AG2-356 Phase II System Impact Study Report
v1.00 released 2026-06-03 18:04
South Troy - Canton 34.5 kV
12.0 MW Capacity / 20.0 MW Energy
Introduction
This Phase II System Impact Study (SIS) Report has been prepared in accordance with the PJM Open Access Transmission Tariff, Part VII, Subpart D, section 310 for New Service Requests (projects) in Transition Cycle 2 (TC2). The Project Developer/Eligible Customer (developer) is Robin Solar LLC, and the Transmission Provider (TP) is PJM Interconnection, LLC (PJM). The interconnected Transmission Owner (TO) is Mid-Atlantic Interstate Transmission, LLC.
Preface
The Phase II 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 Phase II 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 4.5, PJM takes the following actions during the Phase II System Impact Study:
- PJM will retool load flow results from the Phase I System Impact Study (summer peak, winter peak and light load) based on decisions made by Project Developers or Eligible Customers during Decision Point I.
- PJM will conduct any required voltage analyses.
- PJM will perform short circuit and stability analyses as required.
- PJM will coordinate with the Affected System to confirm which projects in the PJM Cycle will require Affected System studies. If the Affected System Operator indicates that an Affected System study is required, PJM will:
- Notify the Project Developer or Eligible Customer of the need for an Affected System study and the requirement to execute an Affected System study agreement with the impacted Affected System Operator, and;
- Include the results of the Affected System Operator’s Affected System Study in the Phase II System Impact Study results, if applicable and available.
- The Phase II System Impact Study Results will be publicly available on PJM’s website. Project Developers and Eligible Customers must obtain the results from the website.
The Transmission Owner takes the following actions during the Phase II System Impact Study:
- Verify Interconnection Facilities and Network Upgrades required to accommodate the New Service Request.
- Perform a Facilities Study. The Facilities Study in Phase II System Impact Study phase will be for the physical Interconnection Facilities. The Facilities Study requirements are outlined in Attachment C of this manual. The study will be conducted pursuant to Tariff, Part VII, Subpart D, section 307(A)(7) and Tariff, Part VIII, Subpart C, section 404(A)(7).
Decision Point II Requirements
At the close of Phase II System Impact Study, PJM will initiate Decision Point II (DP2). During DP2, the Project Developer will have 30 days to decide whether to proceed with their project. If the Project Developer elects to proceed, they should provide the elements defined in the PJM Open Access Transmission Tariff, Part VII, Subpart D, section 311.A. Additional information on these elements is available in PJM Manual 14H sections 4.6, 6, and 7.
Allowable project modifications at Decision Point II are defined in PJM Open Access Transmission Tariff, Part VII, Subpart D, section 311.B. Additional information regarding allowable project modifications can be found in PJM Manual 14H, section 9.8.
Adverse Test Eligibility
This New Service Request meets the Adverse Study Impact Criteria and has the option to either move forward in the Cycle process or withdraw at DP2 with Readiness Deposits refunded. See Readiness Deposit calculation below.
This section details whether a Project Developer or Eligible Customer qualifies for the Adverse Study Impact clause outlined in the PJM OATT, Part VII, Subpart D, section 311.B and Manual 14H, section 6.2.2. In order to qualify for an Adverse Study Impact at Decision Point II, the Network Upgrade cost from Phase I to Phase II must:
- Increase overall by 25% or more
- Increases by more than $10,000 per MW (Includes Costs identified in Affected System studies)
If a New Service Request meets the criteria above and chooses to withdraw the request, PJM will refund the cumulative Readiness Deposit amounts paid at the Application Phase and at Decision Point I (RD1 and RD2, respectively).
The below calculations show the computation of this New Service Request's Adverse Study Impact
General
The Project Developer has proposed a Solar generating facility located in the Mid-Atlantic Interstate Transmission, LLC zone — Bradford County, Pennsylvania. The installed facilities will have a total capability of 20.0 MW with 12.0 MW of this output being recognized by PJM as Capacity.Project Information
Physical Interconnection Facility Study
A Physical Interconnection Facilities Study is not required for this project.
Point of Interconnection
AG2-356 will interconnect on the Mid-Atlantic Interstate Transmission, LLC distribution system by tapping the South Troy - Canton 34.5 kV line.
Cost Summary
The table below shows a summary of the total cost estimates for this New Service Request project. In Phase II SIS, the interconnected Transmission Owner has performed a facilities study for both the Transmission Owner Interconnection Facilities (TOIF) and Physical Interconnection Network Upgrades. The System Reliability Network Upgrade shown in the table are planning level cost estimates which are subject to change as a result of a facility study performed by the TO during Phase III System Impact Study.
Based on the Phase II SIS results, the AG2-356 project has the following allocation of costs for interconnection. The cost contribution towards Readiness Deposit #3 are also shown below.
| Cost Summary | |||
|---|---|---|---|
| Description | Cost Allocated to AG2-356 | Cost Subject to Readiness* | Cost Subject to Adverse |
| Transmission Owner Interconnection Facilities (TOIF) | $0 | $0 | $0 |
| Other Scope | $0 | $0 | $0 |
| Option To Build Oversight | $0 | $0 | $0 |
| Physical Interconnection Network Upgrades | |||
| Stand Alone Network Upgrades | $0 | $0 | $0 |
| Network Upgrades | $0 | $0 | $0 |
| System Reliability Network Upgrades | |||
| Steady State Thermal & Voltage | $0 | $0 | $0 |
| Transient Stability | $0 | $0 | $0 |
| Short Circuit | $0 | $0 | $0 |
| Transmission Owner Analysis | |||
| SubRegional | $1,867,387 | $1,867,387 | $1,867,387 |
| Distribution | $0 | $0 | $0 |
| Affected System Reinforcements | |||
| AFS - PJM Violations | $0 | $0 | $0 |
| AFS - Non-PJM Violations | $0 | $0 | $0 |
| Total | $1,867,387 | $1,867,387 | $1,867,387 |
* Contributes to calculation for Readiness Deposit #3 (RD3). See Readiness Deposit section of report for additional detail.
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, such as other projects withdrawing, reducing in size, etc, 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 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.
