AF2-376 Final System Impact Study (Retool 2) Report

v2.00 released 2026-05-14 11:57

Timber Switch 138 kV

20.0 MW Capacity / 50.0 MW Energy

Introduction

This Final System Impact Study (SIS) Report has been prepared in accordance with the PJM Open Access Transmission Tariff, Part VII, Subpart D, section 314 for New Service Requests (projects) in Transition Cycle 1 (TC1). The Project Developer/Eligible Customer (developer) is Paulding Wind Farm II LLC, and the Transmission Provider (TP) is PJM Interconnection, LLC (PJM). The interconnected Transmission Owner (TO) is Ohio Power Company.

Preface

The Final System Impact Study is conducted on an aggregate basis within a New Services Request’s Cycle, and results are provided in both (i) a single Cycle summary format and (ii) an individual project-level basis. The Final System Impact Study Results (for both the summary and individual reports) will be publicly available on PJM’s website. Project Developers must obtain the results from the website.

In accordance with PJM Manual 14H, section 5, Final Agreement Negotiation Phase, the purpose of the Final Agreement Negotiation Phase is to:

  1. Negotiate, execute and enter into the applicable final interconnection related service agreement found in Tariff, Part IX;
  2. Conduct any remaining analyses or updated analyses based on New Service Requests withdrawn during Decision Point III (DP3); and
  3. Adjust the security obligation based on New Service Requests withdrawn during Decision Point III and/or during the Final Agreement Negotiation Phase.
Retool 1:

In accordance with PJM Tariff Part VII.D 314 B(1)(a), Final Agreement Negotiation Phase:

  • PJM will perform a retool (Retool 1) after the conclusion of DP3 considering only the projects moving on in the Final Agreement Negotiation Phase (Removes DP3 withdrawals).
  • The Final System Impact Study reflecting results from the retooled analysis (Retool 1) will be publicly available on PJM’s website; Project Developers and Eligible Customers must obtain the results from the website.
  • PJM will provide updated final electronic agreements to Project Developers and Eligible Customers in the Cycle reflecting updates from the Final System Impact Study after Retool 1 including the adjusted Security requirements.

The AF2-376 Final System Impact Study (Retool 1) Report is available for download here.

Retool 2 (if needed):

If particular New Service Requests do not sign their final agreements after receiving the updated information after Retool 1, there may be the need to run a second retool (Retool 2) to identify if any network upgrades are no longer necessary:

  • PJM will perform Retool 2 (if necessary) considering only the removal of projects from the model which chose not to execute their agreements after Retool 1.
  • The updated Final System Impact Study reflecting results from Retool 2 will be publicly available on PJM’s website; Project Developers and Eligible Customers must obtain the results from the website.
  • If there are any adjustments to the agreements required after Retool 2, the necessary network upgrade or Security changes will be handled via the scope change process post-GIA.

General

The Project Developer has proposed a Storage facility located in the Ohio Power Company zone — Paulding County, Ohio. The installed facilities will have a total capability of 147.0 MW with 20.0 MW of this output being recognized by PJM as Capacity.

Project Information
New Service Request Number:
AF2-376
Project Name:
Timber Switch 138 kV
Project Developer Name:
Paulding Wind Farm II LLC
State:
Ohio
County:
Paulding
Transmission Owner:
Ohio Power Company
MFO:
147.0
MWE:
50.0
MWC:
20.0
Battery Storage Specification:
200.0 MWh, 4.0-hr class
Grid Charging:
Yes
Fuel Type:
Storage
Basecase Study Year:
2027

Physical Interconnection Facility Study

Received

The transmission owner has completed the Physical Interconnection Facilities Study. This report is available for download.

Point of Interconnection

AF2-376 will interconnect on the AEP Ohio Power Company transmission system at the Timber Switch 138 kV substation.

Cost Summary

The table below shows a summary of the total cost estimates for this New Service Request project. The Facilities Studies for the Transmission Owner Interconnection Facilities (TOIF) and Physical Interconnection Network Upgrades were performed by the Transmission Owner in Phase II. Facilities Studies are available for download on PJM.com (see General Section for document links). The Interconnected Transmission Owner has performed a Facilities Study for the required System Reliability Network Upgrades in Phase III (see System Reinforcement Section for document links).

Based on the Final SIS results, the AF2-376 project has the following allocation of costs for interconnection. The Security amount required after the Final SIS and revised agreements is also shown below.

Cost Summary
DescriptionCost Allocated to AF2-376Cost Subject to Security*
Transmission Owner Interconnection Facilities (TOIF)$193,802$193,802
Other Scope$0$0
Option To Build Oversight$0$0
Physical Interconnection Network Upgrades
Stand Alone Network Upgrades$0$0
Network Upgrades$60,764$60,764
System Reliability Network Upgrades
Steady State Thermal & Voltage (SP & LL)$0$0
Transient Stability$0$0
Short Circuit$0$0
Transmission Owner Analysis
SubRegional$0$0
Distribution$0$0
Affected System Reinforcements
AFS - PJM Violations$0$0
AFS - Non-PJM Violations$0 **$0 **
Total$254,566$254,566

* Contributes to calculation for Security. See Security Requirement Section of this report for additional detail.

** This value reflects the results at the time of the report posting and it is subject to change. AFS – Non-PJM Violations are not subject to Security. For latest AFS – Non-PJM Violations, please refer to the latest Affected System Study Report for your project.

