A
N/A
Jct
Name
Type
Liq.
Height
feet
Liq.
Elevation
feet
Surface
Pressure
sia
Liquid
Volume
feet3
Liquid
Mass
Ibm
Net
Vol. Flow
al/min
1
Wastewater Collection Sum
Infinite
N/A
658.0
14.70
N/A
N/A
-1,013
2
Additional Primary Ash Basin
Infinite
N/A
693.0
14.70
N/A
NIA
0
11
Secondary Ash Basin
Infinite
N/A
680.0
14.70
N/A
N/A
1,013
Jct
Net
Mass Flow
Ibm/sec
1
-140.7
2
0.0
11
140.7
Pipe
Name
Vol.
Flow Rate
al/min
Velocity
(feet/sec)
P Static
Max
sia
P Static
Min
sia
Elevation
Inlet
feet
Elevation
Outlet
feet
dP Stag.
Total
sid
dP Static
Total
sid
1
Pie
1,013
6.497
16.11
15.28
656.0
654.0
-0.831636
-0.831636
2
Pie
1,013
3.906
34.14
33.54
665.0
660.0
0.597564
0.597564
3
Pie
1,013
2.640
34.20
34.19
665.0
665.0
0.008018
0.008018
4
Pie
0
0.000
39.01
34.25
654.0
665.0
4.762313
4.762313
5
Pie
0
0.000
39.01
34.25
654.0
665.0
4.762313
4.762313
6
Pie
1,013
11.251
38.57
33.39
654.0
665.0
5.172645
5.172645
7
Pie
0
0.000
34.25
34.25
665.0
665.0
0.000000
0.000000
8
Pie
0
0.000
34.25
34.25
665.0
665.0
0.000000
0.000000
9
Pie
0
0.000
16.43
14.70
658.0
654.0
-1.731750
-1.731750
10
Pie
0
0.000
16.43
14.70
658.0
654.0
-1.731750
-1.731750
X11
Pie
0
0.000
33.64
14.70
660.0
693.0
14.286940
14.286940
12
Pie
1,013
3.906
33.54
14.59
660.0
680.0
18.944675
18.944675
Pipe
dP
Gravity
sid
dH
feet
P Static
In
sia
P Static
Out
sia
P Stag.
In.
sia
P Stag.
Out
sia
1
-0.8659
0.07909
15.28
16.11
15.56
16.39
2
-2.1647
6.38026
34.14
33.54
34.24
33.64
3
0.0000
0.01852
34.20
34.19
34.25
34.24
31

AFT. Fathom 7.0 Output
The Shaw Group Inca
AFT Fathom Model
Pipe
dP
Gravity
sid
dH
feet
P Static
In..
sia
P Static
Out
sia
P Stag..
In
sia
P Stag.
.Out
sia
4
4.7623.
0.00000
39.01
34.25
39.01
34.25
5
4.7623:
0.00000:
39:01
34.25
39.01
34.25
6
4.7623
0.94779
38.57
33.39
39.42
-34.25
7
0.0000
0.00000
34.25
34.25
34.25
34.25
8
0.0000
0.00000
34.25
34.25
34.25
34.25
9
-1.7318
0.00000
14.70
16.43
14.70
16.43
10
-1.7318
0.00000
14.70
16.43
14.70
16.43
X11
14.2869
0.00000
33.64
14.70
33.
64 14.70.
All Junction Table
Jot
Name.
P Static.
In
sia(pi
P Static
Out
a
P Stag.
In
sia
P Stag.
Out
sia
Vol. Flow
Rate Thru Jot
al/min
1
Wastewater Collection Sump
14.70
N/A
14.70
N/A
N/A
2
Additional Prima Ash.Basin
14.70
14.70
14.76
14.70
0
3
Wastewater Collection Sump -Pump. I A
1.6.11
38.57
16.39
39A2
. 11,013
4
Branch
34.19
34.14
34:24
' 34.24
1,013
X5
Wastewater Collection Sump Pump 1 B
16.43
39.01
16.43
39.01
0
7
Tee or Wye
34.10
34.10
34.25
34.25
N/A
8
Tee or Wye
34.25
34.25
34.25
34.25
N/A
9
Bend
34.25
34.25
34.25
34.25
0
X10
Wastewater Collection Sump Pump I
16.43
39.01
16.43
39.01
0
11
Secondary Ash Basin
14.70
.14.70
14.70
14.70
1,013
12
:Tee or Wye
33.60
33.60
33.64
.33.64
. N/A
Jot
Mass Flow
Rate Thru Jot
Ibm/sec
Loss
Factor (K)
1
N/A
0
2
0.0
0
3
140.7
0
4
146.7
0
X5
0.0
0
7
N/A
0
8
N/A
0
.9
0.0
.0
X10
0.0.
. 0
11 .
140.7
0
12
N/A
0

P3A
P6A
J3 i
P12>
J2
Additional
J4
Primary Ash Basin
1 P2>
X P11>
J12
J8 J9
<P8 <P7
- - - - - - - - - 4
P5^ P4A
x> J5 110
P9^
3 N„GF ---------------
.(1>3)P1 J1 P10 (1>10)
Wastewater
Collection Sump
J11
Secondary
Ash Basin
E

1 /26/2010
General
Title: AFT Fathom Model
Analysis.run on: 1/26/2010 10:34:31 AM
Application version AFT Fathom Version 7.0 (2008.12.03)
Input File: T:\131861\Engr\Process\Calculations\WP\Wastewater Collection Sump Pump (12 in discharge).fth
Output File: T:\131861\Engr\Process\Calculations\WP\Wastewater Collection, Sump Pump (12 in discharge)_1.out
Execution Time= 0.85 seconds
Total Number Of Head/Pressure 'Iterations.= 1367
Total Number Of Flow Iterations= 547.
Total'Number Of Temperature Iterations= 0
Number.Of Pipes= 12.
Number Of Junctions=11
Matrix Method= Gaussian Elimination
Pressure/Head Tolerance= 0.0001 relative change
Flow Rate Tolerance= 0.0001 relative change
Temperature Tolerance= 0:0001 relative change
Flow Relaxation-'-- (Automatic)
Flow relaxation automatically lowered to 0.05
Pressure Relaxation= „(Automatic)
Constant Fluid Property Model
Fluid Database: AFT Standard
Fluid: Water at 1 atm:
Max Fluid Temperature Data= 212 deg. F
Min Fluid Temperature Data= 32 deg. F .
Temperature= 65 deg. F. .
Density=. 62.34301 Ibm/ft3
Viscosity= 2.534231bm/hr-ft
Vapor Pressure= 0.30169 psia .
Viscosity Model= Newtonian
Atmospheric Pressure= 1 atm
Gravitational Acceleration= 1 g .
Turbulent Flow Above Reynolds Number--4000
Laminar Flow Below Reynolds Number= 2300
Total Inflow= 1,365 gal/min
Total Outflow= 1,365 gal/min
Maximum Pressure is 49.14. psia at Junction _10 Outlet
Minimum Pressure is 14.70 psia at Junction 2 Outlet
Pump Summary
Jct
Name .
Vol.
Flow
al/min
Mass
Flow
Ibm/sec
dP.
sid
dH
feet
Overall
Efficiency
Percent
Speed
Percent
3
Wastewater Collection Sump Pump 1A
682.3
94.77
32.92
76.03
100.0
1'00.0
5
Wastewater Collection Sump Pum 1 B
682.3
94.77
32.92
76.03
, 100.0.
100.0
X10
Wastewater Collection Sum P . ump 1 C
0.0
0.00
. N/A
N/A
N/A
0.0

AFT Fathom 7.0 Output
The Shaw Group Inc.
AFT Fathom Model
Jct
Overall
Power
h
BEP
al/min
% of
BEP
Percent
NPSHA
feet
NPSHR
feet
3
13.10
N/A
N/A
37.21
N/A
5
13.10
N/A
N/A
37.21
N/A
X10
N/A
N/A
N/A
N/A
N/A
Reservoir Summary
1 /26/2010
Jct
Name
Type
Liq.
Height
feet
Liq.
Elevation
feet)
Surface
Pressure
(psia)
Liquid
Volume
(feet3
Liquid
Mass
Ibm
Net
Vol. Flow
al/min
1
Wastewater Collection Sump
Infinite
N/A
658.0
14.70
N/A
N/A
-1,365
2 1
Additional Primary Ash Basin
Infinite
N/A
693.0
14.70
N/A
N/A
0
11
Secondary Ash Basin
Infinite
N/A
680.0
14.70
N/A
N/A
1,365
Jct
Net
Mass Flow
Ibm/sec
1
-189.5
2
0.0
11
189.5
Pipe Output Table
Pipe
Name
Vol.
Flow Rate
al/min
Velocity
feet/sec
P Static
Max
sia)
P Static
Min
(psia)
Elevation
Inlet
(feet
Elevation
Outlet
feet
dP Stag.
Total
sid
dP Static
Total
sid
1
Pie
682.3
4.376
16.28
15.43
656.0
654.0
-0.849675
-0.849675
2
Pie
1,364.6
5.262
44.17
41.33
665.0
660.0
2.838494
2.838494
3
Pie
1,364.6
3.556
44.29
44.27
665.0
665.0
0.014175
0.014175
4
Pie
0.0
0.000
49.14
44.37
654.0
665.0
4.762313
4.762313
5
Pie
682.3
7.577
48.94
43.99
654.0
665.0
4.954388
4.954388
6
Pie
682.3
7.577
48.94
43.99
654.0
665.0
4.955235
4.955235
7
Pie
0.0
0.000
44.37
44.37
665.0
665.0
0.000000
0.000000
8
Pie
682.3
1.935
44.35
44.35
665.0
665.0
0.001344
0.001344
9
Pie
682.3
4.376
16.28
14.57
658.0
654.0
-1.715551
-1.715551
10
Pie
0.0
0.000
16.43
14.70
658.0
654.0
-1.731750
-1.731750
X11
Pie
0.0
0.000
41.52
14.70
660.0
693.0
14.286940
14.286940
12
Pie
1,364.6
5.262
41.33
14.51
660.0
680.0
26.824303
26.824303
Pipe
dP
Gravity
sid
dH
feet
P Static
In
sia
P Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
1
-0.8659
0.037419
15.43
16.28
15.56
16.41
2
-2.1647
11.556359
44.17
41.33
44.36
41.52
3
0.0000
0.032742
44.29
44.27
44.37
44.36

AFT Fathom 7.0 Output
1/26/2010
The Shaw Group Inc.
AFT Fathom Model
Pipe
dP
Gravity
sid
dH
(feet)
P Static
In
sia
P Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
4
4.7623
0:000000
49.14
44.37
49.14
44.37
5
4.7623
0.443654.
48.94
43.99
49.33
44.37
6
4.7623
0.445610
48.94
43.99
49.33
44.37
7
0.0000
0.000000
44.37
44.37
44.37
44.37
8
0.0000.
0.003104
44.35
44.35
44:37
44.37
9
-1:7318
0.037417
14.57
16.28
14.70
16.41
10
-1.7318
0.000000
14.70
16.43
14.70
16.43
X11
14.2869
0.000000
41:52
14.70
41.52.
14.70
12
8.6588
41.958825
41.33
14.51
41.52
14.70
Jct
Name.
P Static
In
sia
P.Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
Vol. Flow
Rate Thru Jct
aUmin
1
Wastewater Collection Sum
14.70
N/A
14.70
N/A
N/A
2
Additional Primary Ash Basin
14.70
14.70
14.70
14.70
0.0
3
Wastewater Collection Sum Pump 1A
16.28
48.94
16.41
49.33
682.3
4
Branch
. 44.27
44.17
44.3E
44.3E
1,364.E
5
'Wastewater Collectiori Sum Pump 16
16.28
48.94
16.41
49.33
682.3
7
Tee or Wye
44.25
44.25
44.37
44:37
N/A
8
Tee or Wye
44.31
44.31
44.37
44.37
N/A
9
Bend
44.37
44.37
44.37
44.37
0.0
X10
Wastewater Collection Sum Pum I
16:43
49:14
16.43
49.14
0.0
11
Secondary Ash Basin
14.70
14.70
. 14.70
14.70
1,364.E
12
Tee or Wye
. 41.44
41.44
41.52
41.52
N/A
Jct
Mass Flow
Rate Thru Jct.
Ibm/sec
Loss
Factor: (K).
1
N/A
0.
2
0.00
0
3
94.77
0
4
189.54
0
5
94.77
0
7
N/A
0
8
N/A
0
9
0.00
0
X10
0.00
0
11
189:54
'0
12
NIA
0