Note 4: Please see the ‘Affected Systems Studies’ section of this Phase II SIS report for details on your project’s need for an Affected Systems Study. If your project requires an Affected Systems Study, the Affected Systems impacts may not be available from the Affected System Operator at the time of the PJM Phase II SIS. Therefore, the cost in this section would not reflect any required upgrades by the Affected System until the study is completed. If your project requires an Affected Systems Study and your results are not provided for Phase II SIS, PJM anticipates providing them in the Phase III SIS per Tariff Part VII.D.312.
Readiness Deposit
Per Tariff Part VII, Subpart D, section 311 (Decision Point II) A.1.b and PJM Manual 14H, section 6.2, Readiness Deposit #3 (RD3) are funds committed by the Project Developer or Eligible Customer based upon the applicable contribution to Network Upgrades as defined below. Readiness Deposits are not used to fund studies nor to offset Security.
During Decision Point II (DP2), the Project Developer or Eligible Customer is required to submit Readiness Deposit #3, which is calculated as 20% of cost allocation for required Phase II Network Upgrades minus Readiness Deposit #1 & Readiness Deposit #2.
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.
Note 2: Readiness Deposit #1 (RD1) = ($4,000 * Project Size (MW))
Note 3: Readiness Deposit #2 (RD2) = 10% of cost allocation for required Network Upgrades minus RD1. Readiness Deposit #2 (RD2) can be zero, but may not be a negative number.
Note 4: Readiness Deposit #3 can be zero, but may not be a negative number.
Readiness Deposit #3 Due for Project AG2-356
Readiness Deposit #3 has been calculated for the project based on the Phase II System Impact Study results and is shown in the table below. This Readiness Deposit #3 must be provided at Decision Point II through either a wire transfer or letter of credit per Manual 14H, Section 6.2.
Readiness Deposit #3 Due for AG2-356
For additional detail regarding Readiness Deposit Refunds, reference PJM Manual 14H, section 6.2.1. The Readiness Deposit Letter of Credit template can be found here.
Transmission Owner Scope of Work
This System Impact Study report does not include any physical interconnection scope or cost estimates. AG2-356 is connecting to the non-FERC jurisdictional distribution system and physical interconnection scope and costs will be provided as part of the state-level study process with the applicable entity.
Transmission Owner Analysis
Transmission Owner Identified Network Impacts to Distribution Facilities
None
Transmission Owner Identified Network Impacts to Sub-Regional Facilities
The Transmission Owner identified network impacts to Sub-Regional facilities as follows:
| Overloaded Element | Contingency | Rating [MVA] | Final Cycle Loading % | Contribution [MW] |
|---|
Transmission Owner Identified System Reinforcements on Distribution Facilities
None
Transmission Owner Identified System Reinforcements on Sub-Regional Facilities
| AG2-356 Transmission Owner Identified System Reinforcements Cost Breakdown: | TO | RTEP ID / TO ID | Title | MW Impact | Percent Allocation | Allocated Cost ($USD) |
|---|---|---|---|---|---|
| PENELEC | n9800.0 / TC2-PN-AG2-356 | South Troy 115/34.5 kV upgrades | 20.0 MW | 100.0% | $1,867,387 |
| Grand Total: | $1,867,387 | ||||
| System Reinforcement | |||
|---|---|---|---|
| TO | RTEP ID / TO ID | Title | Total Cost |
| PENELEC | n9800.0 / TC2-PN-AG2-356 | South Troy 115/34.5 kV upgrades | $1,867,387 |
Contributor
Description: South Troy 115/34.5 kV: Transmission terminal end and relay upgrades to support interconnection for AG2-356
TO Comments: South Troy transformer replacement is no longer required for AG2-356, just transmission terminal work and relay upgrades.
| Cost Allocation | |||
|---|---|---|---|
| Project | MW Impact | Percent Allocation | Allocated Cost ($USD) |
| AG2-356 | 20.0 MW | 100.0% | $1,867,387 |
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. FirstEnergy 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
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.Meteorological Data Reporting Requirement
The solar generation facility shall provide the Transmission Provider with site-specific meteorological data including:Transmission Owner Requirements
- Temperature (degrees Fahrenheit)
- Atmospheric Pressure (hectopascals)
- Irradiance
- Forced outage data
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 AG2-356 was evaluated as a 20.0 MW (12.0 MW Capacity) injection in the PENELEC area.
AG2-356 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 20.0 MW (20.0 MW under study).
Note: The capacity portion of Generation Interconnection Requests are evaluated for single or N-1 contingencies. The energy portion, ramped up to a percentage of its full energy output based on season and fuel-specific ramping limits, of Generation Interconnection Requests are evaluated for multiple facility (common mode) contingencies (double circuit tower line, fault with a stuck breaker, and bus fault). For additional details regarding Generator Deliverability, reference PJM Manual 14B, Attachment C, Section C.3.
The following flowgates remain after considering the topology reinforcements required by the cycle.