Definitions

Transmission Owner Interconnection Facilities: Facilities that are owned, controlled, operated and maintained by the Transmission Owner on the Transmission Owner’s side of the Point of Change of Ownership to the Point of Interconnection, including any modifications, additions or upgrades made to such facilities and equipment, that are necessary to physically and electrically interconnect the Generating Facility with the Transmission System or interconnected distribution facilities.

Stand Alone Network Upgrades: Network Upgrades, which are not part of an Affected System, which a Project Developer may construct without affecting day-to-day operations (e.g. taking a transmission outage) of the Transmission System during their construction.

Network Upgrades: Modifications or additions to transmission-related facilities that are integrated with and support the Transmission Provider’s overall Transmission System for the general benefit of all users of such Transmission System. Network Upgrades have no impact or potential impact on the Transmission System until the final tie-in is complete.

Notes

Note 1: PJM Open Access Transmission Tariff (OATT), Part VII, Subpart D, section 307.5 outlines cost allocation rules. The rules are further clarified in PJM Manual 14H, section 4.2.6. PJM shall identify the New Service Requests in the Cycle contributing to the need for the required Network Upgrades within the Cycle. All New Service Requests that contribute to the need for a Network Upgrade will receive cost allocation for that upgrade pursuant to each New Service Request’s contribution to the reliability violation identified on the transmission system in accordance with PJM Manuals.

Note 2: There will be no inter-Cycle cost allocation for Interconnection Facilities or Network Upgrades identified in the System Impact Study costs identified in a Cycle; all such costs shall be allocated to New Service Requests in that Cycle.

Note 3: For Project Developers with System Reinforcements listed: If this project presents cost allocation to a System Reinforcement indicates $0, then please be aware that as changes to the interconnection process occur, the cost responsibilities can change and a cost allocation may be assigned to this project. In addition, although this project presents cost allocation to a System Reinforcement is presently $0, this project may need this system reinforcement completed to be deliverable to the PJM system. If this project desires to come into service prior to completion of the system reinforcement, the Project Developer will need to request PJM to perform an interim deliverability study to determine if they would be deliverable for all or a portion of their output for each delivery year until the system reinforcement is complete.

Security Requirement

Per Tariff Part VII, Subpart D, section 314 (Final Agreement Negotiation Phase) A.1 and PJM Manual 14H, Section 5, if a Transition Cycle 1 New Service Request is withdrawn during Decision Point III and/or the Final Agreement Negotiation Phase, PJM shall remove the New Service Request from the Cycle and adjust the Security obligations of other New Service Requests based on the withdrawal. The Final System Impact Study results will reflect the updated Security amount for this project. Security may be in the form of cash, letter of credit, or other form of Security acceptable to PJM (see PJM M14H, Section 6.4).

Security is calculated for a New Service Request based on the Network Upgrade costs allocated pursuant to the Final System Impact Study results.

Note 1: "Network Upgrades" referred to in the calculation include both (i) the Physical Interconnection Network Upgrades and (ii) the System Reliability Network Upgrades as shown in the Cost Summary table.

Security Due for AF2-376

Security has been calculated for the AF2-376 project(s) based on the Final System Impact Study results and is shown in the table below. This Security must be provided at Final SIS through either a wire transfer or letter of credit or other form of Security deemed acceptable by PJM per Manual 14H, Section 6.4.

Security Due for AF2-376
Project(s): AF2-376
Final Agreement Security (A): $254,566
Portion of Costs Already Paid (B): $0
Revised Net Security (C): A B = $254,566
Security on Hand with PJM (D): $254,566
Additional Security Due at Agreement Execution (E): C D = $0
Note:

In accordance with Tariff, Part VII, Subpart D, section 314(B)(4)(a) (Final Agreement Negotiation Phase) failure to provide any required adjustments to Security within the 15 Business Day period will result in the New Service Request project being terminated and withdrawn.

Please see the cover letter for more details on Letter of Credit/Wire details to satisfy the additional Security requirement.

If no additional Security is required, please coordinate with your assigned Project Manager to initiate any refunds of Security reductions.

Transmission Owner Scope of Work

AF2-376 will interconnect on the AEP transmission system at the Timber Switch 138 kV substation. The estimates provided in the report are preliminary in nature, as they were determined without the benefit of detailed engineering studies. Final estimates will require an on-site review and coordination to determine final construction requirements.

The total preliminary cost estimate for the Transmission Owner scope of work (including TOIF and Physical Interconnection Network Upgrades) is given in the table below. These costs do not include CIAC Tax Gross-up.

Transmission Owner Scope
Network Upgrades
RTEP IDDescriptionDirectIndirectTotal Cost ($USD)Allocated Cost ($USD)
LaborMaterialsLaborMaterials
n9393.0

Timber Switch 138 kV: Review and revise the protective relay settings to account for the additional generation of AF2-376.

(Pending Facilities Study)$60,764$60,764
Transmission Owner Interconnection Facilities
RTEP IDDescriptionDirectIndirectTotal Cost ($USD)Allocated Cost ($USD)
LaborMaterialsLaborMaterials
(Pending)

Install one (1) metering plate and one (1) ethernet switch by the Project Developer in the AF2-376 Project Developer's collector station. Install one (1) connected grid router by the Project Developer in the Project Developer's originating project (Timber Road II) collector station.

(Pending Facilities Study)$193,802$193,802

Based on the scope of work for the Interconnection Facilities, it is expected to take a range of 3 to 6 month(s) after the signing of a Generator Interconnection Agreement (as this is a FERC connection) and construction kickoff call to complete the installation of the physical connection work. This assumes that there will be no environmental issues with any of the new properties associated with this project, that there will be no delays in acquiring the necessary permits for implementing the defined interconnection work, and that all system outages will be allowed when requested.