19
PE
J3
A
Wastewater
Collection Sump
D49�
J11
Secondary
Ash Basin
Pb

AFT Fathom 7.0 Output 1/26/2010
The Shaw Group Inc:
AFT Fathom Model
General
Title: AFT Fathom Model '
Analysis run on: 1/26/2010 10:33:32 AM
Application version: AFT. Fathom Version 7.0 (2008:12.03)
Input File: T:\131861\Engr\Process\Calculations\WP.\Wastewater Collection Sump Pump (12 in discharge).fth
Output File: T:\131861\EngrlPr6cess\Calculations\WP\Wastewater Collection Sump Pump (12 in discharge)_1:out
Execution Time= 0.55 seconds
Total Number Of Head/Pressure Iterations= 1336
Total Number Of, Flow Iterations= 285
Total Number Of Temperature_ Iterations_= 0
Number Of Pipes= 12
Number Of Junctions= 11
Matrix Method= Gaussian. Elimination
Pressure/Head Tolerance= 0.0001 relative change
Flow Rate Tolerance= 0.0001 relative change
Temperature Tolerance= 0.0001 relative .change
Flow Relaxation= (Automatic)
Flow relaxation automatically lowered to 0.05
Pressure Relaxation= (Automatic)
Constant Fluid Property Model
Fluid Database: AFT Standard
Fluid: Water at 1 atm:
Max Fluid Temperature Data= 212 deg. F
Min Fluid Temperature Data= 32 deg. F
Temperature= 65 deg. F
Density= 62.34301. Ibm/ft3
Viscosity= 2.53423 Ibm/hr-ft
Vapor Pressure= 0.30169 psia
Viscosity Model= Newtonian
Atmospheric Pressure= 1 atm
Gravitational Acceleration= 1 g
Turbulent Flow Above Reynolds Number= 4000
Laminar Flow Below Reynolds Number= 2300
Total Inflow' 1,481 gal/min
Total Outflow= 1,481 gal/min
Maximum Pressure is 5105 psia at Junction 10 Outlet .
Minimum Pressure is 14.70 psia at Junction 2 Outlet
I Pump Summary
Jct
Name
Vol.
Flow
al/min
Mass
Flow,
Ibm/sec
dP
sid
dH
feet
Overall
Efficiency
Percent
Speed
Percent
3,
Wastewater Collection Sump Pump 1A
494:0
. 68:61
36.79
84.97
100.0
100A
5
Wastewater Collection Sump Pump 1B
1 493.7
68.58
36.79.
84.98
100.0
100.0
10
Wastewater Collection Su . mp Pump 1C
491.3
68.24'1
36.83
86.08
100.0
100.0

AFT Fathom 7.0 Output
The Shaw Group Inc.
AFT Fathom Model
Jct
Overall
Power
h
BEP
al/min
% of
BEP
Percent
NPSHA
feet
NPSHR
feet
3
10.60
N/A
N/A
3723
N/A
5
10.59
N/A
N/A
37.23
N/A
10
10.55
N/A
N/A
37:23
N/A
Reservoir Summary
1 /26/2010
Jct
Name
Type
Liq.
Height
feet
Liq.
Elevation
feet)
Surface
Pressure
(psia)
Liquid
Volume
(feet3
Liquid
Mass
Ibm
Net
Vol. Flow
al/min
1
Wastewater Collection Sump
Infinite
N/A
658.0
14.70
N/A
N/A
-1 470
2
Additional Prima Ash Basin
. Infinite
N/A
693.0
14.70
N/A
N/A
0
11
Secondary Ash Basin I
Infinite
N/A
680.0
1.4.70
NIA
N/A
1,481
Jct
Net
Mass Flow
Ibm/sec
1
-205.4
2
0.0
11
205.7
Pipe Output Table
Pipe
Name
Vol.
Flow Rate
al/min
Velocity
feet/sec
P Static
Max
sia)
P Static
Min
(psia)
Elevation
Inlet
(feet
Elevation
Outlet
feet
dP Stag.
Total
sid
dP Static
Total
sid
1
Pie
494.0
3.168
16.35
15.49
656.0
654.0
-0.857032
-0.857032
2
Pie
1,480.9
5.710
48.10
44.38
665.0
660.0
3.725208
3.725208
3
Pie
1,480.9
3.859
48.24
48.22
665.0
665.0
0.016590
0.016590
4
Pie
491.3
5.456
53.05
48.19
654.0
665.0
4.865161
4.865161
5
Pie
493.7
5.483
53.01
48.14
654.0
665.0
4.8660391
4.866039
6
Pie
494.0
5.486
53.00
48.14
654.0
665.0
4.866118
_ 4.866118
7
Pie
491.3
1.394
48.33
48.33
665.0
665.0
0.001117
0.001117
8
Pie
984.5
2.793
48.29
48.29
665.0
665.0
0,004284
0.004284
9
Pie
493.7
3.166
16.35
14.63
658.0
654.0
-1.722916
-1.722916
10
Pie
491.3
3.151
16.35
14.63
658.0
654.0
-1.722998
-1.722998
X11
Pie
0.0
0.000
44.60
14.70
660.0
693.0
14.286940
14.286940
12
Pie
1,480.0
5.710
44.38
14.48
660.0
680.0
29.902481
29.902481
.Pipe
dP
Gravity
sid
dH
feet
P Static
.In
sia
P Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
1
-0.8659
0.020425
15.49
16.35
15.56
16.42
2
-2.1647
13.604491
48.10
44.38
48.32
44.60
3.
0.0000
0.038319
48.24
48.22
48.34
48.32

AFT Fathom 7.0 Output
The Shaw Group Inc.
AFT Fathom Model
Pipe
dP
Gravity
sid
dH
feet
P Static.
In
sia
P Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
4
4.7623
0.237559
53.05
48.19
53.25
48.39
5
4.7623
0.239586
53.01
48.14
53.21
48.34
6
4.7623
0.239769
53.00
48.14
53.21
48.34
7
0.0000
0.002580
48.33
48.33
48.35
48.34
8
0.0000
0.009894
48.29
48.29
48.34
48.34
9
-1.7318
0.020406
14.63
16.35
14.70
16.42
10
-1.7318
0.020217
14.63
16.35
14.70
16.42
X11
14.2869
0.000000
44.60
14.70
44.60
14:70
12
8.6588
49.068807
44.38
14.48
44.60
14.70
All Junction Table
Jct
Name
P Static
In
sia
P Static
Out
sia
P Stag.
In
sia
P Stag.
Out
sia
Vol. Flow
Rate Thru Jct
al/min
1
Wastewater Collection Sum
14.70
N/A
14.70
N/A
N/A
2
Additional Primary Ash Basin
14.70
14.70
14.70
14.70
0.0
3
Wastewater Collection Sump Pump 1A
16.35
53.00
16.42
53.21
494.0
4
Branch
48.22
48.10
48.32
48.32
1,480.9
5
Wastewater Collection Sump Pump 1B
16.35
53.01
16.42
53.21
493.7
7
Tee or Wye
48.23
48.23
48.34
48.34
N/A
8
Tee or Wye
48.27
48.27
48.34
48.34
N/A
9
Bend
48.19
48.33
48.39
48.35
491.3
10
Wastewater Collection Sump Pump 1 C
16.35
53.05
16.42
53.25
491.3
11
Secondary Ash Basin
14.70
14.70
14.70
14.70
1,480.9
12
Tee or Wye
44.50
44.50
44.60
44.60
N/A
Jct
Mass Flow
Rate Thru Jct
Ibm/sec
Loss
Factor (K)
1
N/A
0.0000
2
0.00
0.0000
3
68.61
0.0000
4
205.70
0.0000
5
68.58
0.0000
7
N/A
0.0000
8
N/A
0.0000
9
68.24
0.2095
10
68.24
0.0000
11
205.70
0.0000
12
N/A
0.0000
1/26/2010
4/4

ov� Pump size & type : 4FRBH111
FLOWSERVE Based on curve no. ER4508
N4.-° Number of stages ; 1
Customer Shaw Power Group Capacity : 500.0 USgpm
Item number OCWP-PMP-0001A/B/C Head 85.00 ft
Service Specific gravity 1.000
Vendor reference : 9768 Version 1 Pump speed 1780 rpm
Date January 19, 2010
CURVES ARE APPROXIMATE, PUMP IS GUARANTEED FOR ONE SET OF CONDITIONS, CAPACITY, HEAD, AND EFFICIENCY.
20
CL 15 ILE
5 REM
1Mm
10
REFORMMINIMUM
5
0—
160 — 80
IFEN
140 70
120 60
ri
100 50
Kul
80 40
�III W
60h1q130
40 20
20 In
mill10
Bea
3.1
° 1 0
0 200 400 600 800 1000 1200 1400 1600
Capacity - USgpm
■ ��ututirtrn
�
Copyright ©2009 Flowserve. All rights reserved. FlowSelex v2.0
I/ iofi

Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
Cover
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duke Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
SANITARY SEWER PACKAGE PLANT
RSVISIO.N A ...'.. B 01 2 3 -
REV. DATE 12/18/09 1/26/10
REV. DESC. IFRC IFA
PREPARER B. Sturgies
LEAD ENG. B. McDowell
PROJECT ENG, R. Gilbert
This document contains Proprietary information ofs11aw and is to be returned upon request. Its contents may not be copied, disclosed to third parties, or
used for other than the express purpose for which it has been provided without the, written consent of Shaw.

haws
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
2 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duke Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
1.0 GENERAL.......................................................................................................................................3
1.1
SCOPE............................................................................................................................................3
1.2
INSTALLATION SITE.................................................................................................................. 3
1.3
FURNISHED BY THE SELLER...................................................................................................
3
1.4
FURNISHED BY THE PURCHASER.......................................................................................... 4
1.5
CODES AND STANDARDS......................................................................................................... 4
2.0
REQUIREMENTS...........................................................................................................................5
2.1
PERFORMANCE...........................................................................................................................5
2.2
CONDITIONS OF SERVICE........................................................................................................
5
2.3
TECHNICAL..................................................................................................................................6
2.4
WELDING........................................:.............................................................................................
9
2.5
SHOP CLEANING.........................................................................................................................
9
2.6
SHOP COATING.........................................................................................................................
10
2.7
...........................................................................................
PREPARATION FOR SHIPMENT ..
10
2.8
DATA AND DRAWINGS...........................................................................................................
11
2.9
SELLER RESPONSIBILITIES....................................................................................................
11
2.10
EXAMINATION AND TESTS....................................................................................................
11
2.11
INSPECTIONS BY PURCHASER..............................................................................................
12
3.0 ATTACHMENTS..........................................................................................................................12
4.0 REFERENCE DOCUMENTS.......................................................................................................12

f
Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
3 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
1.0 GENERAL
1.1 SCOPE
This specification details the technical and quality assurance requirements for furnishing and delivering
the Sanitary Sewer Package Plant (hearinafter referred to as the SSPP) for the Duke Buck Steam Station
CTCC Project. The SSPP will process domestic sewage from the Plant CTCC Administration Building,
which gravity drains to the SSPP.
The SSPP shall be of the activated sludge process type utilizing an extended aeration principle of
operation and shall be fully factory -assembled for delivery to the site.
1.2 INSTALLATION SITE
The specified equipment will be erected and operated at the Buck Station power plant in Salisbury,
North Carolina. This will be a new 620 MW combined cycle power plant and consists of two (2)
General Electric 7FA gas turbine generators (GTG), two (2) heat recovery steam generators (HRSG),
one (1) steam turbine generator (STG), associated power block and balance of plant (BOP) equipment.
1.3 FURNISHED BY THE SELLER `
1.3.1 Materials and Services
The Seller shall furnish one (1) factory assembled, pre -plumbed, pre -wired, steel tank
construction, extended aeration design package plant designed to process 630 gpd of
domestic sewage. The package plant shall be complete with:
a. Screening section
b. Sludge holding chamber with aeration diffusers, piping and valves
c. Aeration chamber with aeration diffusers, piping and valves
d. Clarifier chamber with airlift pump type sludge return/recirculation system,
scum/skimming recirculation system, airlift pumps, piping and valves
e. Chlorine contact chamber with tablet style chlorinator feeder
f. Aeration air supply system with redundant blowers, piping and valves
g. All instrumentation, controls and control panels necessary to provide a complete
operational system
h. Service walkways to completely cover all SSPP tank openings and provide access to
Seller -supplied equipment
i. Sacrificial anode type cathodic protection system — anodes, wiring and connections on
the SSPP
j. All lifting attachments required for unloading, setting and maintaining Seller -supplied
components
k. Internal and external surface coatings for all carbon steel surfaces (external only for
carbon steel piping)

i
f
Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
4 of 12
REVISION
B
CLIENT
Duke Energy
OJECT
Duck Buck Station CTCC
rXT1iTLE-
Sanitary Sewer Package Plant
1. Documentation as identified in Reference Document — Schedule of Required Vendor
Documentation.
1.3.2 Guarantees
The Seller shall guarantee that, based on the influent described in Section 2.2 of this
specification, the SSPP effluent will limit the following listed pollutants to the maximum
values stated below:
a. Monthly average of 5-day BOD5 :90 mg/L
b. TSS :!930 mg/L
c. NH3 515 mg/L
d. Fecal Coliforms :!�200 colonies/100 ml
1.4 FURNISHED BY THE PURCHASER
Foundation pad for equipment in accordance with Seller requirements
Anchoring rods (type, size, number, location and attachment details to be identified by Seller)
Field unloading and installation of SSPC in accordance with Seller's installation instructions.
Mechanical joint fittings for connection of Seller -supplied influent and effluent nozzles to Purchaser -
supplied piping systems.
Tie-in of all piping, power and wiring connections to site utilities and electrical cable entries into control
panels, including interconnection of piping and wiring which may have been disconnected at the factory
for shipping purposes.
Field touch-up painting of areas damaged during installation.
1.5 CODES AND STANDARDS
The following Codes and Standards shall, to the extent specified herein, form a part of this specification.
Where a specific edition date is not indicated for a code or standard, the latest edition (including latest
published addenda) in effect at the time of the Purchaser order award shall apply unless otherwise noted.
American National Standards Institute (ANSI)
B16.5
B16.11
B 16.25
Pipe Flanges and Flanged Fittings
Forged Fittings, Socketwelding and Threaded
Buttwelding Ends
American Society of Mechanical Engineers (ASME)
B1.20.1 Pipe Threads, General Purpose (Inch)
American Welding Society (AWS)
AWS D1.1 Structural Welding Code -Steel