| Study | Area | Facility Description | Contingency Name | Contingency Type | DC|AC | Final Cycle Loading | Rating (MVA) | Rating Type | MVA to Mitigate | MW Contribution | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| GD2 | AP | 01ARMSTR-01KITTAN 138.0 kV Ckt 1 line | AP_P2-2_WP-138-058_SRT-A | Bus | AC | 126.71 % | 209.0 | B | 264.83 | 0.88 | |
| GD2 | AP | 01ARMSTRONG-01ARMSTR 345.0/138.0 kV Ckt 2 transformer | PN_P2-3_PN-230-0347-3-DRTF-013_SRT-SL | Breaker | AC | 100.99 % | 659.0 | B | 665.55 | 2.46 | |
| GD2 | AP | 01ARMSTRONG-01ARMSTR 345.0/138.0 kV Ckt 2 transformer | PN_P2-3_PN-230-0347-3_SRT-A | Breaker | AC | 100.99 % | 659.0 | B | 665.55 | 2.46 | |
| GD2 | AP | 01ARMSTRONG-01ARMSTR 345.0/138.0 kV Ckt 2 transformer | PN_P2-3_PN-230-0347-4_SRT-A | Breaker | AC | 100.88 % | 659.0 | B | 664.83 | 2.46 | |
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-4_SRT-A | Breaker | AC | 127.91 % | 151.0 | B | 193.15 | 0.96 | |
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3_SRT-A | Breaker | AC | 125.87 % | 151.0 | B | 190.06 | 0.96 | |
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3-DRTF-013_SRT-SL | Breaker | AC | 125.87 % | 151.0 | B | 190.06 | 0.96 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-4_SRT-A | Breaker | AC | 129.54 % | 151.0 | B | 195.6 | 0.96 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3-DRTF-013_SRT-SL | Breaker | AC | 127.49 % | 151.0 | B | 192.51 | 0.96 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3_SRT-A | Breaker | AC | 127.49 % | 151.0 | B | 192.51 | 0.96 | |
| GD2 | AP | 01KARNSC-01BUTLER 138.0 kV Ckt 1 line | ATSI_P2-3_CEI-345-041D_SRT-A | Breaker | AC | 100.24 % | 192.0 | B | 192.45 | 0.87 | |
| GD2 | AP | 01KARNSC-01BUTLER 138.0 kV Ckt 1 line | ATSI_P2-3_CEI-345-041E_SRT-A | Breaker | AC | 100.24 % | 192.0 | B | 192.45 | 0.87 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-301_SRT-A | Breaker | AC | 104.14 % | 827.0 | B | 861.27 | 4.03 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-301F-DRT-009_SRT-A | Breaker | AC | 104.14 % | 827.0 | B | 861.27 | 4.03 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-301_SRT-A | Breaker | AC | 104.26 % | 827.0 | B | 862.2 | 4.03 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-301F-DRT-009_SRT-A | Breaker | AC | 104.26 % | 827.0 | B | 862.2 | 4.03 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_10_P42_100570_SRT-A | Breaker | AC | 118.4 % | 618.0 | B | 731.74 | 1.32 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-3_PN-500-004-DRT-008_SRT-SL | Breaker | AC | 117.56 % | 618.0 | B | 726.55 | 1.39 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-3_PN-500-DRT31_SRT-SL | Breaker | AC | 117.56 % | 618.0 | B | 726.55 | 1.39 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_10_P42_100569_SRT-A | Breaker | AC | 117.1 % | 618.0 | B | 723.67 | 1.32 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-3_PN-115-0331-A_SRT-A | Breaker | AC | 116.98 % | 618.0 | B | 722.93 | 1.53 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-3_PN-115-0331-B_SRT-A | Breaker | AC | 116.86 % | 618.0 | B | 722.22 | 1.53 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-2_PN-115-030_SRT-A | Bus | AC | 109.75 % | 618.0 | B | 678.27 | 1.54 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-2_PN-115-031_SRT-A | Bus | AC | 108.41 % | 618.0 | B | 670.0 | 1.5 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P2-2_PN-500-001T_SRT-A | Bus | AC | 105.99 % | 618.0 | B | 655.0 | 1.52 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_08_P22_102799_SRT-A | Bus | AC | 102.88 % | 618.0 | B | 635.79 | 1.35 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_10_P22_100579_SRT-A | Bus | AC | 102.35 % | 618.0 | B | 632.54 | 1.32 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_48_P71_102649_SRT-A | Tower | AC | 102.15 % | 618.0 | B | 631.26 | 1.35 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PECO_P7-1_220-9091_SRT-A/* $ BUCKS $ PECO_P7-1_220-9091 $ DCT | Tower | AC | 101.49 % | 618.0 | B | 627.23 | 1.35 |
The following flowgates were eliminated after considering the topology reinforcements required by the cycle.
| Study | Area | Facility Description | Contingency Name | Contingency Type | DC|AC | Final Cycle Loading | Rating (MVA) | Rating Type | MVA to Mitigate | MW Contribution | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| GD2 | AP/PENELEC | 01SHINGL-26LEWISTWN 230.0 kV Ckt 1 line | PN_P2-3_PN-230-0310-B_SRT-A | Breaker | AC | 107.51 % | 612.0 | B | 657.98 | 1.61 | |
| GD2 | AP/PENELEC | 01SHINGL-26LEWISTWN 230.0 kV Ckt 1 line | PN_P2-3_PN-230-0310-A_SRT-A | Breaker | AC | 107.5 % | 612.0 | B | 657.93 | 1.61 | |
| GD2 | AP/PENELEC | 01SHINGL-26LEWISTWN 230.0 kV Ckt 1 line | PN_P2-3_PN-230-0014-01_SRT-A | Breaker | AC | 107.5 % | 612.0 | B | 657.88 | 1.61 | |
| GD2 | AP/PENELEC | 01SHINGL-26LEWISTWN 230.0 kV Ckt 1 line | PN_P2-3_PN-230-0014-02_SRT-A | Breaker | AC | 106.41 % | 612.0 | B | 651.21 | 1.61 | |
| GD2 | AP/PENELEC | 01SHINGL-26LEWISTWN 230.0 kV Ckt 1 line | PN_P2-3_PN-230-0310-C_SRT-A | Breaker | AC | 106.07 % | 612.0 | B | 649.12 | 1.6 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-304-012_SRT-A | Breaker | AC | 100.18 % | 827.0 | B | 828.5 | 3.16 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-304_SRT-A | Breaker | AC | 100.18 % | 827.0 | B | 828.5 | 3.16 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-304-012_SRT-A | Breaker | AC | 100.15 % | 827.0 | B | 828.23 | 3.16 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-304_SRT-A | Breaker | AC | 100.15 % | 827.0 | B | 828.23 | 3.16 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PL_10_P12_000085_SRT-A | Single | AC | 105.09 % | 618.0 | B | 649.44 | 0.91 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | Base Case | Single | AC | 104.91 % | 493.0 | A | 517.19 | 0.93 | |
| GD2 | PENELEC/PL | 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | PN_P1-2_PN-115-094_A_SRT-A | Single | AC | 103.04 % | 618.0 | B | 636.77 | 1.05 | |
| GD2 | AP/PENELEC | 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | AP_P2-3_WP-230-643_SRT-A | Breaker | AC | 100.9 % | 587.0 | B | 592.31 | 1.23 | |
| GD2 | AP/PENELEC | 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | AP_P2-2_WP-230-004_SRT-A | Bus | AC | 100.9 % | 587.0 | B | 592.3 | 1.23 | |
| GD2 | AP/PENELEC | 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | AP_P2-3_WP-230-456_SRT-A | Breaker | AC | 100.9 % | 587.0 | B | 592.28 | 1.23 |
Winter Peak Analysis
The New Service Request AG2-356 was evaluated as a 20.0 MW (12.0 MW Capacity) injection in the PENELEC area.