Note that the TO findings were made from a conceptual review of this project. A more detailed review of the connection facilities and their cost will be identified in a future study phase. Further note that the cost estimate data provided should be considered high level estimates since it was produced without a detailed engineering review. The Project Developer will be responsible for the actual cost of construction. TO herein reserves the right to return to any issues in this document and, upon appropriate justification, request additional monies to complete any reinforcements to the transmission systems.

Remote Terminal Work: During Phase II of the PJM interconnection process, TO’s System Protection Engineering Department will review transmission line protection as well as anti-islanding required to accommodate the new generation and interconnection substation. System Protection Engineering will determine the minimal acceptable protection requirements to reliably interconnect the proposed generating facility with the transmission system. The review is based on maintaining system reliability by reviewing TO’s protection requirements with the known transmission system configuration which includes generating facilities in the area. This review may determine that transmission line protection and communication upgrades are required at remote substations.

The minimum and maximum schedules reflect the amount of time, in months, that AEP projects their portion of the construction project scope elapsing from the time of agreement. Final agreements will reflect an "on or before" date, allowing all parties to complete their scope of work prior to the agreement date, should there be means to expedite. Any material ordering or construction work done prior to Engineering and Procurement or Generation Interconnection Agreements is done solely at the Project Developers risk. There is a potential that any work done or materials ordered prior to agreements and the ensuing detailed engineering processes does not meet AEP specifications, resulting in rejection of the completed work.

Transmission Owner Analysis

No Transmission Owner impacts identified.

Developer Requirements

The developer is responsible for all design and construction related activities on the developer’s side of the Point of Change in Ownership. AEP interconnection requirements can be found here.

To the extent that these Applicable Technical Requirements and Standards may conflict with the terms and conditions of the Tariff, the Tariff shall control.

Revenue Metering and SCADA Requirements

PJM Requirements
The developer will be required to install equipment necessary to provide Revenue Metering (KWH, KVARH) and real time data (KW, KVAR) for their generating Resource. See PJM Manual 01, PJM Manual 14D, and PJM Tariff Part IX, Subpart B, Appendix 2, section 8.
Transmission Owner Requirements
The Project Developer will be required to comply with all interconnected Transmission Owner’s revenue metering requirements located at the following link: PJM - Transmission Owner Engineering & Construction Standards.

Summer Peak Analysis

The New Service Request AF2-376 was evaluated as a 50.0 MW (20.0 MW Capacity) injection in the AEP area.

Note: The capacity portion of Generation Interconnection Requests are evaluated for single or N-1 contingencies. The full energy output of Generation Interconnection Requests are evaluated for multiple facility contingencies (double circuit tower line, fault with a stuck breaker, and bus fault).

The following flowgates remain after considering the topology reinforcements required by the cycle.

StudyAreaFacility DescriptionContingency NameContingency TypeDC|ACFinal Cycle LoadingRating (MVA)Rating TypeMVA to MitigateMW ContributionDetails
GD1AEP/DAY
05ROLLER CRK-09ROCKFO 69.0 kV Ckt 1 line
AEP_P7-1_#11069___SRT-A
TowerAC120.49 %53.0B63.862.58
GD1AEP
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
AEP_P7-1_#11069___SRT-A
TowerAC101.87 %341.0B347.3939.53
GD1AEP
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
AEP_P7-1_#16440_SRT-SL
TowerAC100.53 %341.0B342.8239.38

Details for 05ROLLER CRK-09ROCKFO 69.0 kV Ckt 1 line l/o AEP_P7-1_#11069___SRT-A


This cycle required topology changing upgrades. After applying these topology changing upgrades to the study case, this flowgate was a Increase to the base run which does not include the topology changing upgrades.

Topology Case Flowgate

Area:AEP/DAY
Facility Description:
05ROLLER CRK-09ROCKFO 69.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#11069___SRT-A
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:120.49 %
Rating:53.0 MVA
Rating Type:B
MVA to Mitigate:63.86
MW Contribution:2.58
Impact of Topology Modeling:
Increase

Base Case Flowgate

Area:AEP/DAY
Facility Description:
05ROLLER CRK-09ROCKFO 69.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#11069___SRT-A
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:120.28 %
Rating:53.0 MVA
Rating Type:B
MVA to Mitigate:63.75
MW Contribution:2.58
Bus #Bus NameTypeFull MW ContributionGenDeliv MW Contribution
24791105TIMB G E
Adder
3.93411764705882353.344
942801AE2-298 C
50/50
5.5765.576
942802AE2-298 E
50/50
3.733.73
960851AF2-376 C
Adder
1.03411764705882360.879
960852AF2-376 E
Adder
1.55058823529411781.318
940031AE1-245 C
Adder
1.51882352941176471.291
940032AE1-245 E
Adder
10.167058823529418.642
958092AF2-103 E
Adder
0.14235294117647060.121
247959V1-011 E
Adder
6.775294117647065.759
934906AD1-119 E
Adder
2.56117647058823562.177
926812AC1-167 E
Adder
0.85411764705882350.726
943182AE2-322 E
Adder
1.03294117647058830.878
CBM West 1LTFEXP_CBM-W1->PJM
CBM
2.3092.309
CBM West 2LTFEXP_CBM-W2->PJM
CBM
0.1540.154
G-007PJM->LTFIMP_G-007
CMTX_NF
0.030.03
NYPJM->LTFIMP_NY
CLTF
0.0150.015
WECLTFEXP_WEC->PJM
CLTF
0.0460.046
HAMLETPJM->LTFIMP_HAMLET
CLTF
0.0160.016
CATAWBAPJM->LTFIMP_CATAWBA
CLTF
0.010.01
TRIMBLEPJM->LTFIMP_TRIMBLE
CLTF
0.0310.031
MECLTFEXP_MEC->PJM
CLTF
0.1540.154
BlueGrassPJM->LTFIMP_BlueG
CLTF
0.0910.091
LAGNLTFEXP_LAGN->PJM
CLTF
0.0210.021
O66PJM->LTFIMP_O-066
CMTX_NF
0.1930.193
LTFEXP_AC1-131LTFEXP_AC1-131->LTFIMP_AC1-131
CLTF
0.0220.022