Shave @
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
5 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
American Society for Testing and Materials (ASTM)
A653
American Water Works Association (AWWA)
C110/A21.10
National Fire Protection Association (NFPA)
70
Standard Specification for Steel Sheet, Zinc -
Coated (Galvanized) or Zinc -Iron Alloy -Coated
(Galvannealed) by the Hot -Dip Process
Ductile -Iron and Gray -Iron Fittings
National Electrical Code
National Electrical Manufacturers Association (NEMA)
North Carolina Building Code (NCBC)
Occupational Health and Safety Administration (OSHA) Regulations
Underwriter's Laboratories (UL)
Seller's design and materials shall comply with all Federal, State, County and Municipal codes,
laws and ordinances as applicable for the scope of work
2.0 REQUIREMENTS
2.1 PERFORMANCE
The SSPP shall be designed to deliver effluent over the full range of operating conditions with a quality
of:
_<30 mg/l BOD5
' 0 mg/l TSS
515 mg/1 Ammonia
!!�200 colonies/100 ml Fecal Coliforms
2.2 CONDITIONS OF SERVICE
The SSPP will be located outdoors and underground on a Purchaser -supplied pad. The top of the SSPP
will be flush with grade.
Refer to Reference Documents for design ambient conditions and seismic design criteria for North
Carolina Building Code requirements.
The influent to the plant is domestic sewage from the Purchaser's CTCC Project Administration
Building, which gravity drains to the Sanitary Sewer Package Plant. The peak influent flow rate is
approximately 74 gallons per minute, which is based on the total number'of drain fixture units tabulated

�a
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: 13UKOC-SP-M-TW-03
PAGE
6 of 12
REVISION
B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
for the plumbing fixtures in the plant buildings.
The plant shall be designed for treating a total of 630 gallons per day of 350 mg/1 BOD5, 350 mg/l TSS
domestic sewage. The plant shall be designed to handle average daily flows fluctuating over the range of
60% to 100% of design flow and peak hourly flow rates not to exceed 200% of the design flow while
achieving the effluent pollutant guaranteed values identified in Section 2.1 of this specification.
Electrical power will be available for power and control services at 480 V and 208/120V and 120 V
unregulated.
2.3 TECHNICAL
2.3.1 General
The design shall provide for a minimum of field welding and bolting of the component
parts. The equipment shall be shop assembled and fitted to the maximum degree
practicable.
All piping shall be a minimum schedule 40 construction.
Except for the influent and effluent connections, all piping fittings and connections shall
comply with ANSl/ASME B 16.5, B 16.11, 16.25 and B 1.20.1, as applicable.
The influent and effluent connection dimensions shall be designed to accommodate
mechanical joint fittings. The connections will need to be fabricated to match the outside
diameter of the 6" ductile iron piping supplied by the Purchaser. Plain -end pipe dimensions
are provided in Table 3 of AWWA C110/A21.10.
The influent connection shall be located on the side wall of the SSPP and the effluent
connection shall be located on the end wall of the SSPP (refer to Attachments A and B).
Support and foundation loads for all Seller supplied equipment, including dead loads,
operating loads, and any special foundation or support requirements, shall be clearly
indicated by Seller on Seller's drawings. Loads shall be listed as individual load cases (i.e.
Dead Load, Operating Load, etc.) in accordance with Attachment E, Civil Structural Design
Criteria.
Design of all equipment shall be such that all loads, forces and moments are resolved into
the foundation supports. Anchor rod type, number, diameter, location and attachment
details shall be determined by the Seller.
Essential rotating -type equipment (i.e. fans and blowers) shall be redundant where feasible
to Seller's design.
Electrical control panels, junction boxes, instrumentation and components shall comply with
the National Electrical Code, as applicable for each item.
All documents, calculations, engineering units, scales, displays, etc. shall be in English
units.
Exposed rotating machinery components shall be provided with OSHA -compliant guards.
Tank openings shall be completely covered by grating to minimize safety hazards. Areas
requiring maintenance access shall be hinged for ease of access.

Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
7 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duck Buck station CTCC.
TITLE
Sanitary Sewer Package Plant
2.3.2 Materials
It is the intent of this specification that the Seller selects materials suitable for the purpose
intended subject to the limitations imposed by this specification and other applicable codes
and standards.
2.3.3 Flow Path Design
Seller's standard design shall be employed, except where noted in the following sections. If
an item or function is not mentioned, it does not mean that it is not required. It simply
means that the Seller is expected to use Seller's proven design approach in the construction
of the SSPP. Refer also to Section 2.3.1 for general requirements that are to be applied.
2.3.3.1 Inlet Bar Screen
Seller's standard design shall be applied, except that the openings between the bars shall be
between'/z" to %" nominal size.
2.3.3.2 Sludge Chamber
Seller's standard design shall be applied, with the exception that the sludge chamber shall be
sized to hold a minimum of thirty (30) days accumulation of sludge based on the average
daily influent flow rate.
2.3.3.3 Aeration Chamber
The aeration chamber shall be sized to provide a minimum of twenty-four (24) hours
retention of the average daily influent flow (a minimum of 630 gallons).
2 x 100% capacity blowers shall be included in the design. Each blower shall have the
appropriate air delivery capacity at the required operating pressure (to be determined by the
Seller). The blowers shall be sized to include up to 10 scfin for chamber aeration and sludge
aeration at a rate of thirty (30) scfiu/1000 R3 of sludge. Controls shall allow for selection of
lead and lag blower with automatic lead/lag alternation.
Blowers shall include mufflers on the discharge. Seller to identify expected noise levels at 3
ft horizontal distance with and without muffler.
2.3.3.4 Clarifier Section
Seller's standard design shall be applied, except that the clarifier section shall be sized to
provide a minimum of four (4) hours retention based on the same design flow rate governing
the aeration chamber design.
2.3.3.5 Chlorine Contact Section
Tablet -style chlorination shall be utilized.
The chlorine chamber shall be sized to provide a minimum of thirty (30) minutes retention.
2.3.4 Electrical
a. Refer to specification BUKOC-SP-E-GN-01 for the project electrical requirements.
2.3.5 Cathodic Protection System
Seller shall provide a cathodic protection system based on use of sacrificial anodes. Seller

99
huW ©
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
8 of 12
REVISION
B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
shall select the necessary quantity of anodes based on a ;40-year life without replacement.
Purchaser will provide the soil resistivity data from the site geotechnical survey for use in
Seller's calculations.
Anodes shall be high potential magnesium alloy with following chemical analysis:
Element
Percentage content
Aluminum
5.0 to 7.0
Manganese
0.15, minimum
Zinc
2.0 to 4.0
Silicon
0.30, maximum
Copper
0.1, maximum
Nickel
0.003, maximum
Iron
0.003, maximum
Other
0.30, maximum
Magnesium
Remainder
The anodes shall have a galvanized steel core cast into the full length of the anode with 10
feet of #12 AWG TW insulated lead conductor attached. The lead wire shall be silver -
soldered to the core strap and the connection well -insulated by potting.
The anodes shall be delivered pre -packaged in a cotton bag filled with a mixture of 75%
hydrated gypsum, 20% Wyoming HI-Jel Bentonite and 5% sodium sulfate.
Leads to galvanic anodes shall be TW (moisture -resistant thermoplastic) insulated wire.
Sizes shall be as specified or shall be selected by the Seller to be adequate for Seller's
design.
2.3.6 Instrumentation
a. Refer to specification BUKOC-SP-N-IN-01 for the project instrumentation and controls
requirements.
2.3.7 Approved Suppliers
a. Refer to specification BUKOC-AT-M-HX-02-0 1 for the project Approved Suppliers
List.
2.3.8 Shop Assembly
The SSPP shall be shop assembled to the maximum extent possible to minimize field
erection activities.

Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
9 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
Seller shall clearly identify shipping splits, if required, and all other field connection and
assembly points on submittal documents prior to shipment.
2.3.9 Marking
Refer to Reference Document BUKOC-SP-G-001 General Technical Requirments for
requirements related to nameplates, tagging and match marks. Equipment such as pumps,
blowers, instruments and control panels are to be provided with tags.
All items shall be identified with appropriate mark numbers to permit ready identification at
the jobsite. The Seller's proposed identification system for items shipped by Seller or
Seller's subsuppliers to the jobsite shall be subject to review by the Purchaser.
2.4 WELDING
2.4.1 General
Prior to welding any equipment, the Seller shall have on file and make available to the
Purchasers' QC Representative upon request, copies of the welding procedures and welding
procedure qualifications and the heat treating procedures for each metal to be welded.
All welding procedures shall be qualified in accordance with AWS D1.1. Note that Seller
shall submit procedures to Purchaser for review purposes (refer to reference document
BUKOC-SORVD-M-OC-01, Schedule of Required Vendor Data).
Welding shall not be performed on carbon steel and low alloy materials that are below a
minimum temperature of 50°F.
Only low -hydrogen type electrodes shall be used to weld carbon and low alloy steels when
the shielded metal and welding (SMAW) process is selected for production.
When welding low -alloy steel, the minimum preheat and maximum interpass temperature to
be used in production shall be qualified. When welding low -alloy steel and post weld heat
treatment (PWHT) is mandatory, the PWHT shall be accomplished immediately following
completion of the weld and prior to the removal of the preheat. However, PWHT may be
postponed after completion of the weld if, immediately after the weld is completed, the weld
is maintained at a minimum temperature of 300°F or the preheat temperature, whichever is
greater, for two hours per inch of thickness.
The Seller is to note that, where materials which require impact properties are to be welded,
the weld and procedure qualifications must also include impact tests.
2.5 SHOP CLEANING
2.5.1 General
Cleaning of surfaces which are not to be painted or coated shall be done according to the
Seller's best recommended practice, and it shall achieve the cleanliness level described by
the acceptance criteria and specific requirements described below.
Parts or subassemblies that may have crevices or inaccessible surfaces after assembly shall
be cleaned, as well as practicable, prior to assembly.

Shaw'
PROJECT SPECIFICATION
J.OJW.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
10 of 12
REVISION
B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
2.5.2 Acceptance Criteria
Machined or mating surfaces shall be free of rust.
Abrasive blasting of noncorrosion-resistant materials shall be in accordance with SSPC SP6.
All surfaces shall be cleaned of all contaminants such as sand, metal chips, weld slag, oils,
paint, and preservatives, as determined by a visual examination.
2.6 SHOP COATING.
All internal and external carbon steel surfaces shall be coated in accordance with Seller's standard
coating system suitable for underground installations.
Seller shall identify for record purposes the manufacturer and product trade name designation for each
coating type applied.
2.7 PREPARATION FOR SHIPMENT
2.7.1 Packaging
Packaging shall be adequate to prevent contamination, mechanical damage, or deterioration
of the item supplied, as defined in the requirements listed below. These requirements are
applicable immediately after manufacture.
Items shall be inspected for cleanness immediately before packaging. Cleaning acceptance
criteria are invoked as defined in this specification. Any entrapped water shall be removed
and surfaces thoroughly dried.
All openings into items shall be sealed or plugged.
All field connection end preparations shall be protected against physical damage.
The outermost covering shall be clearly marked with the complete Seller identification,
which shall include weight.
The center of lifting points shall be identified.
All items subject to corrosion shall be suitably protected.
2.7.2 Shipping
Where special shipments are to be made, e.g., items that exceed weight limitations for
railroads or highways or require special handling, a detailed procedure shall be sent to the
Purchaser for approval.
The weight and lifting points indicated on the crate, skid, or package shall be utilized for all
handling procedures.
Written instructions covering the location and stacking limits of the crates or boxes on the
transport vehicle shall be specified. These should be marked on the container.
2.7.3 Provision for Storage
It is expected that the equipment covered by this specification will be stored outdoors on
cribbing, but with no other protection, at the jobsite for several months. Any special storage
requirements specified by the Seller shall be forwarded to the jobsite with shipment.

Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
11 of 12
REVISION7
B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
2.8 DATA AND DRAWINGS
2.8.1 Drawings
After the purchase order is placed, the Seller shall submit all drawings in accordance with
the agreed -upon schedule. The Seller shall submit drawings and other documents in
accordance with reference document BUKOC-SORVD-M-OC-01, Schedule of Required
Vendor Data.
1. The Seller shall provide documentation electronically in ".pdf' format.
2. Data presented by the Seller shall be in Microsoft Excel format.
3. Seller shall provided preliminary IOM manuals and final IOM manuals in accordance
with Schedule of Required Vendor Data.
4. One (1) set of final instruction manuals shall be packaged and sent with the equipment to
the site. A parts list shall accompany each set of instructions.
2.9 SELLER RESPONSIBILITIES
The Seller shall impose on each subsupplier, the applicable requirements of this specification. Seller
shall be directly responsible that the subsuppliers are completely aware of these requirements, and that
items and services meet specified requirements. Requirements shall apply to lower tier subcontractors
and suppliers, including Purchaser's access (accompanied by Seller) to facilities and records.
Should conflicts arise between this Specification and other documents of the purchase order, it shall be
brought to the attention of the Purchaser in writing. The Seller shall proceed based upon the written
resolution of the conflict provided by the Purchaser.
The Seller shall promptly document and notify the Purchaser of all deviations and nonconformances
from the requirements of this specification and from Seller -supplied documents previously approved by
the Purchaser. No deviation or nonconformance from. these documents shall be binding until approved
in writing by the Purchaser.
2.10 EXAMINATION AND TESTS
2.10.1 Electrical
All circuits shall be checked for continuity.
Wiring 480V and above shall be tested for insulation resistance.
Motor insulation resistance shall be measured at 10 megohms or higher.
2.10.2 Mechanical
Proper rotation of motors shall be verified.
Welds shall be visually inspected in accordance with AWS D1.1.
Coating shall be holiday tested and free from pinholes or other conditions deleterious to
coating and component life.

J!
haws
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-M-TW-03
PAGE
12 of 12
REVISION
I B
CLIENT
Duke Energy
PROJECT
Duck Buck Station CTCC
TITLE
Sanitary Sewer Package Plant
2.11 INSPECTIONS BY PURCHASER
Refer to BUKOC-IAL-M-OC-01 Inspection Attributes List for Purchaser's minimum listing of
inspection activities. This document defines Purchaser's representative participation level. Note that
this document is not intended to remove or minimize Seller's internal procedures to ensure quality.
The following are mandatory hold points for which prior notification is required:
a. Final inspection prior to packaging for shipment
3.0 ATTACHMENTS
None
4.0 REFERENCE DOCUMENTS
Document Number
Document Name
BUKOC-AT-M-HX-02-01
Recommended Sub Supplier List
BUKOC-SORVD-M-OC-01
Schedule of Required Vendor Data
BUKOC-IAL-M-OC-01
Inspection Attribute List
BUKOC-SP-G-001
General Technical Requirements
BUKOC-SP-C-SI-03
General Civil/Structural Requirements
BUKOC-SP-E-GN-01
General Electrical Requirements
BUKOC-SP-E-MT-01
Specification for NEMA Frame AC Induction Motors
BUKOC-SP-M-VA-18
Specification for Motor Operated Valve Actuators
BUKOC-SP-N-IN-01
General Instrumentation and Control Requirements
BUKOC-SP-N-CL-01
General Requirements for Programmable Logic Controllers
BUKOC-PC-P-WT.00.PL-01
Piping Plan at Sanitary Package Plant
BUKOC-PC-P-WT.00.SD-01
Piping Profile at Sanitary Package Plant

Shave®
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS I
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: COVER
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
SUMP PUMPS
REVISION
A
B
C
0
1
2
REV. DATE
12/17/2009
REV. DESC.
IFRC
PREPARER
LEAD ENG.
PROJECT
This document contains proprietary information of Shaw and is to be returned upon request Its contents may
not be copied, disclosed to third parties, or used for other than the express purpose for which it has been
provided without the written consent of Shaw.

'
Shawn
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: TOC
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
TABLE OF CONTENTS
Section
PaR
1.
GENERAL AND SCOPE....................................................................................................1
1.1
GENERAL..........................................................................................................................1
1.2
APPLICABLE DOCUMENTS.......................................................................................... 1
1.3
SCOPE OF SUPPLY.......................................................................................................... 2
2.
TECHNICAL REQUIRMENTS.........................................................................................4
2.1
CONDITIONS OF SERVICE............................................................................................ 4
2.2
PERFORMANCE REQUIREMENTS............................................................................... 4
2.3
GUARANTEES.................................................................................................................. 4
2.4
DESIGN REQUIREMENTS.............................................................................................. 5
2.5
ELECTRICAL REQUIREMENTS.................................................................................... 8
2.6
CONTROLS....................................................................................................................... 9
2.7
WELDING..........................................................................................................................9
2.8
NOISE...............................................................................................................................
10
3.
QUALITY ASSURANCE.................................................................................................10
3.1
TESTS AND INSPECTIONS...........................................................................................
10
4.
SUPPLEMENTARY REQUIREMENTS.........................................................................11
4.1
CLEANING, SURFACE PREPARATION AND PAINTING ........................................
11
4.2
PACKAGING FOR SHIPMENT/STORAGE..................................................................
11
4.3
SPARE PARTS AND SPECIAL TOOLS........................................................................
11
4.4
DOCUMENTATION REQUIREMENTS........................................................................
11
4.5
INSTALLATION, OPERATION, AND MAINTENANCE INSTRUCTIONS ..............
12
4.6
SCHEDULE......................................................................................................................12
ATTACHMENTS
ATTACHMENT 1 TECHNICAL DATA SHEETS BY SELLER

''..
IL
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PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 1 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
I LOCATION:
SALISBURY, NORTH CAROLINA
1. GENERAL AND SCOPE
1.1 General
This specification, subject to the requisition and Project Documents in section 1.2.2, detail the
performance, design and manufacturing requirements for furnishing and delivering sump pumps
and associated equipment.
The General Technical Requirements Specification BUKOC-SP-G-001 covers the following
Plant information and Project general requirements:
1. The Project (Description, Site Conditions, Fluid Properties, ect)
2. Codes And Standards
3. General Design Criteria
4. Materials
5. Welding General Requirements
6. Surface Preparation and Coating
7. Structural Requirements
8. Electrical Requirements
9. Tagging and Marking
10. Documentation
11. Special Tools and Spare Parts
12. Field Service
13. Quality Control
14. Hazardous Materials
15. Packaging and Delivery
Sump pump types covered by this specification are:
• Vertical pumps with extended shafts for motor mounting above the waterline
® Pumps of the submerged type where both motor and pump are below the waterline
1.2 Applicable Documents
1.2.1 Codes and Standards
Equipment covered in the specification shall comply with the latest edition of the following
applicable codes and standards:
Hydraulic Institute Standards (HI)

LA","'.
shaw e
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 2 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
American National Standard Institute (ANSI)
Institute of Electrical and Electronics Engineers (IEEE)
National Electrical Manufacturers Association (NEMA)
American Society of Mechanical Engineers (ASME)
American Society for Testing and Materials (ASTM)
1.2.2 Project Documents
In addition to the above industry codes and standards, the equipment design, manufacture
and test will comply with the requirements of the following Project Specifications and
documents:
• General Technical Requirements Specification
• Pump Data Sheets
o Filtered Water Clearwell Sump Pumps
o HRSG Blowdown Sump Pumps
o Wastewater Sump Pumps
• Motor Requirements:
o Low Voltage AC Induction Motors
• Schedule of Required Vendor Data (SORVD)
• Inspection Attributes List
1.3 Scope of Supply
1.3.1 Furnished by Seller
BUKOC-SP-G-001
BUKOC-DS-M-PP-06-01
BUKOC-DS-M-PP-06-02
BUKOC-DS-M-PP-06-03
BUKOC-SP-E-MT-01
131861-P113-404-003-01
131861-P113-405-001-01
The Seller shall furnish the pump sets itemized in Table 1.1.
All equipment shall be provided as a complete package of components for the pumpset
required to develop the performance conditions outlined on the data sheets. The equipment
shall be suitable for continuous operation at the design condition unless otherwise stated on
the datasheets. Each pump package shall include the following as a minimum:
o Pump with pumping element, seals, bearings lubrication system, etc as required
• Driver
• Motor Starter as required

�+
�7heaws
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 3 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
• Flexible or rigid coupling and coupling guard, as required
• Soleplate or baseplate/support system, as required
• Discharge piping and supports from the pump discharge to the pump support/mounting
plate, as applicable
• Prime and finish painting of all equipment to meet Purchaser's requirements or
manufacturer's standard if not specified herein
• Control panels and sump level floats/switches as specified in the pump datasheet
• One complete set of consumbable spare parts per pumpset for use in preparation for
commercial operation
• Documentation as specified herein including certified pump performance curves
• Installation, Operation and Maintenance Manuals
• Packaging and
• Shipping to the jobsite
1.3.2 Furnished by Purchaser
The Purchaser shall furnish the following:
• Handling, unloading and erection
• Foundation provisions and anchor bolts as required
• Sump as required
• External connections to piping, controls and electrical systems (External piping shall be
supplied by the Purchaser to a single point of connection)
• Field painting as applicable
TABLE 1-1
Item /
Data
Sheet
No.
Pump Name & Service
Qty
Pump ID Numbers
1
Filtered Water Clearwell Sump Pumps
2
1 OYF-PMP-0002
2
HRSG Blowdown Sump Pumps
3
IOBD-PMP-0001-A/B/C
3
Wastewater Sump Pumps
3
IOWP-PMP-0001-A/B/C

Shaver®
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 4 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
2. TECHNICAL REQUIRMENTS
2.1 Conditions of Service
2.1.1 General
The pumps shall be designed for continuous and intermittent operation for the conditions
listed on the data sheets.
2.1.2 Project Type and Site Conditions
The project type and site conditions are given in BUKOC-SP-G-001 General Technical
Requirements
2.2 Performance Requirements
The performance requirements are given in the data sheets referenced in Section 1.2.2.
The Seller shall specify the minimum submergence required for continuous operation. The
submergence shall be enough to prevent pump cavitation and sump vortex formation
considering the pump arrangement and sump configuration.
As applicable, the Seller shall indicate the required minimum continuous flow for
continuous operation to prevent overheating or excessive vibration of the pump assembly.
Head shall be measured from the centerline of the discharge nozzle located about the sole or
baseplate, as applicable.
The Seller shall specify the minimum required distance from the bottom of the pump inlet to
the bottom of the sump. Each pump furnished shall perform within the following:
1. Capacity, gpm, without negative tolerance and plus 10 percent tolerance at the
guaranteed head.
2. NPSH/submergence required, ft, without positive tolerance.
3. Total head, ft, without negative tolerance and plus 5 percent, tolerance at the
guaranteed capacity (design flow).
4. Pump efficiency, percent, without negative
The impeller diameter selected for each pump shall not exceed 90 percent of the maximum
diameter available for the casing.
Nominally, the rise to shutoff from the rated point shall be approximately 115 percent.
2.3 Guarantees

Shaw ®
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 5 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
The Seller shall guarantee the pump performance under the conditions stated in the
datasheets.
All equipment shall be warranted by the Seller against defective material, design and
workmanship for one year after being placed in service, but not more than 18 months after
date of shipment.
If any malperformance or defects occur during the guarantee and warranty period, the Seller
shall make all necessary alternations, repairs, and replacements, free of charge, free on board
factory. Field charges, if any, shall be subject to neogotiations between the Seller and the
Purchaser.
The equipment shall be guaranteed for satisfactory performance at the operating condition
specified on the data sheet. Field checks on performance, when made by the Purchaser, shall
be made within 60 days of initial operation.
2.4 Design Requirements
2.4.1 General
The datasheets indicate the type of pump and mounting required.
2.4.2 Materials
All materials offered shall be those proven by service in similar pump designs and for
similar operating conditions. The wetted materials are listed in the datasheets. No lined
pumps shall be used. The Seller can offer a qualified alternative if his experience illustrates
superior service.
All austenitic stainless steel shall be furnished to the Purchaser in the solution annealed
condition. The heat input at the welding processes shall be such that severe sensitization of
the weld zone is avoided.
Hardness of welded parts is a function of service.
Products which contain asbestos are prohibited. This prohibition includes items such as
packings or gaskets even though the item is encapsulated or the asbestos fibers are
impregnated with binder material. Alternative materials will be proposed for the approval of
the Purchaser.
2.4.3 Pump Casing and Impeller and Wear Parts
The pump casing water passages shall have a smooth finish and be free from pockets or
crevices. The casing shall be machined with a registering fit to the column pipe.