AG2-356 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 20.0 MW (20.0 MW under study).
Note: The energy portion, ramped up to a percentage of its full energy output based on season and fuel-specific ramping limits, of Generation Interconnection Requests are evaluated for single or N-1 contingencies and multiple facility (common mode) contingencies (double circuit tower line, fault with a stuck breaker, and bus fault). For additional details regarding Generator Deliverability, reference PJM Manual 14B, Attachment C, Section C.3.
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 Analysis
The New Service Request AG2-356 was evaluated as a 20.0 MW injection
AG2-356 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 20.0 MW (20.0 MW under study).
Note: The capacity portion of Generation Interconnection Requests are evaluated for single or N-1 contingencies. The energy portion, ramped up to a percentage of its full energy output based on season and fuel-specific ramping limits, of Generation Interconnection Requests are evaluated for multiple facility (common mode) contingencies (double circuit tower line, fault with a stuck breaker, and bus fault). For additional details regarding Generator Deliverability, reference PJM Manual 14B, Attachment C, Section C.3.
The following flowgates remain after considering the topology reinforcements required by the cycle.
| Study | Area | Facility Description | Contingency Name | Contingency Type | DC|AC | Final Cycle Loading | Rating (MVA) | Rating Type | MVA to Mitigate | MW Contribution | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3_SRT-A | Breaker | AC | 113.9 % | 151.0 | B | 171.99 | 0.6 | |
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3-DRTF-013_SRT-SL | Breaker | AC | 113.9 % | 151.0 | B | 171.99 | 0.6 | |
| GD2 | AP | 01COLMBGPN-01KISKIV 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-4_SRT-A | Breaker | AC | 113.63 % | 151.0 | B | 171.58 | 0.6 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3_SRT-A | Breaker | AC | 115.49 % | 151.0 | B | 174.4 | 0.6 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-3-DRTF-013_SRT-SL | Breaker | AC | 115.49 % | 151.0 | B | 174.4 | 0.6 | |
| GD2 | AP | 01GAR RN-01COLMBGPN 138.0 kV Ckt 1 line | PN_P2-3_PN-230-0347-4_SRT-A | Breaker | AC | 115.22 % | 151.0 | B | 173.99 | 0.6 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-230-0183-210_SRT-A | Breaker | AC | 116.4 % | 824.0 | B | 959.11 | 2.49 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-2_PN-230-001T_SRT-A | Bus | AC | 116.4 % | 824.0 | B | 959.11 | 2.49 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-304_SRT-A | Breaker | AC | 115.74 % | 824.0 | B | 953.68 | 1.98 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-304-012_SRT-A | Breaker | AC | 115.74 % | 824.0 | B | 953.68 | 1.98 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | Base Case | Single | AC | 115.33 % | 647.0 | A | 746.2 | 1.98 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-2_PN-345-001T-DRT-001_SRT-A | Bus | AC | 115.29 % | 824.0 | B | 950.01 | 2.49 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-2_PN-345-001T_SRT-A | Bus | AC | 115.29 % | 824.0 | B | 950.01 | 2.49 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-230-0183-207_SRT-A | Breaker | AC | 114.46 % | 824.0 | B | 943.15 | 2.47 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P1-3_DRT-230-003-DRT_SRT-SL | Single | AC | 114.26 % | 824.0 | B | 941.52 | 2.49 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-230-9A_SRT-A | Breaker | AC | 113.58 % | 824.0 | B | 935.91 | 2.45 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-3_PN-345-0183-307-DRT-010_SRT-A | Breaker | AC | 113.33 % | 824.0 | B | 933.84 | 1.28 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | AP_P1-2_WP-345-311T_SRT-A | Single | AC | 112.17 % | 824.0 | B | 924.27 | 2.52 | |
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | AP_P2-2_WP-138-059_SRT-A | Bus | AC | 101.35 % | 824.0 | B | 835.08 | 2.21 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-230-0183-210_SRT-A | Breaker | AC | 116.25 % | 824.0 | B | 957.94 | 2.49 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-2_PN-230-001T_SRT-A | Bus | AC | 116.25 % | 824.0 | B | 957.94 | 2.49 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-304_SRT-A | Breaker | AC | 115.64 % | 824.0 | B | 952.84 | 1.98 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-304-012_SRT-A | Breaker | AC | 115.64 % | 824.0 | B | 952.84 | 1.98 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | Base Case | Single | AC | 115.28 % | 647.0 | A | 745.89 | 1.98 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-2_PN-345-001T_SRT-A | Bus | AC | 115.18 % | 824.0 | B | 949.12 | 2.49 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-2_PN-345-001T-DRT-001_SRT-A | Bus | AC | 115.18 % | 824.0 | B | 949.12 | 2.49 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-230-0183-207_SRT-A | Breaker | AC | 114.34 % | 824.0 | B | 942.12 | 2.47 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P1-3_DRT-230-003-DRT_SRT-SL | Single | AC | 114.15 % | 824.0 | B | 940.63 | 2.49 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-230-9A_SRT-A | Breaker | AC | 113.45 % | 824.0 | B | 934.82 | 2.45 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-3_PN-345-0183-308_SRT-A | Breaker | AC | 113.24 % | 824.0 | B | 933.07 | 1.28 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | AP_P1-2_WP-345-311T_SRT-A | Single | AC | 112.28 % | 824.0 | B | 925.16 | 2.52 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | AP_P2-2_WP-138-059_SRT-A | Bus | AC | 101.34 % | 824.0 | B | 835.02 | 2.21 |
The following flowgates were eliminated after considering the topology reinforcements required by the cycle.
| Study | Area | Facility Description | Contingency Name | Contingency Type | DC|AC | Final Cycle Loading | Rating (MVA) | Rating Type | MVA to Mitigate | MW Contribution | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| GD2 | PENELEC | 26HOMER CT _-26HOMER CT 230.0 kV Ckt S line | PN_P2-2_PN-345-1185-2_SRT-A | Bus | AC | 100.48 % | 824.0 | B | 827.92 | 1.96 | |
| GD2 | PENELEC | 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | PN_P2-2_PN-345-1185-2_SRT-A | Bus | AC | 100.58 % | 824.0 | B | 828.75 | 1.96 |
Short Circuit Analysis
Analysis Complete - No Issues
Based on PJM’s TC2 Phase II Short Circuit Analysis, this project did not contribute >1% fault duty to any previously identified overdutied breakers, nor did it cause any new overdutied breakers.
