exhibit a · pls-cadd c rit eria file (.cri) ve rsion 2 ****ve rsi on history**** 06/28/2018...
TRANSCRIPT
EXHIBIT A
Case No. 19-____-UT Direct Testimony
of Jarred J. Cooley
For illustrative purposes, using the jurisdictional allocators filed in SPS’s most 1
recent New Mexico retail base rate case (Case No. 17-00255-UT), approximately 2
18% of SPS’s total company costs would be allocated to New Mexico retail, 46% 3
to Texas retail customers, and 36% to SPS’s wholesale customers. 4
Under this illustrative projection, SPS’s New Mexico retail customers 5
would be responsible for approximately 2.03% of the estimated $60.8 million 6
total cost (approximately $1.232.14 million) for the Proposed Project (i.e., 18% of 7
11.29% of the total estimated cost allocated to SPS). The actual allocated amount 8
in future SPS New Mexico retail rate cases will differ from this estimated amount 9
and will depend upon final actual costs for the Proposed Project, the SPP funding 10
allocation, and the jurisdictional allocations used in a future rate case. 11
Q. Does this conclude your pre-filed testimony? 12
A. Yes. 13
20
(Errata-Redlined) June 13, 2019
Case No. 19-00157-UT
Case No. 19-____-UT Direct Testimony
of Jarred J. Cooley
For illustrative purposes, using the jurisdictional allocators filed in SPS’s most 1
recent New Mexico retail base rate case (Case No. 17-00255-UT), approximately 2
18% of SPS’s total company costs would be allocated to New Mexico retail, 46% 3
to Texas retail customers, and 36% to SPS’s wholesale customers. 4
Under this illustrative projection, SPS’s New Mexico retail customers 5
would be responsible for approximately 2.03% of the estimated $60.8 million 6
total cost (approximately $1.23 million) for the Proposed Project (i.e., 18% of 7
11.29% of the total estimated cost allocated to SPS). The actual allocated amount 8
in future SPS New Mexico retail rate cases will differ from this estimated amount 9
and will depend upon final actual costs for the Proposed Project, the SPP funding 10
allocation, and the jurisdictional allocations used in a future rate case. 11
Q. Does this conclude your pre-filed testimony? 12
A. Yes. 13
20
(Errata-Clean) June 13, 2019
Case No. 19-00157-UT
REQUIRED RIGHT OF WAY WIDTH
Project Name: J24 Eddy County to Kiowa Project Engineer: Jerry G. Crawford P.E.
Structure Disc:
Conductor: Diameter (in): Weight (lb/ft):
H-Frame Tangent Structures
795 MCM ACSS Drake 1.1 08 1.093
Wind Loading Conditions
6 psf (48.4 mph) @ 60 Deg . F (1l
Extreme Wind 90 mph (20.74 psf)@ 60 Deg. F (2)
Conductor Swing = Conductor Swing =
Insulator Swing = Insulator Swing =
26.87 Degrees 60.29 Degrees
26.87 Degrees 60.29 Degrees
Date: March 12, 2019
Insulator Length (ft): Wind/Weight Span Ratio:
48.4 MPH Wind 90 MPH Wind
48.4 MPH Wind 90 MPH Wind
6.00 psf 20.74 psf
6.00 psf 20.74 psf
13.3125 1.0
Ruling Span Maximum Span Horiz. Structure 1/2 Str. Structure Deflection Electrical Length Length I Sag
(ft) (ft) (ft)
1000 900 I 21.14 1000 1ooo 1 26.12 1000 11oo 1 31.60
1000 900 I 22.94 1000 1000 I 28.34 1000 1100 I 34.29
1000 900 I 22.94 1000 1000 I 28.34 1000 11oo I 34.29
Notes: (1) Per NESC Section 234A2 (2) Per NESC Section 250C
Displac. Ht. (3) Type Width (5) Clearance (ft) (ft) (4) (ft) % (ft) (ft) (6)
6 psf (48.4 mph)@ 60 deg. F
15.57 106.00 H-Frame 30 2 2.12 14.0 17.82 106.00 H-Frame 30 2 2.12 14.0 20.30 106.00 H-Frame 30 2 2.12 14.0
Extreme Wind 90 mph (20.74 psf)@ 60 Deg. F
31.49 I 1os.oo H-Frame 30 3 3.18 1.8 36 .18 106.00 H-Frame 30 3 3.18 1.8 41 .35 106.00 H-Frame 30 3 3.18 1.8
Summary for Required Right-of-Way Width
31.49 106.00 H-Frame 30 3 3.18 1.8 36.18 106.00 H-Frame 30 3 3.18 1.8 41 .35 106.00 H-Frame 30 3 3.18 1.8
(3) Required height to supporting arm of top or critica l phase for horizontal clearance at at maximum span length under loading condition
(4) Structure type being considered (5) Structure deflections are based on the %entered and the height (Ht.)
Min. ROW Width
(ft)
121.26 125.76 130.71
129.76 139.14 149.47
129.76 139.14 149.47
(6) Electrical clearance under 6 psf wind case (48.4 mph) based on NESC Rule 234A2 plus Xcel Energy design buffer Electrical clearance under the Extreme Wind case should provide enough air gap space to withstand 60-HZ flashover
(7) + Indicates limiting condition
(7)
+ + +
Attachment JGC-1(Errata) June 13, 2019
Case No. 19-00157-UT Page 1 of 4
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Attachment JGC-1(Errata) June 13, 2019
Case No. 19-00157-UT Page 2 of 4
~LS-CADD
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Attachment JGC-1(Errata) June 13, 2019
Case No. 19-00157-UT Page 3 of 4
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Attachment JGC-1(Errata) June 13, 2019
Case No. 19-00157-UT Page 4 of 4
BEFORE THE NEW MEXICO PUBLIC REGULATION COMMISSION
IN THE MATTER OF SOUTHWESTERN PUBLIC SERVICE COMPANY’S APPLICATION REQUESTING: (1) ISSUANCE OF A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY AUTHORIZING CONSTRUCTION AND OPERATION OF THE EDDY COUNTY TO KIOWA 345-KV TRANSMISSION LINE AND ASSOCIATED FACILITIES; (2) APPROVAL OF THE LOCATION OF THE 345-KV TRANSMISSION LINE AND ASSOCIATED FACILITIES; (3) DETERMINATION OF RIGHT-OF-WAY WIDTH FOR THE TRANSMISSION LINE; AND (4) AUTHORIZATION TO ACCRUE AN ALLOWANCE FOR FUNDS USED DURING CONSTRUCTION FOR THE TRANSMISSION LINE AND ASSOCIATED FACILITIES, SOUTHWESTERN PUBLIC SERVICE COMPANY, APPLICANT.
) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )
CASE NO. 19-00157-UT
CERTIFICATE OF SERVICE
I certify that true and correct copies of Southwestern Public Service Company’s Errata Notice was sent via email and first-class mail on June 13, 2019 to the parties indicated below:
VIA E-MAIL:
Jeffrey L. Fornaciari [email protected]; Bobby J. Jones, III [email protected]; Phillip Oldham [email protected]; Melissa Trevino [email protected] Mark A. Walker [email protected]; Robert F. Lundin [email protected]; Katie Coleman [email protected]; Cholla Khoury [email protected]; Michaelene Kyrala-NMENV [email protected]; Anne E. Minard [email protected]; Nicholas Koluncich-SLO [email protected]; John Bogatko [email protected]; Daniel A. Najjar [email protected]; Jack Sidler [email protected]; Katelyn Hart [email protected]; Dhiraj Solomon [email protected]; Anthony J. Trujillo [email protected]; John Reynolds [email protected]; Michael C. Smith [email protected];