Shaw
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.OJW.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 6 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
The casing wall thickness shall have a 1/8 in. minimum corrosion allowance applied in all
areas exposed to the pumped liquid.
The discharge nozzle shall be flanged to ANSI B16.5 for the pressure and temperature
involved.
A strainer shall be supplied at the pump inlet. The strainer area shall be nominally four times
the inlet area. The strainers shall prevent entrance of solids larger than impeller can safely
pass.
Wear rings shall be of materials that will not gall on contact and shall be designed for ease
of replacement.
The impeller may be open, semi -open, or closed type. If open or semi -open impellers are
used, provisions shall be made in the design to allow adjustment of the rotor to restore the
clearance between the impeller and the suction cover in the event of wear.
The impeller attachment shall be a positively -locking method that prevents inadvertent
loosing of the impeller due to rotation or load. Impellers shall be designed for hydraulic
balance and checked for dynamic balance.
2.4.4 Shaft
Shafts shall be sized for all modes of operation. Shafts shall be sized so that either the first
critical speed is above the running speed by 25 percent or is no more than 80 percent of the
running speed.
2.4.5 Bearings
Antifriction bearings shall be used and shall have an L-10 life of 25,000 hr, minimum. The
25,000 hour life shall be determined from the rating life, L-10, as calculated in Standard 9 or
11 of ANSI/AFBMA.
The method of bearing lubrication and the lubricant used shall be that recommended by the
Seller.
Bearings shall be mounted in housings that are dust, oil, and grease tight and which allow
removal of rotors without disturbing bearing adjustments.
The material for the sleeve bearings which are lubricated by the pumped fluid shall be that
recommended by the Seller. If external lubrication is required, the Seller shall furnish and
install all necessary piping, tubing, and valves.

Shaw
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 7 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
2.4.6 Thrust Bearings
The Thrust Bearing for the assembly shall be located either at the mounting plate or in the
motor. The thrust bearing shall be an anti -friction ball, roller or spherical roller bearings. If
thrust bearings are located at the mounting plate, they shall be in a completely sealed
bearing housing to exclude moisture and dirt. Thrust bearings shall be removable and
replaceable without dismantling the pump. Thrust bearings shall be rated for L-10 bearing
life for a minimum of three years (25,000 hours), with continuous operation at rated pump
conditions.
2.4.7 Shaft Seals
Shaft sealing may be the Seller's recommended type for the service, subject to approval by
the Purchaser. If packing is used, the packing gland shall be split to facilitate repacking of
the pump.
2.4.8 Column Pipe
The column pipe sections shall be joined together using bolted flange type connections. The
flanges shall be machined with center registering fits for alignment to each other and to the
bowl assembly.
Intermediate bearings, if required, shall be supported by the column pipe. Intermediate
bearings shall be placed at no greater than five (5) feet intervals.
2.4.9 Support Plate
The pump support plate shall be designed to support the pump and driver assembly. The
pump support plate shall be machined with a register fit to the motor support, bearing
bracket, and column pipe.
The motor support shall be designed to provide a rigid support for the driver and thrust
bearing assembly. The design shall permit access to the flexible coupling, thrust bearing
assembly, and stuffing box.
Specific pump support structural requirements must be identified to the Purchaser to
properly support the unit, if this is the case.
2.4.10 Coupling
The coupling between the pump and the motor shall be of the flexible type. Coupling halves
shall be keyed to the pump and driver shafts.
Depending upon the style of the vertical pump, a rigid coupling may be required with the

Shaw
PROTECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 8 of 12
REVISION: ALlz�xI
A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
downthrust load of the unit carried by the motor.
2.4.11 Vibration
The pumps and motors, when running as a single unit at the plant site, shall not exceed the
vibration limits given by the Hydraulic Institute Standards.
When shop tests are required, vibration readings shall be taken and shall not exceed half the
permissible levels, filtered to running speed, for field installation on the bearing housing.
2.4.12 Marking
The equipment shall be provided with a permanently attached nameplate located in a
readable position. The nameplate material shall be compatible with the material to which it
is attached to prevent galvanic corrosion. Nameplates shall not be attached to pressure -
retaining surfaces with mechnical fasteners. The nameplate shall be stamped with the
following information:
1. Purchaser's mark number
2. Manufacturer's name and model number
3. Pump serial number
4. Capacity, gpm
5. Total head, ft
6. Pump speed, rpm
7. Impeller diameter, inches
In addition, a rotation arrow shall be furnished at an easily observable location to indicate
proper pump direction of rotation.
2.5 Electrical Requirements
2.5.1 Induction Motors
All motors shall be in accordance with the requirements of BUKOC-SP-E-MT-01 Low
Voltage AC Induction Motors Specification.
An Motor Data Sheet shall be completed and submitted to the Purchaser for each motor
supplied.

a'
Shaw o
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 9 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
2.5.2 Wiring
All wiring shall be in accordance with BUKOC-SP-N-IN-01 General Instrumentation and
Controls Requirements.
2.6 Controls
All instrumentation and contorls shall be in accordance with BUKOC-SP-N-IN-01 General
Instrumentation and Controls Requirements.
The Seller shall supply the float switches mounted on a single rod along with the necessary
supports as indicated below when specified:
1. Low water level pump(s) stops
2. High Water level in sump - lead pump starts
3. High -high water level - second pump starts
4. High -high water level in sump alarm
5. Annunciation in Control Room
An alternator with lead/lag control shall be provided.
2.7 Welding
All welding, welding procedure qualifications and welder qualifications shall be in
accordance with the requirements of ANSI B31.1 and the additional requirements of this
specification.
Surfaces to be welded shall be free of moisture prior to welding.
Only low -hydrogen electrodes shall be used when the shielded metal arc welding (SMAW)
process is selected for production.
Austenitic stainless steel welding procedures shall specify a maximum interpass temperature
of 350°F.
Stainless steel weld filler metal shall be capable of producing production welds with at least
3 percent delta ferrite in the deposit.
Welding procedures for stainless steel shall be designed to minimize sensitization of the
heat -affected zone.

'
Shaw"
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 10 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
2.8 Noise
The maximum sound level from the equipment furnished under this specification shall not
exceed 85 dBA at one meter from any surface of the unit or as otherwise noted on the
datasheets.
3. QUALITY ASSURANCE
Refer to the General Technical Requirements Specification BUKOC-SP-G-001 for requirements.
3.1 TESTS AND INSPECTIONS
3.1.1 Performance Tests
The performance tests shall consist of a minimum of three test points. One shall be at the
design flow, one at the shutoff condition and one at a flow. corresponding to 110 percent of
the design flow.
Submergence requirements shall also be verified at 110 percent of design flow.
The tests shall be conducted in accordance with the guidelines of Hydraulic Institute
Standards.
Pumps shall be tested on their baseplates with their motors.
An uncoupled motor run on the motor stand shall be made to measure vibration.
Vibration measurements shall be made on the top motor bearing for each test point. These
readings shall be recorded on the performance test data and results sheet.
Shop performance test curves and data shall be furnished to the Purchaser, for approval.
3.1.2 Hydrostatic Tests
Hydrostatic tests shall be 1.5 times the casing design pressure but not less than 1.5 times the
maximum shutoff pressure and held for sufficient length of time to permit examination of all
external pressure surfaces and gasketed joints. No visible leakage shall be permitted.
Hydrostatic tests shall be performed prior to painting.
Test water shall be cool, clean, and free from contaminates.
3.1.3 Inspection
The following are the notification points for which prior notification is required:

Shaw
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 11 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
1. Hydrostatic Tests
2. Performance Tests
3. Release for Shipment
4. SUPPLEMENTARY REQUIREMENTS
4.1 Cleaning, Surface Preparation and Painting
Refer to the General Technical Requirements Specification BUKOC-SP-G-001 for
requirements.
4.2 Packaging for Shipment/Storage
Refer to the General Technical Requirements Specification BUKOC-SP-G-001 for
requirements.
4.3 Spare Parts and Special Tools
The following spare parts are required for two years of operation after final acceptance of
the plant:
Two (2) sets of motor bearings for each size and type of motor
One (1) set of bearings for each type of pump
Two (2) sets of bushings, wear rings, mechanical seals, packing and gaskets for each type of
PUMP
Two (2) sets of packing and trim for each type and size of valve as applicable.
In addition to the above, the Seller shall furnish spare parts required for precommissioning,
start-up, and the first year of operation (final acceptance of the plant occurs after one year of
satisfactory operation). The Seller shall provide a list of the type and quantity of such spares
offered. These initial spare parts shall be priced separately from the spares called for above.
The Seller shall identify with his bid any required special tools and the associated breakout
price.
4.4 Documentation Requirements
Refer to the General Technical Requirements Specification (BUKOC-SP-G-001) and the
Schedule of Required Vendor Data (SORVD) (131861-Pll2-404-003-01) for document
submittal requirements.

LLN1%,:
Shaw'v
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 12 of 12
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
4.5 Installation, Operation, and Maintenance Instructions
Refer to the General Technical Requirements Specification BUKOC-SP-G-001 for
requirements.
4.6 Schedule
For all equipment provided as part of this purchase order, the Schedule, or revisions to it, as
submitted to the Purchaser and agreed upon by the Seller and the Purchaser before the
purchase order is placed and included with the purchase order, shall be binding on the Seller.
The Seller shall submit any requested changes in the Schedule to the Purchaser for approval.

Shaw-
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 1 of 3
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
SALISBURY, NORTH CAROLINA
ATTACHMENT 1
TECHNICAL DATA SHEETS BY SELLER
General
Pump Manufacturer
Mark number
Manufacturer Model No.
Pump Type
Proposal Curve Number
Pit Cover (Simplex,Duplex,Triplex)
Pit Cover Size, in x in
Motor: Mfr/ hp rating
Control Panel: mfr/ model
Float Controls: mfr/model
Alternator: mfr/model
Motor Starter: mfr/model
Guaranteed Performance (Each Pump)
Design (rated) flow, gpm
Discharge pressure, psig
Design (rated) head, ft (includes pump losses)
Guaranteed pump efficiency, at design flow, percent
Design rpm
Min allowable continuous flow, gpm
Submergence req'd at design flow, ft
Submergence req'd at 110% at design flow, ft

1
Shawn
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 2 of 3
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
I LOCATION:
SALISBURY, NORTH CAROLINA
Total head at shutoff, ft
Bhp at design flow, hp
Required motor size, hp
Material (Use ASME/ASTM Spec Nos.)
Casing
Discharge column
Impeller
Casing Ring
Impeller Ring
Shaft/Shaft Sleeves
Support Plate
Strainer
Other
Construction
Shaft seal method (stuffing box, mech. seal)
Discharge column diam., in.
Impeller diameter, in. (furnished/max.)
Rotation (looking down)
Discharge flange size, (ANSI), in./RF,FF
Suction flange size, (ANSI), in./RF,FF
Length of pump below mounting floor, ft
Total length of pump including motor support, ft
Distance between pump bottom and sump bottom, ft
Total weight, pit cover, pump and motor, lb
Strainer, cross section area/pump inlet area, in. /

.'.,
Shaw
PROJECT SPECIFICATION
MISCELLANEOUS SUMP PUMPS
J.O./W.O.NO: 131861
SPEC. NO: BUKOC-SP-M-PP-06
PAGE: 3 of 3
REVISION: A
CLIENT:
DUKE ENERGY
PROJECT:
DUKE BUCK STATION CTCC
LOCATION:
TSALISBURY, NORTH CAROLINA
Maximum allowable nozzle loads, discharge,
Fx (X axis parallel to pump shaft), lb
Fy (Y axis vertical, perpendicular to shaft), lb
Fz (Z axis horizontal, perpendicular to shaft), lb
Mx, ft-lb
My, ft-lb
Mz, ft-lb

D708
WASTEWATER COLLECTION SUMP PUMPS
DESIGN DATA SHEET
REVISION A 3
REV. DATE 12/18/09 1/26/10
REV. DESC. IFRC IF
PREPARER Bryan Sturgies
' S I
LEAD ENG. W B Pressley Nf Yr/
PROJECT ENG. Bob Gilbert
This document contains proprietary information ofBhaw and is to be returned upon request. Its contents may not be copied, disclosed to third parties,
or used for other than the express purpose for which it has been provided without the written consent of Shaw.