Please note that in TC2 Phase III, PJM will perform additional analysis including the evaluation of impacts from topology upgrades which may have potential effects on breaker duties not seen in the Phase II analysis.
Stability Analysis
Not Required
PJM has reviewed this project submission and determined that a stability study is not required due to connection to a non-BES facility.
Reactive Power Analysis
Not Required
Reactive Power Analysis was not performed. This project is responsible for meeting all applicable power factor requirements based on the project Agreements per PJM’s Tariff, Part IX, Subpart B, App. 2, section 4.6.1.
Steady-State Voltage Analysis
Not Required
A steady state voltage analysis is evaluated on a project-by-project basis and depends on specific project parameters. For this project, a steady state voltage analysis is not required per PJM's Manual 14H, Section 4.5.2.
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 ID | Project Name | Status |
| AA1-082 | E. Towanda 230kV | In Service |
| AA2-133 | Wyalusing 34.5kV | In Service |
| AD2-062 | Roxbury-Greene 138 kV | Withdrawn |
| AD2-133 | Eagle Valley 115kV | In Service |
| AE1-071 | Shade Gap-Roxbury 115 kV | In Service |
| AE2-001 | Nittany-Zion 46 kV | Suspended |
| AE2-060 | Mifflintown Bus-Mifflintown Tap 69 kV | In Service |
| AE2-074 | Potter 46 kV | Under Construction |
| AE2-113 | Farmers Valley-Ridgeway 115 kV | Under Construction |
| AE2-117 | ABW Tap-Alexandria 46 kV | Suspended |
| AE2-118 | ABW Tap-Williamsburg 46 kV | Engineering & Procurement |
| AE2-126 | Dubois-Curwensville 34.5 kV | In Service |
| AE2-129 | Philipsburg-Clarence 34.5 kV | In Service |
| AE2-131 | Philipsburg-Karthaus 34.5 | Under Construction |
| AE2-139 | East Towanda-Grover 230 kV | Engineering & Procurement |
| AE2-224 | Bear Rock-Johnstown 230 kV | In Service |
| AE2-248 | Fillmore-Thompson Farm 46 kV | Suspended |
| AE2-262 | Moshannon-Milesburg 230 kV | Engineering & Procurement |
| AE2-263 | Moshannon-Milesburg 230 kV II | Engineering & Procurement |
| AE2-316 | Brookville-Squab Hollow 138 kV | Under Construction |
| AE2-344 | Edinboro South-Venango Junction 115 kV | Withdrawn |
| AF1-006 | Fairview East 34.5 kV | In Service |
| AF1-039 | Listonburg-Highpoint 24.9 kV | In Service |
| AF1-086 | Madera-Westover South 115 kV | Partially in Service - Under Construction |
| AF1-094 | Union City-Cambridge Springs 34.5 kV | Engineering & Procurement |
| AF1-098 | Four Mile Jct-Corry East 115 kV | Suspended |
| AF1-134 | Philipsburg-Madera 34.5 kV | Under Construction |
| AF1-140 | Claysburg 23 kV | Engineering & Procurement |
| AF1-143 | Lick Run 115 kV | Engineering & Procurement |
| AF1-153 | Motion-Ridgeway 46 kV | Suspended |
| AF1-167 | West Freedom-C&K Coal 25 kV | Suspended |
| AF1-272 | Lucerne 115 kV | Engineering & Procurement |
| AF1-287 | Edinboro South 34.5 kV II | Withdrawn |
| AF1-302 | Brookville-Squab Hollow 138 kV | Under Construction |
| AF1-321 | Hooversville 115 kV I | Suspended |
| AF2-001 | Hooversville 115 kV II | Suspended |
| AF2-002 | Hooversville 115 kV III | Suspended |
| AF2-010 | Union City-Titusville 115 kV | Withdrawn |
| AF2-039 | Shawville-Clearfield 34.5 kV | Under Construction |
| AF2-050 | Bear Rock-Johnstown 230 kV | Engineering & Procurement |
| AF2-088 | Shawville-Clearfield 34.5 kV II | Under Construction |
| AF2-092 | Snake Spring-Bedford Area 23 kV | Withdrawn |
| AF2-130 | Cobalt Corners 34.5 kV | In Service |
| AF2-165 | Clark Summit-Emlenton 34.5 kV | In Service |
| AF2-221 | Scalp Level 22.9 kV | Suspended |
| AF2-229 | Roxbury 23 kV | Engineering & Procurement |
| AF2-238 | Mansfield-South Troy 34.5 kV | Engineering & Procurement |
| AF2-294 | Thompson 34.5 kV | Suspended |
| AF2-296 | Madera 34.5 kV | Engineering & Procurement |
| AF2-361 | Mifflintown Tap 69 kV | Under Construction |
| AG1-040 | Morgan Street-Mount Hope 34.5 kV | Engineering & Procurement |
| AG1-090 | Philipsburg 115 kV | Engineering & Procurement |
| AG1-100 | Venango-Saegertown 34.5 kV | Engineering & Procurement |
| AG1-140 | Union City 34.5 kV | Suspended |
| AG1-193 | Utica Junction 34.5 kV | Withdrawn |
| AG1-197 | Morgan Street-Cochranton 34.5 kV | Suspended |
| AG1-198 | Union City 34.5 kV | In Service |
| AG1-253 | Erie East-Union City 34.5 kV | Suspended |
| AG1-281 | Claysburg-HCR Tap 46 kV | Engineering & Procurement |
| AG1-377 | Philipsburg 115 kV | Engineering & Procurement |
| AG1-378 | Philipsburg 115 kV | Engineering & Procurement |
| AG1-548 | Erie South-Union City 115 kV | Engineering & Procurement |
| AG2-176 | Geneva 115 kV | Active |
| AG2-200 | North Warren - Russell 34.5 kV | Active |
| AG2-411 | Statler Hill 115 kV | Active |
| AG2-420 | Eclipse #2 34.5 kV | Active |
| AG2-429 | Burma - Armstrong 138 kV | Active |
| AG2-561 | Glory - Glen Campbell 34.5 kV | Active |
| AH1-452 | Clementine-Clementine Jct. 25 kV | Active |
| AH1-460 | Hooversville - Scalp Level 115 kV | Active |
| AH1-667 | Philipsburg-Shawville 34.5 kV | Active |
| Y1-033 | Penn Mar-Rock Wood 115kV | In Service |
Affected System - PJM Identified Violations
As part of PJM's analysis, per Tariff Part VII.G.336 & Manual 14H, Section 13, 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.