Details for 05TILLMA-05ALLEN 138.0 kV Ckt 1 line l/o AEP_P7-1_#11069___SRT-A


This cycle required topology changing upgrades. After applying these topology changing upgrades to the study case, this flowgate was a Increase to the base run which does not include the topology changing upgrades.

Topology Case Flowgate

Area:AEP
Facility Description:
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#11069___SRT-A
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:101.87 %
Rating:341.0 MVA
Rating Type:B
MVA to Mitigate:347.39
MW Contribution:39.53
Impact of Topology Modeling:
Increase

Base Case Flowgate

Area:AEP
Facility Description:
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#11069___SRT-A
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:101.69 %
Rating:341.0 MVA
Rating Type:B
MVA to Mitigate:346.75
MW Contribution:39.53
Bus #Bus NameTypeFull MW ContributionGenDeliv MW Contribution
24301705HAVILAND1
50/50
0.4950.495
965041AG1-368 C
50/50
52.31952.319
965042AG1-368 E
50/50
34.8834.88
24695305TIMB G C
50/50
2.9592.959
24791105TIMB G E
50/50
60.17260.172
942801AE2-298 C
50/50
13.82913.829
942802AE2-298 E
50/50
9.259.25
960851AF2-376 C
50/50
15.81415.814
960852AF2-376 E
50/50
23.72123.721
940031AE1-245 C
50/50
13.1213.12
940032AE1-245 E
50/50
87.80687.806
958091AF2-103 C
50/50
0.1410.141
958092AF2-103 E
50/50
1.2321.232
247607V1-011 GEN
50/50
1.431.43
270258AD1-119 C
50/50
0.9680.968
270297AD1-101 C
50/50
0.380.38
247959V1-011 E
50/50
58.55358.553
934742AD1-101 E
50/50
3.7913.791
934906AD1-119 E
50/50
9.6879.687
926811AC1-167 C
50/50
1.1571.157
926812AC1-167 E
50/50
3.6533.653
943181AE2-322 C
50/50
1.3731.373
943182AE2-322 E
50/50
4.4154.415
CBM NorthLTFEXP_CBM-N->PJM
CBM
0.0340.034
G-007ALTFEXP_G-007A->PJM
CMTX
0.0510.051
VTFLTFEXP_VFT->PJM
CMTX
0.1370.137
COTTONWOODPJM->LTFIMP_COTTONWOOD
CLTF
0.2530.253
HAMLETPJM->LTFIMP_HAMLET
CLTF
0.020.02
CATAWBAPJM->LTFIMP_CATAWBA
CLTF
0.0140.014
PRAIRIEPJM->LTFIMP_PRAIRIE
CLTF
0.4410.441
TRIMBLEPJM->LTFIMP_TRIMBLE
CLTF
0.0470.047
BlueGrassPJM->LTFIMP_BlueG
CLTF
0.1520.152
MDUPJM->LTFIMP_MDU
CLTF
0.0230.023
LTFEXP_AC1-056LTFEXP_AC1-056->LTFIMP_AC1-056
CLTF
0.1940.194
LTFEXP_AC1-131LTFEXP_AC1-131->LTFIMP_AC1-131
CLTF
0.0230.023

Details for 05TILLMA-05ALLEN 138.0 kV Ckt 1 line l/o AEP_P7-1_#16440_SRT-SL


This cycle required topology changing upgrades. After applying these topology changing upgrades to the study case, this flowgate was a Increase to the base run which does not include the topology changing upgrades.

Topology Case Flowgate

Area:AEP
Facility Description:
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#16440_SRT-SL
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:100.53 %
Rating:341.0 MVA
Rating Type:B
MVA to Mitigate:342.82
MW Contribution:39.38
Impact of Topology Modeling:
Increase