38
NAME
Wastewater Collection Sump Pumps
A/B/C
Quantity
3
Each
Capacity
50
% Each Unit
Project #
131861
Equipment Tag Number (s)
OCWP-PMP-0001A/B/C
Description of Liquid Pumped
Wastewater
Casing Design Pressure/Temp.:
By bidder / 160°F
Minimum Design Metal Temp.:
20OF
Operating Temperature:
100°F
CAPACITY
Design Point:
440
gpm
Minimum Flow:
By Bidder
gpm
Run -out Flow:
1100
gpm
HEAD
Total @ Design Point Flow:
91
Feet
Shutoff — Minimum Allowable:
By bidder
Feet
Shutoff — Maximum Allowable:
125
Feet
Run -out Head:
50
Feet
Maximum Pump Speed: 1800 rpm
Driver Type: Electric Motor
Enclosure Type: See Motor Spec
PUMP CONFIGURATION
Shaft: Vertical

mnQ
Shaw
PRbJECT DATA SHEET
WASTEWATER, COLLECTION
SUMP PUMPS
J.O. NO: 131861
SPEC.NO: BUKOC-DS-M-PP-06
PAGE: 3 of 3
REVISION: B
CLIENT:
Duke Energy
PROJECT:
Duke Buck Station CTCC
LOCATION:
Salisbury, North Carolina
PUMP TYPE
Double Suction:
7
End Suction:
Vertical (In -Line):
X
Vertical (Wet Pit):
Vertical (Dry Pit):
Vertical (Cantilever):
Canned Motor:
Vertical Immersion Sump:
Multi -Stage:
Diffuser:
Dual Volute:
Close Coupled:
CONNECTION PIPE
Discharge (Size/Sch/Class):
ENVIRONMENT
Location
PUMP MATERIAL
Casing
Discharge Assembly/Column:
Impeller:
Shaft
Bolting:
Gaskets:
PUMP AND SUMP
DIMENSIONS:
Sump Dimensions (L x W x H):
Required Submergence:
6" / sch 40 / 150# RF Flanged
Outdoors
Ductile Iron
Carbon Steel
316 Stainless Steel
AISI 410 Stainless Steel
Stainless Steel
Non -Asbestos
15'- 0" x 15'— 0" x 10'— 0"
By Bidder
NOTES:
1) Where the material of a specific component is not specified, an appropriate material shall
be selected by the Seller.
2) TDH per Hydraulic Institute Standards (HIS).
3) Submergence measured from bottom of sump.
4) Process water will have significant particulate matter. Pump shall be 1" non -clog design.

i
�i
Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
COVER
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
Installation of Underground Piping Systems
337
02700
:REVISION,_.
REV. DATE
12/23/2009
1/20/2010
REV. DESC.
IFRC
IFC
PREPARER
R. Turk
LEAD ENGINEER
J. Vannoy
°
PROJECT
R. Gilbert
ENGINEER
This document contains proprietary inforinatibn ofSS&W and is to be returned upon request. Its contents may not oe coprea,
disclosed to third parties, or used for other than the express purpose for which it has been provided without the written consent of
SS&W.

Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
2 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
TABLE OF CONTENTS
Section Pag
1.0 SCOPE..................................................................................................................................3
1.1 SCOPE OF WORK................................................................................................................3
1.2 DEFINITIONS......................................................................................................................3
1.3 APPLICABLE CODES AND STANDARDS......................................................................3
1.4 CONTRACTOR'S RESPONSIBILITIES............................................................................6
1.5 RECORDS..............................................................................................7
1.6 QA PROGRAM........................................................................................7
2.0 MATERIALS.......................................................................................................................8
3.0
EXECUTION.......................................................................................................................9
3.1
EXCAVATION.....................................................................................................................9
3.2
PIPE LAYING, METALLIC PIPE GENERAL....................................................9
3.3
PIPE LAYING, COATED OR WRAPPED METALLIC PIPE..................................10
3.4
JOINT ASSEMBLY.............................................................................................................12
3.5
INSTALLATION REQUIREMENTS-UG NON-METALLIC PIPE..................................12
3.6
THRUST RESTRAINTS.....................................................................................................16
3.7
INSTALLATION OF VALVES, VALVE BOXES, POST INDICATORS..................17
3.8
FLUSHING ................................. ................18
............................................
3.9
DISINFECTING...................................................................................................................18
3.10
TESTING.............................................................................................................................18
4.0
BOLT TORQUE FOR DUCTILE IRON MECHANICAL JOINTS.................................19

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
3 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
1.0 SCOPE
1.1 SCOPE OF WORK
1.1.1 This specification establishes the construction requirements for excavation, bedding,
backfill, joining, fusion bonding, laying, examination, inspection, and testing of piping and
components for underground pressure piping systems.
1.1.2 It is not the Engineer's intent to specify all technical requirements or to set forth those
requirements adequately covered by applicable codes and standards. Contractor shall
provide installation meeting the requirements of this specification, referenced codes and
standards, and all applicable industry standards.
1.1.3 The engineering drawings indicate the extent and general arrangement of the work. If there
is, or appears to be, a conflict between this specification and the engineering drawings, the
matter should be referred to the engineer for resolution.
1.2 DEFINITIONS
1.2.1 Owner Duke Energy Corporation
1.2.2 Engineer Shaw North Carolina
1.2.3 Contractor The firm awarded a contract for this scope of work
1.2.4 Manufacturer The manufacturer of the specified item
1.3 APPLICABLE CODES AND STANDARDS
The referenced Codes and Standards shall apply for the basis of design, procurement,
fabrication and testing of all equipment and systems. The Edition of each Code and
Standard shall be the edition in effect on the date of issue of this specification. If there is,
or appears to be, a conflict between this specification and a referenced code or standard, the
matter shall be referred to the engineer.
The specified codes and standards set forth minimum requirements, which may be
exceeded by the contractor if, in the contractor's judgment and with Engineer's prior
written acceptance, a superior or more economical design or material is available for
intended use. In addition, the contractor shall comply with the applicable Federal, State
and local laws, codes and regulations, including applicable standards of the Code of
Federal Regulations, Title 29, Part 1910 (OSHA)

h
PROJECT SPECIFICATION
J.O./W.O. NO,
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
4 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
APPLICABLE CODES AND STANDARDS (Cont.)
1.3.1.1 American Society of Mechanical Engineers (ASME)
ASME B31.1 Power Piping- 2007 Edition, with 2008 Addenda
ASME B31.3 Process Piping
ASME B 16.25 Buttwelding Ends
1.3.1.2 National Fire Protection Agency
NFPA -24 Standard for Private Fire Service Mains and their Appurtenances
NFPA-13 Installation of Sprinkler Systems
NFPA-14 Standard for the Installation of Standpipe and Hose Systems
1.3.1.3 American Society of Testing and Materials (ASTM)
A234
Pipe Fittings of Wrought Carbon Steel and Alloy Steel
A105
Standard Specification for Carbon Steel Forgings
A106
Standard Specification for Carbon Steel Pipe
A182
Forged on Rolled Alloy -Steel Pipe Flanges, Forged Fittings and Valves
A312
Seamless and Welded Austenitic Stainless Steel Pipe
D2774
Standard Practice for Underground Installation of Thermoplastic pressure
piping
D2657
Standard Practice for Heat Fusion Joining of Polyolefin Pipe and Fittings
D2665
PVC Plastic Drain, Waste and Vent Pipe and Fittings
1.3.1.4 American Water Works Association (AWWA)
AWWA C151 Standard for Ductile -Iron Pipe, Centrifugally Cast, for Water
AWWA C104 Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for
water
AWWA C110 Standard for Ductile -Iron and Gray -Iron Fittings

IN
Shaw-
PROJECT SPECIFICATION
J.0./w.0. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
5 of 19
REVISION
o
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
AWWA C111 Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and
Fittings
AWWA C153 Ductile Iron Compact Fittings for Water Service
AWWA C301 Prestressed Concrete Pressure Pipe, Steel -Cylinder Type, for Water and
Other Liquids
AWWA C304 Design of Prestressed Concrete Cylinder Pipe
AWWA C600 Standard for Installation of Ductile -Iron Water Mains and their
Appurtenances
AWWA C651 Disinfecting Water Mains
1.3.1.5 Piping Fabrication Institute
ES-3 Fabricating Tolerances
1.3.1.6 Other
International Plumbing Code
North Carolina Plumbing Code
Rinker Materials, Polypipe Division, "Design & Engineering Guide for Polyethylene
Piping", 08/03
ASAHI/America, Installation Practices for Compressed Air Piping Systems
1.3.2 Design Documents
1.3.2.1 Shaw North Carolina Design Documents
Shaw Pipe class sheet FEMJ1 for HDPE Potable water piping
Shaw Pipe class sheet HEMX1 for HDPE Pressurized Sewer Piping
Shaw Pipe class sheet FCMD1 for HDPE fire protection piping
Shaw Pipe class sheet EYRXI for PVC Drain and Waste and Vent.
Shaw Pipe class sheet EWMZ1 for HDPE UG instrument air piping
Shaw Pipe class sheet CCMX1 for HDPE UG pipe for Raw Water service
,Shaw Pipe class sheet 152L1 for UG stainless Service Water Piping

LE
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
6 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
Shaw Pipe class sheet 12HL2 for Cement lined Ductile Iron for Non -Pressurized UG Water
and Oily Water Drains
Specification BUKOC-SP-SI-05, Trenching; Excavation, Bedding, and Backfill
Specification BUKOC-SP-G-01 General Technical Requirements
Specification BUKOC-SP-E-CP-01 Cathodic Protection Equipment System
Specification BUK0C-SP-PF-11 Pressure Testing and Cleaning of Piping Systems
Specification BUKOC-SP-PF-05 Field Installation of Piping Systems
1.4 CONTRACTOR'S RESPONSIBILITIES
1.4.1 The Contractor shall be responsible for:
a. Obtaining permits and inspections
b. All receiving, unloading, sorting, hauling to and from storage and/or warehouse, and
storage of materials, tools, equipment, etc
c. Stake -out, excavation, and backfilling of trenches, including sheeting, bracing, and
pumping where required for underground piping.
d. Installing all piping, fittings, valves and hydrants.
e. Implementing written bonding procedure specifications.
f. Qualification testing of bonding operators.
g. Providing fusion bonding equipment and calibration thereof.
h. Provide all materials required for pressure testing.
i. Providing additional flanges, gaskets, and bolts required for installation but not shown
on the Engineer's drawings, subject to the material requirements in the applicable
piping line class.
j. Flushing and disinfecting, as required, of the piping system.
k. Examinations, inspections, and pressure testing.
1. Maintaining all required QA/QC records
in. Installation labor and labor supervision.
n. Cranes, trucks, dollies, compressors, and all other hoisting, hauling, and compressed _
air equipment, including fuel, maintenance, and operating personnel

C1,
Shaw
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
7 of 19
REVISION
o
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
o. Chain hoists, cable, rope, cable or rope blocks, etc
p. Welding machines, cables, coils, etc. including installation, hook-up, maintenance and
operating personnel.
q. Oxygen, acetylene, and other gases and equipment for burning or inerting as required.
r. Welding electrodes, welding rods and storage
s. Providing materials as specified on the piping drawings and piping specification class
sheets as erection materials.
t. Final Clean-up
1.4.2 The location and elevation of each tie-in to an existing service and the material size, type,
and class shall be verified in the field prior to installation of any new extensions or services.
Examination of existing piping or connections revealing any defects. or change of scope
shall be immediately reported in writing to the Engineer. The Engineer shall determine and
specify any necessary technical changes to the plans and specifications.
1.5 RECORDS
The following listed records shall be available for examination by the Engineer or the
Owner
a. Certificate of Conformance to the applicable standards for all procured pressure and
non -pressure piping and piping component materials.
b. Certificates of Conformance to the applicable ASTM standards for bolting material
c. Welding procedure specifications and the results of the welding procedure and
operator qualification test.
d. HDPE fusion bonding procedure and the results of operator qualification tests
e. Records/test reports of required inspections, and tests
f. Cleaning, and pressure test procedures
1.6 QUALITY ASSURANCE PROGRAM
Seller shall implement a Quality Assurance Program as defined in the procurement
documents and those specified in this section
a. All records identified above shall be maintained under Contractor's QA program.

{�
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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
8 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
b. Redline markups of all P&ID's and piping composites showing actual installed
components and piping configurations shall be maintained by the Contractor and
submitted to the engineer so that final as -built drawings can be provided to the owner.
2.0 MATERIALS
a. Products that contain asbestos are prohibited. This prohibition includes items such as
packing or gaskets even though the item is encapsulated or the asbestos fibers are
impregnated with binder material.
b. All the piping, fittings, flanges and bolt materials are as identified on piping drawings
and the piping specification class sheets.
c. All piping materials shall be marked as required by the applicable material
specification and dimensional standard.
d. All surface applied materials including marking inks, lubricants, cutting oils, cleaning
fluids solvents, etc. used in contact with austenitic stainless steels shall be certified by
the manufacturer to meet the following impurity limits.
1) Total leachable chlorides - 200 ppm max.
2) Total leachable fluorides - 200 ppm max.
3) Sulfur - 200 ppm max.
4) Lead - 10 ppm max.
5) Mercury - 1 ppm max.
6) Arsenic - 2 ppm max.
7) Zinc - 200 ppm max.
e. All materials shall be safely and neatly stored upon delivery in such a manner as to
remain undamaged until required, per the manufacturer's requirements.
f. All materials shall be inspected for damage upon arrival and again immediately prior
to use. Damaged materials shall be replaced.
g. Pipes shall be stacked clear of the ground on a level surface with chocks provided on
the bottom course to ensure stability of the stack.
h. Pipes of similar material and diameter but of different manufacturer, different class, or
employing different joining systems shall be stacked separately.

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
9 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
i. Pipe joint rings and seals shall be stored away from direct sunlight. Joints of different
type and/or manufacture shall be separated and clearly identified.
j. Handling and storage of materials at the jobsite shall insure that any finish coatings
(exterior or interior) are protected and the internal cleanliness of the piping is
maintained. Shipping end caps and flange covers shall be kept on the piping while in
storage.
3.0 EXECUTION
3.1 EXCAVATION
3.1.1 All excavation, fill and backfill shall be performed in accordance with Shaw Specification
BUKOC-SP-SI-05, piping manufacturer's recommendations, and any additional
requirements herein.
3.1.2 Bell holes shall be excavated at each bell joint to provide full length barrel support of the
pipe and to prevent point loading at the bells or couplings.
3.2 PIPE LAYING, METALLIC PIPE GENERAL
3.2.1 All piping shall be installed in accordance with manufacturer's recommendations,
engineering drawings, and applicable codes and standards.
3.2.2 The pipe shall be protected during handling against impact shocks and free fall. Lifting
hooks are not to come in contact with premolded joint surfaces.
3.2.3 Pipe having premolded joint rings or attached couplings shall be so handled that no weight,
including the weight of the pipe itself, will bear on or be supported by the jointing material.
Do not drag the spigot ring on the ground or allowing it to be damaged by contact with
gravel, crushed stone, or other hard objects.
3.2.4 After delivery alongside the trench, each piece of pipe shall be carefully examined for
soundness and specification compliance. Acceptable pipe may be marked with paint or
other permanent marking material so that the marks are plainly visible after installation in
the trench and before the pipe is covered. Remove all unacceptable pipe from the area
immediately.
3.2.5 Unless otherwise required, all pipes shall be laid straight between changes in alignment and
at uniform slope between changes in elevation. When jointed in the trench, the pipe shall
form a true and smooth line. Fittings and valves shall be located as shown on the
Engineer's plans.

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aw v
PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
10 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
3.2.6 Trenches shall be kept dry during pipe laying. Surface water shall be diverted from the
trench area to the greatest extent practicable without causing damage to the adjacent
property. Before pipe laying is started, all water that may have entered the trench shall be
removed. No pipe shall be laid in a frozen trench bottom. 0;
3.2.7 Whenever practicable, pipe laying shall start at the lowest point. The pipe shall be installed
so that the spigot ends of the pipes point in the direction of flow.
3.2.8 The interior of all pipe and fittings shall be thoroughly cleaned of all foreign matter and
shall be kept clean during installation and until the work has been accepted. Every
precaution shall be taken to prevent foreign material from entering the pipe while it is being
installed. No debris, tools, clothing, or other material shall be left in the pipe.
3.2.9 When pipe laying is temporarily stopped for any reason, the open ends of the line shall be
tightly closed with a plug or cap of the type that can be removed before the next joint is
placed. No trench water or debris shall be permitted to enter the pipe.
3.2.10 All underground piping terminations that are to be continued above ground, shall be
surveyed after testing and the result of the survey given to the Field Engineer.
3.2.11 Where unacceptable deviations from design locations occur, the pipe shall be re-laid to line
and level and resurveyed on completion.
3.3 PIPE LAYING, COATED OR WRAPPED METALLIC PIPE
3.3.1 Ductile iron pipe and fittings purchased to AWWA C151 with asphaltic exterior coating do
not require further coating for underground installation. All bolted joint assemblies, not
otherwise protected from corrosion, shall be cleaned and thoroughly coated with asphalt or
other corrosion retarding materials after installation.
3.3.2 During installation, each pipe and fitting shall be inspected for defects. Cast and ductile
iron pipe shall be rung with a light hammer to detect cracks. Any defective pipe or fitting
shall be rejected and removed from the site of work.
3.3.2.1 Carbon steel and stainless steel piping shall be externally coated and/or wrapped as
specified in the piping line class specification.
3.3.3 Mill wrapped pipe shall be hauled on padded bolsters. Pipe shall not overhang trailer
bolster by more than 6 feet (2.0 m). All precautions shall be exercised to avoid skidding
and bumping pipe or other handling that will result in damage to coating.
3.3.4 The wrapped pipe shall be examined with a high voltage holiday detector immediately prior
to lowering the pipe into the ditch. All holidays shall be repaired and retested in

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
l l of 19 ,
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
accordance with the applicable coating specification and coating manufacturer's
recommendations, before lowering the pipe into the ditch.
3.3.5 The pipe shall be raised and lowered into the ditch using endless belt slings to avoid
damage to the pipe coating and wrapping.
3.3.6 Electrical continuity shall be maintained on all buried steel pipe. It is not required for
ductile iron piping. For steel piping, electrical jumpers shall be installed in accordance with
specification BUKOC-SP-E-CP-01, across all flanged and mechanical joints and other
joints where electrical continuity would not be inherent.
3.3.7 All metallic underground pipes shall be isolated from above ground pipe by using an above
ground flanged joint with dielectric gasket, bolt sleeves and washers. Washers shall be
installed under a steel washer against flange. Washers shall be used on one side of the
Ranged joint only. Gaskets; such as SBR, red rubber, and neoprene; are considered
dielectric. Bolt sleeves shall be polyethylene. Dielectric washers shall be phenolic type.
Isolated joints are to also have an over voltage protector (OVP) installed.
3.3.8 Twelve inches of natural clearance shall be maintained between coated carbon steel piping
and ground conductors, where possible. When 12 inches of clearance cannot be
maintained, install a medium density flexible polyethylene mesh pattern webbing pad,
nominal thickness 0.156 inches, around piping and secure with non-metallic tape.
3.3.9 Open ends, both horizontally and vertically, shall be covered at all times when not in use.
Covers shall be of a material and fastened in such a manner that they will not become
dislodged or perforated.
3.3.10 The Contractor inspector shall be informed before each new section of pipe is installed so
that an inspection of the pipes can be made before and after welding.
3.3.11 No pipe shall be wrapped or buried until all inspections, including visual inspections, have
been completed as required by the applicable Code.
3.3.12 Pipes laid on sand or suitable native material bedding shall have the whole of the barrel
evenly and firmly supported by the bedding material. Shaped holes and working space
shall be left at suitable intervals to make the joints.
3.3.13 Where convenient pipe maybe jointed at grade level to reduce the number of welded joints
performed in trenches. Pipe jointed in this manner must be lifted and not rolled into the
trench.
3.3.14 Once field welded joints are complete and inspections and testing are done, the weld joints
shall be coated and or wrapped in accordance with the coating procedure and the coating
manufacturer's recommendations.

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PROJECT SPECIFICATION
J.O. W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
12 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
3.3.15 Once all testing and joint coating is complete and cured, bedding material shall be carefully
packed into the void around the joint and tamped to the full trench width and depth
required.
3.4 JOINT ASSEMBLY
3.4.1 Assembly of Mechanical Joints (Ductile Iron Pipe)
3.4.1.1 Mechanically restrained joints, where used, shall be installed per manufacturer's
recommendation and/or AWWA C600.
3.4.1.2 Push on or bell and spigot type joints to be installed per manufacturer's recommendation.
Fittings with mechanically restrained joints may be substituted for bell and spigot type
fittings utilizing restraining gaskets when availability of such restrained gasket fittings is
limited.
3.4.2 Assembly of Welded Joints
3.4.2.1 The contractor shall bevel all welding ends that do not have proper weld profiles. .The
bevel profiles shall be in accordance with ASME B16.25 and specification
BUKOC-SP-P-WE-01.
3.4.2.2 Welded joints shall be in accordance with either ASME B31.1 or ASME B31.3 as specified
on the pipe material line class sheets.
3.4.2.3 For B31.1 piping, the alignment of pipe and fitting end preparation for makeup of field
weld joints shall be in accordance with ASME B31.1 Paragraph 127.3. The inside
diameters of butt -welded components shall be aligned in accordance with these
requirements.
3.4.2.4 For B31.3 piping, the alignment of pipe and fitting end preparation for makeup of field
weld joints shall be in accordance with ASME B31.3 Paragraph 328.4.
3.4.2.5 The final wall thickness after internal machining, grinding, or any operation that removes
material, shall in no case be below the code required minimum wall thickness.
3.4.2.6 For B31.1 piping, welding shall be in accordance with the requirements in ASME B31.1
Chapter V and welding inspection shall be in accordance with Chapter VI.
3.4.2.7 For B31.3 piping, welding shall be in accordance with the requirements in ASME B31.3
Chapter V and welding inspection shall be in accordance with Chapter VI.
3.4.2.8 Specific welding requirements are contained in specification BUKOC-SP-P-WE-02.

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
13 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
3.4.2.9 Contractor shall submit all welding procedure specifications and procedure qualification
records to the purchaser for review prior to beginning work.
3.5 INSTALLATION REQUIREMENTS — UNDERGROUND NON-METALLIC PIPING
3.5.1 General ,
a. All trenching excavation, bedding and backfilling shall be performed in accordance
with Shaw Specification BUKOC-SP-SI-05, piping manufacturer's recommendations,
and any additional requirements herein.
b. All piping shall be installed in accordance with manufacturer's recommendations,
engineering drawings, and applicable codes and standards
c. Potable water, sanitary sewer, and drain, waste and vent systems shall be installed in
accordance with the 2006 North Carolina Plumbing Code.
d. Fire Protection systems shall be installed in accordance with NFPA 24.
e. For HDPE pipe installations, trench width shall be no less than the greater of the pipe
outside diameter plus 12 inches, or two times the pipe outside diameter.
f. Clearance distance between two parallel pipes in the trench shall be at least 6".
g. Separation requirements for water mains and sewer lines shall be in accordance with
rule .0906 of Title 15A Subchapter 18C of the North Carolina Administrative Code.
h. Minimum buried depth to top of pipe shall be in accordance with design drawings, and
applicable codes and standards. Any discrepancies shall be brought to engineering's
attention for resolution.
i. Fusion bonding shall be in accordance with ASME B31.1, Appendix III Paragraph III-
5.0 and the manufacturer's recommendations, except that joint identification (III-
5. 1. 1 (G)) is not required if appropriate records are kept, and the Qualification Tests
(III-5.1.2(D)) may be replaced with the contractor's standard joint qualification testing.
Bonded joints shall only be made by trained bonding operators or the manufacturer's
designated installer.
3.5.2 Pipe Laying Non-metallic, General
a. The pipe shall be protected during handling against impact shocks and free fall.
Lifting hooks or straps shall not come in contact with joint surfaces.
b. Under no circumstances shall water main materials be dropped or dumped.
c. Pipe shall not be rolled or skidded against other pipe materials.

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PROTECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
14 of 19
REVISION
0
Duke Energy
PROJECT
Buck station CTCC Project
TITLE
Installation of Underground Piping Systems
d. After delivery alongside the trench, each piece of pipe shall be carefully examined for
soundness and specification compliance. Remove all unacceptable pipe from the area
immediately
e. All pipes shall be laid straight between changes in direction and at uniform slope
between changes in elevation. When jointed in the trench, the pipe shall form a true
and smooth line. Fittings and valves shall be located as shown on the Purchaser's
drawings.
f. Where field pipe bends are specified, the pipe bend radius shall not be below the
manufacturer's minimum bend radius limits. Trenches shall. be excavated to
accommodate the bends. Temporary restraints to bend the pipe, maintain the bend
while placing the pipe in the trench, and placing the initial backfill shall be provided as
required. The temporary blocks or restraints shall be removed before installing final
backfill, and any voids must be filled with compacted initial backfill material.
g. Trenches shall be kept dry during pipe laying. Surface water shall be diverted from the
trench area to the greatest extent practical without causing damage to the adjacent
property. Before pipe laying is started, all water that may have entered the trench shall
be removed. No pipe shall be laid in a frozen trench bottom.
h. Whenever practical, pipe laying shall start at the lowest point.
i. The interior of all pipe and fittings shall be inspected for cleanliness. All foreign
matter shall be removed. The interior shall be kept clean during installation and until
the work has been accepted. Every precaution shall be taken to prevent foreign
material from entering the pipe while it is being installed. No debris, tools, clothing,
or other material shall be left in the pipe.
When pipe laying is stopped for any reason, the open ends of the line shall be tightly
closed with a plug or cap of the type that can be removed before the next joint is
placed. No trench water or debris shall be permitted to enter the pipe.
k. Where unacceptable deviations from design locations occur, the pipe shall be re-laid to
line and level and resurveyed on completion.
1. Metallic locating tape shall be provided above the pipe in the trench to facilitate
locating the buried piping. Metallic locating tape shall be located close to pipe, but at
a depth no greater than 3 feet below finished grade.
in. Where underground HDPE pipe or fittings are joined to valves, hydrants, other heavy
devices, or rigid pipe a support pad or appropriate bedding shall be provided below the
device per the pipe manufacturer's recommendations, engineering drawings, and
specification BUKOC-SP-SI-05. At a minimum compacted Class I or II soil shall be
used.