Affected System - Non-PJM Identified Violations
In accordance with PJM Tariff Part VII, Subpart D, section 310.A and as outlined in PJM Manual 14H, Sections 4.5 and 13, in Phase II of the Cycle, PJM provides the Affected System Operator any updates on the PJM projects that require an Affected Systems Study based on their response at DP1. New Service Requests that require an Affected Systems Study are required to enter into an Affected Systems Study Agreement with the Affected System Operator, as applicable, prior to the close of DP2 or they will be withdrawn from the Cycle.
If the Project Developer already entered into the necessary agreement and the results are available, PJM will supply them in the Phase II SIS report. See below for the status of any required Affected Systems Study. A status of “Pending” means that the study is not yet completed by the Affected System Operator. If your project requires an Affected Systems Study and your results are not provided for Phase II SIS, PJM anticipates providing them in the Phase III SIS per Tariff Part VII.D.312.
System Reinforcements
No cost allocated system reinforcements were identified for this project in the Phase II System Impact Study load flow analysis.
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: n9734.0
- Type
- Load Flow
- TO
- APS
- RTEP ID / TO ID
- n9734.0 / TC2-APS-036.a
- Title
- Upgrade/Replace (6) 138kV Substation Conductors [(2) ACSR 954 45/7 & (4) AAC 1000 37]
- Description
- Upgrade/Replace (6) 138kV Substation Conductors [(2) ACSR 954 45/7 & (4) AAC 1000 37]
- Total Cost ($USD)
- $1,084,903
- Discounted Total Cost ($USD)
- $1,084,903
- Allocated Cost ($USD)
- $0
- Time Estimate
- 15 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01ARMSTR-01ARMSTRONG 138.0/345.0 kV Ckt 2 transformer | (Any) |
|
System Reinforcement
- Type
- Load Flow
- TO
- APS
- RTEP ID / TO ID
- (Pending) / APS-2024-010 (Supplemental)
- Title
- Misoperation Relays: Armstrong - Kittanning 138 kV Line (Supplemental - Projected ISD 9/10/2029)
- Description
- At Armstrong Substation, replace disconnect switches, line trap, line turner and coax, CVT and relaying. At Kittanning Substation, replace circuit breaker, disconnect switches, line trap, line turner and coax, CVT and relaying. Solution Meeting: https://www.pjm.com/-/media/DotCom/committees-groups/committees/srrtep-w/2025/20251017/20251017-item-02---aps-supplemental-projects.pdf
- Total Cost ($USD)
- $3,440,000
- Discounted Total Cost ($USD)
- $3,440,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- TBD
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01ARMSTR-01KITTAN 138.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n9717.0
- Type
- Load Flow
- TO
- APS
- RTEP ID / TO ID
- n9717.0 / TC1-PH1-076
- Title
- Reconductor Butler - Karns City 138 kV line. Also upgrade terminal end equipment.
- Description
- Reconductor (Possible Rebuild) ~15.6 miles on the Butler - Karns City 138 kV line.
- Total Cost ($USD)
- $51,840,579
- Discounted Total Cost ($USD)
- $51,840,579
- Allocated Cost ($USD)
- $0
- Time Estimate
- 30 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01BUTLER-01KARNSC 138.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n6183
- Type
- Load Flow
- TO
- APS
- RTEP ID / TO ID
- n6183
- Title
- Rebuild 10.4 miles of 4/0 CU from Columbia Big Pine - Garretts Run Jct 138 kV (99 spans). Also upgrade terminal end equipment.
- Description
- Rebuild 10.4 miles of 4/0 CU from Columbia Big Pine - Garretts Run Jct 138 kV (99 spans) using 954 kcmil 45/7 STR ACSR.
- Total Cost ($USD)
- $36,946,687
- Discounted Total Cost ($USD)
- $36,946,687
- Allocated Cost ($USD)
- $0
- Time Estimate
- 26 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01COLMBGPN-01GAR RN 138.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n7171.1
- Type
- Load Flow
- TO
- APS
- RTEP ID / TO ID
- n7171.1
- Title
- Rebuild approximately 4.0 miles of 4/0 CU on the Kiski Valley to Columbia Big Pine 138kV line. Also upgrade terminal end equipment.
- Description
- Rebuild approximately 4.0 miles of 4/0 CU on the Kiski Valley to Columbia Big Pine 138kV line using 954 KCMIL 45/7 STR ACSR.
- Total Cost ($USD)
- $15,258,720
- Discounted Total Cost ($USD)
- $15,258,720
- Allocated Cost ($USD)
- $0
- Time Estimate
- 20 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01KISKIV-01COLMBGPN 138.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: s3335.1
- Type
- Load Flow
- TO
- PENELEC
- RTEP ID / TO ID
- s3335.1 / PN-2024-007
- Title
- Replace Homer City South 345/230-23kV Transformer
- Description
- Replace the South 345/230-23kV Transformer and associated equipment with: - One(1) 345/230kV Transformer with three single-phase units - Replace 345 kV circuit switcher, disconnects, circuit breaker, and substation conductor Transformer Ratings: - Before Proposed Solution: 649/836/793/984 MVA (SN/SLTE/WN/WLTE) - After Proposed Solution: 913/1147/1201/1376 MVA (SN/SLTE/WN/WLTE)
- Cost Information
- Time Estimate
- Jun 01 2027
Not Contingent Note: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned supplemental project. AG2-356 is not contingent on this supplemental project as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26HOMER CT-26HOMER CT _ 230.0 kV Ckt S line | (Any) |
| ||||||||||||||||
| 26HOMER CY-26HOMER CT _ 345.0/230.0 kV Ckt S transformer | (Any) |
|
System Reinforcement: s0945.1
- Type
- Load Flow
- TO
- PPL
- RTEP ID / TO ID
- s0945.1
- Title
- Rebuild the Juniata 230/69 kV Substation
- Description
- None
- Cost Information
- Time Estimate
- Dec 18 2025
Not Contingent Note: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned supplemental project. AG2-356 is not contingent on this supplemental project as it is already in-service.
| Facility | Contingency | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n6818
- Type
- Load Flow
- TO
- PPL
- RTEP ID / TO ID
- n6818
- Title
- Rebuild PPL's ~0.9 miles LEWI-JUNI 230kV Line with a summer normal rating of at least 3000 Amps.