Base Case Flowgate

Area:AEP
Facility Description:
05TILLMA-05ALLEN 138.0 kV Ckt 1 line
Contingency Name:
AEP_P7-1_#16440_SRT-SL
Contingency Type:Tower
DC|AC:AC
Final Cycle Loading:100.33 %
Rating:341.0 MVA
Rating Type:B
MVA to Mitigate:342.12
MW Contribution:39.38
Bus #Bus NameTypeFull MW ContributionGenDeliv MW Contribution
24301705HAVILAND1
50/50
0.4920.492
965041AG1-368 C
50/50
52.15752.157
965042AG1-368 E
50/50
34.77234.772
24695305TIMB G C
50/50
2.9472.947
24791105TIMB G E
50/50
59.93759.937
942801AE2-298 C
50/50
13.713.7
942802AE2-298 E
50/50
9.1649.164
960851AF2-376 C
50/50
15.75215.752
960852AF2-376 E
50/50
23.62823.628
940031AE1-245 C
50/50
13.0513.05
940032AE1-245 E
50/50
87.33287.332
958091AF2-103 C
50/50
0.140.14
958092AF2-103 E
50/50
1.2251.225
247607V1-011 GEN
50/50
1.4221.422
270258AD1-119 C
50/50
0.9560.956
270297AD1-101 C
50/50
0.3560.356
247959V1-011 E
50/50
58.23758.237
934742AD1-101 E
50/50
3.5563.556
934906AD1-119 E
50/50
9.5629.562
926811AC1-167 C
50/50
1.1391.139
926812AC1-167 E
50/50
3.5953.595
943181AE2-322 C
50/50
1.3511.351
943182AE2-322 E
50/50
4.3454.345
CBM NorthLTFEXP_CBM-N->PJM
CBM
0.0470.047
G-007ALTFEXP_G-007A->PJM
CMTX
0.0720.072
VTFLTFEXP_VFT->PJM
CMTX
0.1960.196
COTTONWOODPJM->LTFIMP_COTTONWOOD
CLTF
0.2780.278
HAMLETPJM->LTFIMP_HAMLET
CLTF
0.0190.019
CATAWBAPJM->LTFIMP_CATAWBA
CLTF
0.0140.014
PRAIRIEPJM->LTFIMP_PRAIRIE
CLTF
0.4940.494
TRIMBLEPJM->LTFIMP_TRIMBLE
CLTF
0.0520.052
BlueGrassPJM->LTFIMP_BlueG
CLTF
0.1670.167
MDUPJM->LTFIMP_MDU
CLTF
0.0250.025
LTFEXP_AC1-056LTFEXP_AC1-056->LTFIMP_AC1-056
CLTF
0.2180.218
LTFEXP_AC1-131LTFEXP_AC1-131->LTFIMP_AC1-131
CLTF
0.0210.021
CONTINGENCY 'AEP_P7-1_#11069___SRT-A'
 OPEN BRANCH FROM BUS 242989 TO BUS 243017 CKT 1   /*05E LIMA     138.0 - 05HAVILAND1  138.0
 OPEN BRANCH FROM BUS 242991 TO BUS 243108 CKT 1   /*05E SIDE     138.0 - 05STERLING   138.0
 OPEN BRANCH FROM BUS 242991 TO BUS 290024 CKT 1   /*05E SIDE     138.0 - 05GOMER      138.0
 OPEN BRANCH FROM BUS 243051 TO BUS 290024 CKT 1   /*05NDELPH     138.0 - 05GOMER      138.0
END
CONTINGENCY 'AEP_P7-1_#16440_SRT-SL'
 OPEN BRANCH FROM BUS 242989 TO BUS 243017 CKT 1                /*05E LIMA     138.0 - 05HAVILAND1  138.0
 OPEN BRANCH FROM BUS 242989 TO BUS 243066 CKT 1                /*05E LIMA     138.0 - 05NW LIM     138.0
 OPEN BRANCH FROM BUS 243066 TO BUS 243157 CKT 1                /*05NW LIM     138.0 - 05WOODLA     138.0
 OPEN BRANCH FROM BUS 243136 TO BUS 243157 CKT 1                /*05W LIMA     138.0 - 05WOODLA     138.0
 SET POSTCONTRATING 368 BRANCH FROM BUS 242935 TO BUS 242989 CKT 2 /*05E LIMA     345.0 - 05E LIMA     138.0
 SET PRECONTRATING 285 BRANCH FROM BUS 242935 TO BUS 242989 CKT 2 /*05E LIMA     345.0 - 05E LIMA     138.0
END
290143 to 253202 ckt 1
243383 to 243242 ckt 1

The following flowgates were eliminated after considering the topology reinforcements required by the cycle.

(No flowgates were eliminated after considering the topology reinforcements required by the cycle.)

Summer Potential Congestion due to Local Energy Deliverability

PJM also studied the delivery of the energy portion of this interconnection request. Any problems identified below are likely to result in operational restrictions to the project under study. The developer can proceed with network upgrades to eliminate the operational restriction at their discretion by submitting an Upgrade Request into the New Service Request process.

Note: Only the most severely overloaded conditions are listed below. There is no guarantee of full delivery of energy for this project by fixing only the conditions listed in this section. With an Upgrade Request, a subsequent analysis will be performed which shall study all overload conditions associated with the overloaded element(s) identified.

The following flowgates remain after considering the topology reinforcements required by the cycle.

StudyAreaFacility DescriptionContingency NameContingency TypeDC|ACFinal Cycle LoadingRating (MVA)Rating TypeMVA to MitigateMW ContributionDetails
GD1AEP
05HAVILAND1-05E LIMA 138.0 kV Ckt 1 line
AEP_P1-2_#7501_16678_SRT-A
OPAC118.45 %205.0B242.8328.1

Details for 05HAVILAND1-05E LIMA 138.0 kV Ckt 1 line l/o AEP_P1-2_#7501_16678_SRT-A


This cycle required topology changing upgrades. After applying these topology changing upgrades to the study case, this flowgate was a Decrease to the base run which does not include the topology changing upgrades.