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO,; BUKOC-SP-P-PF-07
PAGE
15 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
n. All HDPE to HDPE and HDPE to metallic flange joints shall utilize a gasket. Gaskets
shall be installed in accordance with the manufacturer's instructions.
o. All bolted joint assemblies shall be cleaned and thoroughly coated with asphalt or
other corrosion retarding material after installation.
3.5.3 Jointing and Fusion Bonding
a. Joint details and preparation shall be in accordance with the piping and fitting
manufacturer's recommendations.
b. The Contractor shall submit written procedures for fusion bonding and standard joint
qualification testing. Written fusion bonding procedures shall be in accordance with
ASME B31.1 Appendix III (exceptions per this specification paragraph 3.2.1 (e)),
ASTM D2657, the pipe and fitting manufacturer's recommendations, and the machine -
specific requirements per the fusion bonding equipment manufacturer. This applies to
both socket and butt fusion bonds.
c. The Contractor is required to conduct fusion bonding training for his personnel, and
the bonding procedure qualification testing of his personnel in accordance with ASME
B31.1 Appendix III (exceptions per this specification paragraph 3.2.1 (e)). All fusion
operators shall complete bonding training and pass procedure qualification testing
before making permanent fusion bonds. Training shall be conducted or approved by
the fusion bonding equipment manufacturer and shall specifically cover requirements
in the pipe and fitting manufacturer's heat fusion joining procedures. The Contractor
shall maintain training and testing records of bonding procedures, bonding operators,
and bonding operations. The bonding and testing records shall be maintained as
QA/QC Records.
d. Fusion joints shall be inspected for defects in accordance with ASME B31.1 Appendix
III 5.1.3(B.4) and the pipe manufacturer's recommendations. Any imperfections
exceeding the limitations are considered defects and shall be repaired and reexamined
in accordance with paragraph III-5.1.5 and the pipe manufacturer's recommendations.
e. All workers making solvent joints in PVC/CPVC shall receive training as necessary
prior to making permanent pipe welds
3.5.4 Assembly of HDPE Mechanical Joints
a. The Contractor shall maintain alignment per this paragraph. When fitting up, HDPE
MJ Adapters must be aligned straight into the mating hub before tightening the gland
bolts. Do not draw the MJ Adapter into alignment. by tightening the gland bolts.
When fitted -up with hand —tight gland bolt nuts, the gap between the socket hub flange
and gland bolt flange should be the same all around the joint. The difference between

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PROTECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
16 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
the widest gap and the narrowest gap should not be more than 3/16" (5mm). (The
actual gap measurement can be 1" (25mm)) or more.)
b. Inspect the MJ Adapter kit to be sure all components are present in the correct
quantities. The MJ Adapter kit includes the MJ Adapter with the stiffener, gasket,
gland, extended -length gland bolts and nuts. The stiffener, if required, will be noted in
the material description on the isometrics.
c. Fit the gland over the fusion end of the MJ adapter (the long end from the rib) and
slide it against the rib. The gland projection fits against the rib.
d. Join the MJ Adapter to HDPE pipe. When the gland is against the MJ Adapter rib, the
butt fusion end of the MJ adapter is long enough to be clamped in a butt fusion
machine and make the butt fusion. Allow the fusion to cool properly before handling.
e. The mating mechanical joint socket hub and the end of the MJ adapter must be clean.
Thoroughly remove all rust and foreign material from the inside of the socket hub.
Wipe the mating end of the MJ adapter with a clean dry cloth, to remove all dirt and
foreign material.
f. Install the gasket on MJ adapter. Seat the thick section of the gasket against the MJ
adapter rib.
g. Lubricate the gasket, the end of the MJ adapter, and the inside of the socket hub with
and approved pipe lubricant meeting AWWA Cl 11. Do not use soapy water.
h. Insert the MJ adapter into the socket hub. Make sure it is evenly and completely
seated in the socket hub. The MJ adapter and the socket hub must be aligned straight
into each other.
i. Insert the gland bolts, and run the nuts up finger -tight.
j. Tighten the gland bolts evenly to 75-90 ft-lb (102 — 122 n-m). Tighten in torque
increments of about 15 — 20 ft-lb (20 — 27 n-m) each and follow a star -pattern for
tightening. Tighten the bottom bolt; then the top bolt; then the bolts to either side, and
finally the remaining bolts in a crossing pattern from one side to the other. At one
torque increment, tighten all bolts completely through the pattern before going up to
the next higher torque increment and tightening through the pattern. Tightening with
torque -measuring wrenches is required. During tightening, maintain approximately
the same gap between the gland and the face of the socket hub flange at all points
around the joint.
3.6 THRUST RESTRAINTS
a. Thrust restraints, if used, will be as detailed on project drawings.

hCLIENT
PROJECT SPECIFICATION
J.O.1W.0. NO.
131861
SPEC. NO.; BUKOC-SP-P-PF-07
PAGE
17 of 19
REVISION
0
Duke Energy
PROJECT
Buck Station CTCC Project
TITLE
Installation of Underground Piping Systems
b. Restraint devices for mechanical joint fittings and appurtenances on ductile iron pipe if
used will be detailed on project drawings and shall be installed per the manufacturer's
installation instructions.
c. Butt and socket fusion welds, flanged joints, solvent weld joints, welded steel joints,
Megalug and restraining gasket style joints (Tyton or fastite) do not require thrust
blocks. Vertical risers on ductile iron piping are to be equipped with tie rods.
Megalugs are not sufficient to restrain a vertical riser.
3.7 INSTALLATION OF VALVES, VALVE BOXES, HYDRANTS, AND POST
INDICATORS
a. Installation of valves and hydrants shall be in accordance with manufacturer's
instructions and recommendations.
b. Before installing any valve, care shall be taken to see that all foreign substances are
removed from within the valve body, and the valve opened and closed to see that all
parts are in first-class working condition.
c. Flow direction of all valves, strainers, traps and other pipeline components shall be
determined before installation in the piping. If flow arrows or other external markings
are not provided by the manufacturer, Contractor shall mark a flow arrow on each
component before installation. The marking shall be done with a yellow Nissen
Marker (or equal). Bi-directional components shall have arrows marked in both
directions. Manufacturer's drawings and instruction manuals are to be used to
determine flow direction.
d. Valve boxes and post indicators shall be centered on the valves, setting plumb. Each
valve box shall be placed directly over the valve wrench nut it serves and set to
pavement grade, ground surface, or other elevation as required by project drawings.
e. Valve bodies shall be set on appropriate bedding, per pipe manufacturer's
recommendations, engineering drawings, and specification BUKOC-SP-SI-05. Fill
shall be tamped around each valve to a distance of 5 feet on all sides, or to the
undisturbed trench face if less than 5 feet.
f. Before installing any valve, care shall be taken to see that all foreign substances are
removed from within the valve body, and that the stuffing boxes are properly packed
and the gland nuts tightened, and the valve opened and closed to see that all parts are
in top working condition.
g. Concrete slabs around top of valve boxes, post indicators, and hydrants if required,
shall be as detailed on project drawings.

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PROJECT SPECIFICATION
J.O./W.O. NO.
131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE
18 of 19
REVISION
0
CLIENT
Duke Energy
PROJECT
Buck Station CTCC Project
TITTLE
Installation of Underground Piping Systems
h. As required by project drawings, hydrants shall be set on a concrete support footing.
The footing shall be surrounded by a bed of clean washed stone for drainage.
Hydrants shall be set plumb and to the correct bury depth. Fill shall be tamped around
each hydrant to a distance of 5 feet on all sides, or to the undisturbed trench face if less
than 5 feet.
i. Position indication windows on post indicators shall be oriented parallel to the pipeline
serviced by the valve. Face position window such that it can be viewed from adjacent
roadway if possible.
Hydrants shall be oriented with the steamer connection facing the adjacent roadway.
k. Post indicators, and hydrants shall be protected from traffic impact with pipe bollards
as detailed on project drawings.
3.8 FLUSHING
a. Underground fire protection piping, from the water supply to the system riser, and
lead-in connections to the system riser shall be completely flushed in accordance with
NFPA 24, before the connection is made to downstream fire protection system piping.
3.9 DISINFECTING
a. Disinfection is required for all potable water piping. The procedure for disinfecting
shall be in accordance with the requirements of the public authorities having
jurisdiction, or, as a minimum meeting the requirements of AWWA C651.
Disinfecting solutions containing chlorine should not exceed 12 % active chlorine to
prevent degradation of the polyethylene.
3.10 INSTALLATION TOLERANCES
a. All dimensions and clearances affecting the installation of work shall be verified in the
field in relation to established datum, and to the work of other trades. Overall erection
tolerance shall be t 1 inch, unless otherwise stated on drawings.
3.11 TESTING
a. All piping systems shall receive final cleaning and pressure tests in accordance with
specification BUK0C-SP-P-PF-11.
b. Potable water systems shall be tested in accordance with the 2006 North Carolina
Plumbing Code.
c. Fire Protection systems shall be hydrostatic tested in accordance with the NFPA-24
Code.

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PROJECT SPECIFICATION
J.O./W.O. NO. 131861
SPEC. NO.: BUKOC-SP-P-PF-07
PAGE 19 of 19
REVISION
0
CLIENT Duke Energy
PROJECT Buck Station CTCC Project
TITLE Installation of Underground Piping Systems
d. The approval of the work by public authorities having jurisdiction, where such
approval is required, shall be secured. Tests shall be witnessed by the representative of
the local authority having jurisdiction, and the Engineer's representative.
e. Portions of the system may be tested separately as required to facilitate construction,
provided that the entire system is tested as a unit when complete.
f. The maximum test pressure limiting factor shall be the allowable test pressure for the
weakest component in the piping e.g. flanged joint, pipe wall thickness, valves, in -line
equipment, branch connections, etc.
g. Underground joints shall not be covered with backfill material until pressure testing
has been successfully completed and the joints have been inspected and approved.
h. Defects or leaks exposed during tests shall be repaired and retested.
i. Before backfilling underground pipe, the pipe shall be surveyed to check its vertical
and horizontal alignment. If alignment is true and no pipes a misplaced, backfill may
commence. In case of misalignment or damaged pipe, it shall be taken up and relaid or
replaced.
4.0 BOLT TORQUE FOR DUCTILE IRON MECHANICAL JOINTS
Table A-1— Bolt Torque for Ductile Iron Mechanical Joints
TABLE A-1
BOLT TORQUE FOR DUCTILE IRON MECHANICAL JOINTS
NPS in Bolt Diameter (in) Torque (Ft-lbs)
5/8 45-60
4 -24 3/4 75-90

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee::Freman
Governor Director :: ''Secretary:
Mr. Robert Wylie
Duke Energy Carolinas, LLC
526 S. Church St.
Charlotte, North Carolina 28202
SUBJECT: Acknowledgement of Request for an
Authorization to Construct
Duke Energy Carolinas, LLC
Buck Steam Station
WWTP Improvements
NPDES Permit No. NC0004774
Dear Mr. Wylie:
The Construction Grants and Loans Section received your request for an Authorization to
Construct and the supporting documentation on February 9, 2010. We will notify you and your
engineer upon completion of our review. Your project has been assigned to Ken Pohlig, P.E.
He can be reached at [phone].
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
Seth Robertson, JElupisor
Construction Grants and Loans Section
Design Management Unit
swc/dr
cc: Rodney Turk, P.E. — The Shaw Group, 128 S. Tryon St., Suite 600, Charlotte, NC 28202
c�ores��i�llle I��giona �,f�ee
WQ Central Files
Ken Pohlig, P.E.
Steve Coffey, P.E.
ATC File 004774AOI
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 One
NorthCaro
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 l®ina
Internet: wwvr.ncwaterquality.org ���{grr�`[ %�
An Equal Opportunity l Affirmative Action Employer 66�� �/