- Description
- The FE portion of the line is rated at 546/666 MVA SN/SE. The PPL portion is limiting, which requires n6818. Reinforcement scope no longer includes any substation scope as Juniata 230kV substation is being rebuilt under S0945.1. Actual PPL facility ratings after upgrade: 815/928 MVA SN/SE
- Total Cost ($USD)
- $1,900,000
- Discounted Total Cost ($USD)
- $1,900,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- 24 to 36 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n6817.1
- Type
- Load Flow
- TO
- PENELEC
- RTEP ID / TO ID
- n6817.1
- Title
- Rebuild 24.59 miles of the Lewistown-Juniata 230kV transmission line and upgrade terminal ends
- Description
- Rebuild 24.59 miles of the Lewistown-Juniata 230kV transmission line and upgrade terminal ends. Expected FE facility ratings: 835/961/1051 MVA SN/SE/SLD. FE upgade n6817.1 required in addition to n6818 (Rebuild of PPL section of line). PPL ratings after n6818 are only 815/928 MVA SN/SE. Expected line ratings after n6818 & n6817.1 will be 815/928 MVA SN/SE.
- Total Cost ($USD)
- $122,656,404
- Discounted Total Cost ($USD)
- $122,656,404
- Allocated Cost ($USD)
- $0
- Time Estimate
- 81 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AG2-356 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AG2-356 could receive cost allocation. Although AG2-356 may not presently have cost responsibility for this upgrade, AG2-356 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26LEWISTWN-JUNI 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: b3780.7
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.7
- Title
- Build new Batavia Road substation (Projected ISD 12/31/2028)
- Description
- Build Batavia Road substation. Add 4 x 230kV breaker bays
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.8
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.8
- Title
- Graceton 500 kV substation expansion (Projected ISD 12/31/2028)
- Description
- Add 3x 500 kV breaker bays, 2x 500/230 kV auto transformer, 1x 500 kV caps
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.9
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.9
- Title
- Graceton to Batavia Road 230 kV double circuit pole line (Projected ISD 12/31/2028)
- Description
- Graceton to Batavia Road 230 kV double circuit pole line New rating: 1331 MVA SN/ 1594 MVA SE
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.13
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.13
- Title
- Batavia Road to Riverside 230 kV reconductor
- Description
- Batavia Road to Riverside 230 kV reconductor New rating: 1941 MVA SN / 2181 MVA SE
- Cost Information
- Time Estimate
- Dec 31 2027
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.15
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.15
- Title
- Cut in 5012 Peach Bottom-Conastone 500 kV line into North Delta 500/230 kV sub
- Description
- Cut in 5012 Peach Bottom-Conastone 500 kV line into North Delta 500/230 kV substation by rebuilding 5012 between new terminal at Peach Bottom South and North Delta on single circuit structures and terminating at North Delta.
- Cost Information
- Time Estimate
- Apr 10 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.17
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.17
- Title
- Cut in 5012 Peach Bottom-Conastone 500 kV line into North Delta 500/230 kV sub (Transource)
- Description
- Cut in 5012 Peach Bottom-Conastone 500 kV line into North Delta 500/230 kV substation by rebuilding 5012 between new terminal at Peach Bottom South and North Delta on single circuit structures and terminating at North Delta (Transource Scope).
- Cost Information
- Time Estimate
- May 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.34
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.34
- Title
- Rebuild 5012 (existing Peach Bottom-Conastone) (new Graceton-Conastone) 500 kV and cut into North Delta 500kV (Projected ISD 12/31/2030)
- Description
- Rebuild 5012 (existing Peach Bottom-Conastone) (new Graceton-Conastone) 500 kV line on single circuit structures within existing ROW and cut into North Delta 500 kV and Gracetone 500 kV stations.
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.35
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.35
- Title
- Rebuild 5012 (existing Peach Bottom-Conastone) (new North Delta-Graceton PECO) 500 kV (Projected ISD 12/1/2030)
- Description
- Rebuild 5012 (existing Peach Bottom-Conastone) (new North Delta-Graceton PECO) 500 kV line on single circuit structures within existing ROW and cut into North Delta 500 kV and Gracetone 500 kV stations.
- Cost Information
- Time Estimate
- Apr 10 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.36
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.36
- Title
- Rebuild 5012 (existing Peach Bottom-Conastone) (new North Delta-Graceton BGE) 500 kV (Projected ISD 12/31/2030)
- Description
- Rebuild 5012 (existing Peach Bottom-Conastone) (new North Delta-Graceton BGE) 500 kV line on single circuit structures within existing ROW and cut into North Delta 500 kV and Gracetone 500 kV stations.
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.1
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.1
- Title
- Peach Bottom North upgrades – substation work (Projected ISD 12/31/2028)
- Description
- Add 3x 500 kV breakers to form a breaker-and-a-half bay.
- Cost Information
- Time Estimate
- Oct 15 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.52
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.52
- Title
- Reconfigure Peach Bottom North and South 500 kV yards (Projected ISD 12/1/2030)
- Description
- Reconfigure Peach Bottom North and South yards to allow for termination of 500 kV lines from Peach Bottom to North Delta. North Delta 500 kV termination for the new Peach Bottom-North Delta 500 kV line.
- Cost Information
- Time Estimate
- Dec 01 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.14
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.14
- Title
- Reconfigure Cooper transmission feeds by establishing new Cooper-North Delta 230 kV line and rerouting existing transmissions lines by Cooper.
- Description
- None
- Cost Information
- Time Estimate
- Oct 23 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.16
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.16
- Title
- Terminate new Cooper-North Delta 230 kV line (Transource Scope) at North Delta 230 kV
- Description
- None
- Cost Information
- Time Estimate
- Oct 15 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.45
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.45
- Title
- North Delta 500 kV termination for the Rock Springs 500 kV line (5034/5014 line) (PECO work).
- Description
- Loops in the 500kV line from Peach Bottom to Rock Springs into the new North Delta (Bramah) sub
- Cost Information
- Time Estimate
- Jan 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.50
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.50
- Title
- North Delta 500 kV termination for the Rock Springs 500 kV line (5034/5014 line) (Transource work).