Topology Case Flowgate

Area:AEP
Facility Description:
05HAVILAND1-05E LIMA 138.0 kV Ckt 1 line
Contingency Name:
AEP_P1-2_#7501_16678_SRT-A
Contingency Type:OP
DC|AC:AC
Final Cycle Loading:118.45 %
Rating:205.0 MVA
Rating Type:B
MVA to Mitigate:242.83
MW Contribution:28.1
Impact of Topology Modeling:
Decrease

Base Case Flowgate

Area:AEP
Facility Description:
05HAVILAND1-05E LIMA 138.0 kV Ckt 1 line
Contingency Name:
AEP_P1-2_#7501_16678_SRT-A
Contingency Type:OP
DC|AC:AC
Final Cycle Loading:118.89 %
Rating:205.0 MVA
Rating Type:B
MVA to Mitigate:243.72
MW Contribution:28.1
Bus #Bus NameTypeFull MW ContributionGenDeliv MW Contribution
24301705HAVILAND1
50/50
0.4130.413
24695305TIMB G C
50/50
2.1032.103
24791105TIMB G E
50/50
42.76542.765
942801AE2-298 C
50/50
11.48811.488
942802AE2-298 E
50/50
7.6847.684
960851AF2-376 C
50/50
11.23911.239
960852AF2-376 E
50/50
16.85916.859
940031AE1-245 C
50/50
10.96110.961
940032AE1-245 E
50/50
73.35473.354
958091AF2-103 C
50/50
0.1170.117
958092AF2-103 E
50/50
1.0281.028
247607V1-011 GEN
50/50
1.1941.194
270258AD1-119 C
50/50
0.810.81
247959V1-011 E
50/50
48.8948.89
934742AD1-101 E
Adder
2.7305882352941182.321
934906AD1-119 E
50/50
8.1058.105
926811AC1-167 C
50/50
0.9680.968
926812AC1-167 E
50/50
3.0563.056
943181AE2-322 C
50/50
1.1491.149
943182AE2-322 E
50/50
3.6933.693
CBM West 1LTFEXP_CBM-W1->PJM
CBM
2.282.28
CBM West 2LTFEXP_CBM-W2->PJM
CBM
0.7350.735
CBM South 1LTFEXP_CBM-S1->PJM
CBM
00
G-007PJM->LTFIMP_G-007
CMTX_NF
0.0960.096
NYPJM->LTFIMP_NY
CLTF
0.0530.053
LGEELTFEXP_LGEE->PJM
CLTF
0.0550.055
WECLTFEXP_WEC->PJM
CLTF
0.0630.063
HAMLETPJM->LTFIMP_HAMLET
CLTF
0.010.01
CATAWBAPJM->LTFIMP_CATAWBA
CLTF
0.0030.003
TVALTFEXP_TVA->PJM
CLTF
0.090.09
MECLTFEXP_MEC->PJM
CLTF
0.2580.258
LAGNLTFEXP_LAGN->PJM
CLTF
0.1370.137
SIGELTFEXP_SIGE->PJM
CLTF
0.0130.013
O66PJM->LTFIMP_O-066
CMTX_NF
0.6140.614
LTFEXP_AC1-131LTFEXP_AC1-131->LTFIMP_AC1-131
CLTF
0.0180.018
CONTINGENCY 'AEP_P1-2_#7501_16678_SRT-A'
 OPEN BRANCH FROM BUS 243242 TO BUS 243383 CKT 1   /*05ALLEN      138.0 - 05TILLMA     138.0
 OPEN BRANCH FROM BUS 243383 TO BUS 246950 CKT 1   /*05TILLMA     138.0 - 05TIMBER SW  138.0
END
243017 to 242989 ckt 1

The following flowgates were eliminated after considering the topology reinforcements required by the cycle.

(No flowgates were eliminated after considering the topology reinforcements required by the cycle.)

Winter Peak Analysis

PJM will start performing Winter Peak analysis in Transition Cycle 2.

Winter Potential Congestion due to Local Energy Deliverability

PJM will start performing Winter Peak analysis in Transition Cycle 2.

Light Load Analysis

The New Service Request AF2-376 was evaluated as a 50.0 MW injection and 50.0 MW withdrawal in the AEP area.

Note: The capacity portion of Generation Interconnection Requests are evaluated for single or N-1 contingencies. The full energy output of Generation Interconnection Requests are evaluated for multiple facility contingencies (double circuit tower line, fault with a stuck breaker, and bus fault).

The following flowgates remain after considering the topology reinforcements required by the cycle.

(No impacts were found for this analysis)

The following flowgates were eliminated after considering the topology reinforcements required by the cycle.

(No flowgates were eliminated after considering the topology reinforcements required by the cycle.)

Light Load Potential Congestion due to Local Energy Deliverability

PJM also studied the delivery of the energy portion of this interconnection request. Any problems identified below are likely to result in operational restrictions to the project under study. The developer can proceed with network upgrades to eliminate the operational restriction at their discretion by submitting an Upgrade Request into the New Service Request process.

The following flowgates remain after considering the topology reinforcements required by the cycle.

(No impacts were found for this analysis)

The following flowgates were eliminated after considering the topology reinforcements required by the cycle.

(No flowgates were eliminated after considering the topology reinforcements required by the cycle.)

Short Circuit Analysis

Based on PJM’s Short Circuit Analysis, this project did not contribute >1% fault duty to previously identified overdutied breakers, nor did it cause any new overdutied breakers.

Stability Analysis

Analysis Complete - No Issues

Executive Summary

 

New Service Request (project) in PJM Transition Cycle 1, AF2-376 is listed in Table 1 below. This report will cover the dynamic analysis of AF2-376 project.

 

This analysis is effectively a screening study to determine whether the addition of the AF2-376 project will meet the dynamics requirements of the NERC, AEP and PJM reliability standards.

 

The load flow scenario for the analysis was based on the RTEP 2027 summer peak load case, modified to include applicable projects. AF2-376 project has been dispatched online at maximum power output, with 1.0 voltage at the terminal bus.

 

AF2-376 project was tested for compliance with NERC, PJM, Transmission Owner and other applicable criteria. Steady-state condition and 92 contingencies were studied, each with a 20 second simulation time period. Studied faults included:

       a)       Steady-state operation (20 second run),

       b)       Three-phase faults with normal clearing time,

       c)       Single-phase bus faults with normal clearing time,

       d)       Single-phase faults with stuck breaker,

       e)       Single-phase faults placed at 80% of the line with delayed (Zone 2) clearing at line end remote from the fault due to primary communications/relay failure,

       f)       Three-phase faults with loss of multiple-circuit tower line.

 

For all simulations, the queue project under study along with the rest of the PJM system were required to maintain synchronism and with all states returning to an acceptable new condition following the disturbance.

 

For all of the fault contingencies tested on the 2027 peak load case:

       a)       AF2-376 project was able to ride through the faults (except for faults where protective action trips a generator(s)),

       b)       The system with AF2-376 project included is transiently stable and post-contingency oscillations were positively damped with a damping margin of at least 3% for interarea modes and 4% for local modes.

       c)       Following fault clearing, all bus voltages recovered to a minimum of 0.7 per unit after 2.5 seconds (except where protective action isolates that bus).

       d)       No transmission element tripped, other than those either directly connected or designed to trip as a consequence of that fault.

 

AF2-376 meet the 0.95 leading and lagging PF requirement.

 

The AE2-298 unit tripped by an undervoltage relay for one contingency (P1.09). Contingency P1.09 involved a three-phase fault at Haviland 345 kV clearing in 6 cycles. As per NERC Standard PRC-024 requirements, this relay settings were found to meet the corresponding NERC PRC-024 LVRT. Additionally, this tripping event was observed in the AE2-298 Dynamic Study and with the pre-AF2-376 scenario, therefore is not attributed to AF2-376.

 

For contingencies P5.01, P5.02 and P5.04, it was observed that active power of Timber switch unit was not recovered to pre fault value. This will not cause any instability in the system and can be mitigated upon request.

 

The IPCMD and IQCMD states in the REGCAU model of AF2-376 GEN showed erratic behavior for some contingencies in which these generators have been disconnected as part of the contingency event. Since the machine is disconnected and no active or reactive power is injected into the system, this behavior is likely fictitious and a limitation of the software. This does not cause instability in the system.

 

The CSCR results are summarized in Table 4 through Table 9 and revealed a minimum and maximum CSCR values of 1.85  for P4.25 and 4.91 for P1.04, respectively.

 

No mitigations were found to be required.

 

Table 1: TC1 AF2-376 Project

Queue

Project

Fuel Type

Transmission Owner

MFO

MWE

MWC

Point of Interconnection

AF2-376

AF2-376

BESS

AEP

50.0 MW

50.0 MW

20.0

MW

Timber Switch 138 kV

 

 

Reactive Power Analysis

The reactive power capability of AF2-376 meets the 0.95 leading and lagging PF requirement at the high side of the main transformer.

Steady-State Voltage Analysis

Steady State Voltage Analysis is Not Required.

New Service Request Dependencies

The New Service Requests below are listed in one or more dispatch for the overloads identified in this report. These projects contribute to the loading of the overloaded facilities identified in this report. The percent overload of a facility and cost allocation you may have towards a particular reinforcement could vary depending on the action of other projects. The status of each project at the time of the analysis is presented in the table. This list may change as other projects withdraw or modify their requests. This table is valid for load flow analyses only.

New Service Requests Dependencies
Project IDProject NameStatus
AC1-167Platter Creek 69kVUnder Construction
AD1-101Continental 69 kVIn Service
AD1-119Payne 69 kVIn Service
AE1-245Haviland 138 kVPartially in Service - Under Construction
AE2-298Cavett Switch - West Van Wert 69 kVWithdrawn
AE2-322Platter Creek 69kVUnder Construction
AF2-103Haviland 138 kVIn Service
AG1-368Tillman 138 kVEngineering & Procurement
V1-011Haviland 138kVIn Service

Affected System - PJM Identified Violations

As part of PJM's analysis, PJM evaluated the potential impacts on tie line facilities between PJM and an affected system entity, which were identified per PJM planning analysis criteria. This upgrade may be required on the affected system portion of the tie line along with cost allocation of such upgrade if applicable, in coordination with the affected system. Depending on the affected system, this project may not be contingent on upgrade based on PJM planning analysis criteria, but may be contingent on this upgrade based on the Affected System Operator's planning criteria, provided in the Affected Systems Study Section, herein.

Midcontinent Independent System Operator, Inc. (MISO)No Impact
New York Independent System Operator (NYISO)No Impact
Tennessee Valley Authority (TVA)No Impact
Louisville Gas & Electric (LG&E)No Impact
Duke Energy Carolinas (DUKE)No Impact
Duke Energy Progress – East (CPLE)No Impact
Duke Energy Progress – West (CPLW)No Impact

Affected System - Non-PJM Identified Violations

In coordination with other Affected System Operators, PJM has determined that the Affected System Operator for this project that requires an Affected System Study. For the latest Affected System Study results pertaining this project, please refer to your Affected System Study report by the Affected System Operator. If the Affected System Operator identified the need for a system reinforcement on their system due to their planning criteria, Project Developer must follow the Affected System Operator Tariff for construction of the network upgrade. PJM lists any required network upgrades identified by the Affected System Operator in the PJM Project Developer’s GIA under Schedule F.

Midcontinent Independent System Operator, Inc. (MISO)Not required
New York Independent System Operator (NYISO)Not required
Tennessee Valley Authority (TVA)Not required
Louisville Gas & Electric (LG&E)Not required
Duke Energy Carolinas (DUKE)Not required
Duke Energy Progress – East (CPLE)Not required
Duke Energy Progress – West (CPLW)Not required

System Reinforcements

Based on the Final System Impact Study analysis results, this project is contingent on and may have cost responsibility for the following System Reinforcements:

AF2-376 System Reinforcements:
TORTEP IDTitleCategoryAllocated Cost ($USD)Facilities Study
AEPn7679Replace 1272 AAC Jumper at Allen stationContingent$0N/A
Daytonb3904.1Rebuild and reconductor 7.7 miles of 69kV line.Contingent$0N/A
Grand Total:$0

PJM evaluated the impact of topology changing reinforcements to mitigate the impacts driven by New Service Requests. PJM determined which reinforcements were eliminated as a result of modeling the topology changing reinforcements. PJM then grouped the topology changing and eliminated reinforcements by region and computed a discount factor to apply to reinforcements to reduce the cost of all these reinforcements down to the cost of contstructing only the topology changing reinforcements. For additional details, please click the icon below

Regional Topology Upgrade Conversion

Shown below are the details of the cost allocated, contingent, eliminated, topology and potential aggregate contributor reinforcements for this project. Please refer to the System Reinforcement table above and the information below for more detail.


System Reinforcement: n7679
Type
Load Flow
TO
AEP
RTEP ID / TO ID
n7679 / AEPI0040a
Title
Replace 1272 AAC Jumper at Allen station
Description
Replace 1272 AAC Jumper at Allen station Cost updated to $76,051 from Facility Study.
Total Cost ($USD)
$76,051
Discounted Total Cost ($USD)
$76,051
Allocated Cost ($USD)
$0
Time Estimate
18 to 24 Months

Contingent

Note: Based on PJM cost allocation criteria, AF2-376 does not receive cost allocation towards this upgrade which has been securitized by a prior Queue/Cycle. Although AF2-376 may not have cost responsibility for this upgrade, AF2-376 may need this upgrade in-service to be deliverable for the reliability to the PJM system. If AF2-376 desires to come into service prior to completion of the upgrade, the Project Developer will need to request PJM to perform an interim study to determine if they would be deliverable for all or a portion of their output for each delivery year until the upgrade is complete.

FacilityContingency
05ALLEN-05TILLMA 138.0 kV Ckt 1 line(Any)
Rating SetRating TypeRating Value
(All)A323.0 MVA
(All)B451.0 MVA

System Reinforcement: s2793.5
Type
Load Flow
TO
AEP
RTEP ID / TO ID
s2793.5 / s2793
Title
Rebuild the T-line from West Van Wert to Roller Creek
Description
Rebuild the T-line from West Van Wert to Roller Creek & Roller Creek to POI 69kV line with ratings SN=102, SE=142 , WN= 129, & WE =160 (556.5 ACSR conductor).
Cost Information
Time Estimate
Jul 18 2025

Not Contingent

Note: AF2-376 contributes to the loading of an overloaded facility that is being mitigated by a planned supplemental project. AF2-376 is not contingent on this supplemental project as it is already in-service.

FacilityContingency
09ROCKFO-05ROLLER CRK 69.0 kV Ckt 1 line(Any)
Rating SetRating TypeRating Value
(All)A102.0 MVA
(All)B142.0 MVA

System Reinforcement: b3904.1
Type
Load Flow
TO
Dayton
RTEP ID / TO ID
b3904.1
Title
Rebuild and reconductor 7.7 miles of 69kV line.
Description
Rebuild and reconductor 7.7 miles of 69kV line with our standard 1351 AAC conductor from Rockford substation to the POI. Ratings: 151/187/209/234 (SN/SE/WN/WE) MVA
Cost Information
Time Estimate
Jun 01 2029

Contingent

Note: Although AF2-376 may not presently have cost responsibility for this upgrade, AF2-376 may need this upgrade in-service to be deliverable to the PJM system. If AF2-376 desires to come into service prior to completion of the upgrade, the Project Developer will need to request PJM to perform an interim study to determine if they would be deliverable for all or a portion of their output for each delivery year until the upgrade is complete.

FacilityContingency
09ROCKFO-05ROLLER CRK 69.0 kV Ckt 1 line(Any)
Rating SetRating TypeRating Value
(All)A151.0 MVA
(All)B187.0 MVA

Conversion from Impacts into Topology or Eliminated Reinforcements into Region Topology Contingent Reinforcements for AF2-376


AF2-376 Contributions into Topology or Eliminated Reinforcements:
TypeTORTEP ID / TO IDTitleTopo or ElimMW ImpactPercent AllocationCategoryAllocated Cost ($USD)
Contributions into Topology or Eliminated Reinforcement Total:$0
AF2-376 Contingent Region Topology Upgrades:
TORTEP IDTitleCategoryAllocated Cost ($USD)
Region Topology Upgrade Total:$0

Attachments

AF2-376 One Line Diagram

AF2-376 One Line Diagram.jpg
The state in which the generator or merchant transmission facility is located.
The Transmission Owner of the facility where the New Service Request project interconnects to the transmission system.
Winter load flow analysis will be performed starting in Transition Cycle 2.