- Description
- Loops in the 500kV line from Peach Bottom to Rock Springs into the new North Delta (Bramah) sub
- Cost Information
- Time Estimate
- Jan 23 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.46
- Type
- Load Flow
- TO
- PEPCO
- RTEP ID / TO ID
- b3800.46
- Title
- North Delta 500 kV termination for the new Peach Bottom-North Delta 500 kV line (PECO work).
- Description
- Loops in the 500kV line from Peach Bottom to Rock Springs into the new North Delta (Bramah) sub
- Cost Information
- Time Estimate
- Dec 11 2029
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.51
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.51
- Title
- North Delta 500 kV termination for the new Peach Bottom-North Delta 500 kV line (Transource work).
- Description
- Loops in the 500kV line from Peach Bottom to Rock Springs into the new North Delta (Bramah) sub
- Cost Information
- Time Estimate
- May 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.31
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.31
- Title
- Build new North Delta-High Ridge 500 kV line - PECO Portion (Projected ISD 12/1/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 15 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.44
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.44
- Title
- North Delta termination for the North Delta-High Ridge 500 line (PECO work).
- Description
- None
- Cost Information
- Time Estimate
- Dec 15 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.48
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.48
- Title
- North Delta termination for the North Delta-High Ridge 500 line (Transource work).
- Description
- None
- Cost Information
- Time Estimate
- Dec 15 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3737.47
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3737.47
- Title
- Build New North Delta 500 kV substation (Four bay breaker and half configuration)
- Description
- Build New North Delta 500 kV substation (four bay breaker and half configuration) - the substation will include 12 - 500kV breakers and one 500/230 kV transformer, will allow the termination of six - 500 kV lines
- Cost Information
- Time Estimate
- Oct 06 2027
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.29
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.29
- Title
- High Ridge termination for the North Delta-High Ridge 500 kV line (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.32
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.32
- Title
- Build new North Delta-High Ridge 500 kV line - BGE Portion (Projected ISD 12/31/2030)
- Description
- Build new North Delta-High Ridge 500 kV line. (~59 miles)
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.26
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.26
- Title
- Build High Ridge 500 kV substation - Three bay breaker and half configuration (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.5
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.5
- Title
- Build Solley Road substation + Statcom (Projected ISD 12/31/2028)
- Description
- Build Solley Road substation + Statcom. New STATCOM rating: 350 MVAR Add 4x 230 kV breakers bays.
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.27
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.27
- Title
- High Ridge 500 kV substation (cut into Brighton-Waugh Chapel 500 kV line) - Waugh Chapel side (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.28
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.28
- Title
- High Ridge 500 kV substation (cut into Brighton-Waugh Chapel 500 kV line) -Brighton side (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.30
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.30
- Title
- High Ridge - Install two 500/230 kV transformers (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.47
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.47
- Title
- Build new Peach Bottom South-North Delta 500 kV line (Projected ISD 12/1/2030)
- Description
- Build new Peach Bottom South-North Delta 500 kV line – cut in to Peach Bottom tie No. 1 and extending line to North Delta (~1.25 miles new ROW).
- Cost Information
- Time Estimate
- Jan 14 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.42
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.42
- Title
- Peach Bottom 500kV North bus upgrade (Projected ISD 12/1/2030)
- Description
- Peach Bottom 500kV North bus upgrade - Replace 11 – Instances of strain bus conductor used for breaker drops or CT drops, 7 – 500 kV disconnect switches, 7 – Free Standing CTs, 1 – 500 kV breaker, 2 – Breaker relays or meters.
- Cost Information
- Time Estimate
- Dec 01 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.49
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3800.49
- Title
- North Delta 500 kV termination for the Calpine generator (Calpine/Transource work).
- Description
- None
- Cost Information
- Time Estimate
- Oct 06 2027
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.37
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.37
- Title
- Replace terminal equipment limitations at Conastone 500 kV - on the (existing Peach Bottom-Conastone) or (new Graceton-Conastone) 500 kV line (Projected ISD 12/31/2030)
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.6
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.6
- Title
- Build Granite substation + Statcom (Projected ISD 12/31/2028)
- Description
- Build Granite substation + Statcom. New STATCOM rating: 350 MVAR. Add 4x 230 kV breaker bays.
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.11
- Type
- Load Flow
- TO
- PEPCO
- RTEP ID / TO ID
- b3780.11
- Title
- Brighton Statcom and Capacitor (Projected ISD 12/31/2028)
- Description
- Brighton Statcom and capacitor New STATCOM rating: 350 MVAR New capacitor rating: 350 MVAR
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3800.33
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3800.33
- Title
- Replace terminal equipment limitations at Brighton 500 kV - on the existing Brighton-Waugh Chapel 500 kV (5053) or new Brighton-High Ridge 500 kV.
- Description
- None
- Cost Information
- Time Estimate
- Dec 31 2030
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.2
- Type
- Load Flow
- TO
- PECO
- RTEP ID / TO ID
- b3780.2
- Title
- Peach Bottom to Graceton (PECO Portion) – New 500kV Line
- Description
- Peach Bottom to Graceton (PECO Portion) – New 500kV Line. New rating: 4503 MVA SN/ 5022 MVA SE. This is a baseline identified for the announced Brandon Shores deactivation.
- Cost Information
- Time Estimate
- Oct 23 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: b3780.4
- Type
- Load Flow
- TO
- BGE
- RTEP ID / TO ID
- b3780.4
- Title
- Peach Bottom to Graceton (BGE Portion) – New 500kV Line
- Description
- New rating: 4503 MVA SN/ 5022 MVA SE. This is a baseline identified for the announced Brandon Shores deactivation.
- Cost Information
- Time Estimate
- Dec 31 2028
Not ContingentTopology Changing Note 1: AG2-356 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AG2-356 is not contingent on this baseline upgrade as it does not meet the criteria for being a contingent facility or for having cost allocation for the upgrade. Note 2: This topology changing reinforcement was developed by the transmission owner and modeled in PJM analysis to address cycle overload(s). A flowgate that this project contributed to was identified as requiring this topology reinforcement.
| Facility | Contingency | ||
|---|---|---|---|
| 26SHAWVL 2-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 26LEWISTWN-01SHINGL 230.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |