AH1-703 Phase II System Impact Study Report
v1.00 released 2026-06-03 17:50
Bergen 230kV
51.254 MW Capacity / 35.61 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 Parkway Generation Operating LLC; Parkway Generation Operating, LLC, and the Transmission Provider (TP) is PJM Interconnection, LLC (PJM). The interconnected Transmission Owner (TO) is Public Service Electric and Gas Company.
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 does not meet the Adverse Study Impact Criteria and has the option to either move forward in the Cycle process or withdraw at DP2 with Readiness Deposit #1 forfeited. See adverse study impact 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 an uprate to a planned/existing Natural Gas facility located in the Public Service Electric and Gas Company zone — Bergen County, New Jersey. This project is an increase to the developer’s AB2-092 project(s), which will share the same Point of Interconnection. The AH1-703 project is a 35.61 MW uprate (51.254 MW Capacity uprate) to the previous project(s). The total installed facilities will have a capability of 670.61 MW with 102.35 MW of this output being recognized by PJM as Capacity.Project Information
Physical Interconnection Facility Study
The transmission owner has completed the Physical Interconnection Facilities Study. This report is available for download.
Point of Interconnection
AH1-703 will interconnect on the Public Service Electric and Gas Company transmission system at Bergen 230kV Substation.
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 AH1-703 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 AH1-703 | 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 | $0 | $0 | $0 |
| Distribution | $0 | $0 | $0 |
| Affected System Reinforcements | |||
| AFS - PJM Violations | $0 | $0 | $0 |
| AFS - Non-PJM Violations | $0 | $0 | $0 |
| Total | $0 | $0 | $0 |
* 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 AH1-703
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 AH1-703
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
No TO Interconnection Facilities or Physical Network Upgrades are required for this project.
Transmission Owner Analysis
No impacts identified by Transmission Owner.
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. PSEG 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.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 AH1-703 was evaluated as a 35.61 MW (51.254 MW Capacity) injection in the PSEG area.
AH1-703 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 670.61 MW (35.61 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.
(No impacts were found for this analysis)
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/PJM | CHAN-01DOUBS 500.0 kV Ckt 1 line | PJM_500_BG_P4_5_CNSTN_C_SRT-A | Breaker | AC | 105.04 % | 4150.0 | B | 4359.2 | 11.1 | |
| GD2 | AP/PJM | CHAN-01DOUBS 500.0 kV Ckt 1 line | BGE_P4_GRACETON_51_SRT-A | Breaker | AC | 105.01 % | 4150.0 | B | 4357.8 | 11.1 | |
| GD2 | AP/PJM | CHAN-01DOUBS 500.0 kV Ckt 1 line | PECO_P4_PEACH235_SRT-A/* $ CHESCO $ PECO_P4_PEACH235 $ STBK | Breaker | AC | 104.99 % | 4150.0 | B | 4357.18 | 11.1 | |
| GD2 | AP/PJM | CHAN-01DOUBS 500.0 kV Ckt 1 line | PJM_500_BG_P4_5_CNSTN_B_SRT-A | Breaker | AC | 104.65 % | 4150.0 | B | 4342.89 | 11.15 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | AP_P2-3_PE-500-019E_SRT-SL | Breaker | AC | 127.16 % | 3098.0 | B | 3939.34 | 8.45 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | AP_P1-2_PE-500-3835T_SRT-A | Single | AC | 116.99 % | 3098.0 | B | 3624.44 | 8.42 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | AP_P2-3_PE-500-019B_SRT-A | Breaker | AC | 111.62 % | 3098.0 | B | 3458.01 | 6.86 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | PECO_P4_PEACH025_SRT-A/* $ CHESCO $ PECO_P4_PEACH025 $ STBK | Breaker | AC | 103.85 % | 3098.0 | B | 3217.41 | 6.7 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | BG_P7_CNSTN_NWEST2_SRT-A | Tower | AC | 102.61 % | 3098.0 | B | 3178.71 | 6.25 | |
| GD2 | PJM | CNASTONE-BRIGHTON 500.0 kV Ckt 1 line | PECO_P4_PEACH035_SRT-A/* $ CHESCO $ PECO_P4_PEACH035 $ STBK | Breaker | AC | 101.69 % | 3098.0 | B | 3150.34 | 6.65 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | PJM_500_BG_P4_5_CNSTN_C_SRT-A | Breaker | AC | 133.22 % | 3486.0 | B | 4644.1 | 10.01 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | BGE_P4_GRACETON_51_SRT-A | Breaker | AC | 133.22 % | 3486.0 | B | 4644.06 | 10.01 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | PECO_P4_PEACH235_SRT-A/* $ CHESCO $ PECO_P4_PEACH235 $ STBK | Breaker | AC | 133.16 % | 3486.0 | B | 4641.99 | 10.01 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | PJM_500_BG_P4_5_CNSTN_B_SRT-A | Breaker | AC | 133.05 % | 3486.0 | B | 4638.14 | 10.04 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | PECO_P1-2_5012_SRT-A | Single | AC | 120.33 % | 3486.0 | B | 4194.82 | 10.01 | |
| GD2 | PJM | PCHBTM1N-CHAN 500.0 kV Ckt 1 line | PECO_P4_PEACH245_SRT-A/* $ CHESCO $ PECO_P4_PEACH245 $ STBK | Breaker | AC | 111.17 % | 3486.0 | B | 3875.5 | 10.22 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | AP_P2-3_PE-500-019E_SRT-SL | Breaker | AC | 150.91 % | 3620.0 | B | 5462.93 | 13.33 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | AP_P2-3_PE-500-019B_SRT-A | Breaker | AC | 145.49 % | 3620.0 | B | 5266.8 | 12.47 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PECO_P4_PEACH025_SRT-A/* $ CHESCO $ PECO_P4_PEACH025 $ STBK | Breaker | AC | 140.01 % | 3620.0 | B | 5068.35 | 11.48 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | AP_P1-2_PE-500-3835T_SRT-A | Single | AC | 136.68 % | 3620.0 | B | 4947.73 | 13.33 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PECO_P4_PEACH035_SRT-A/* $ CHESCO $ PECO_P4_PEACH035 $ STBK | Breaker | AC | 134.7 % | 3620.0 | B | 4876.15 | 11.26 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PECO_P1-2_5007_SRT-A/* $ CHESCO $ PECO_P1-2_5007 $ L | Single | AC | 126.49 % | 3620.0 | B | 4579.06 | 11.48 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PJM_500_BG_P4_5_CNSTN_M_SRT-A | Breaker | AC | 116.54 % | 3620.0 | B | 4218.81 | 8.04 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | Base Case | Single | AC | 113.37 % | 2920.0 | A | 3310.31 | 9.19 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PECO_P2-2_NOTT230B_SRT-A/* $ CHESCO $ PECO_P2-2_NOTT230B $ B | Bus | AC | 107.12 % | 3620.0 | B | 3877.79 | 9.91 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PL_04_P71_001014_SRT-A | Tower | AC | 105.23 % | 3620.0 | B | 3809.42 | 9.59 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PL_05_P71_000906_SRT-A | Tower | AC | 104.19 % | 3620.0 | B | 3771.64 | 9.57 | |
| GD2 | PJM | PCHBTM1S-CNASTONE 500.0 kV Ckt 1 line | PL_04_P22_102290_SRT-A | Bus | AC | 103.6 % | 3620.0 | B | 3750.31 | 9.34 | |
| GD2 | PJM | PCHBTM2S-PCHBTM1S 500.0 kV Ckt Z1 line | PECO_P4_PEACH255_SRT-A/* $ CHESCO $ PECO_P4_PEACH255 $ STBK | Breaker | AC | 117.7 % | 2860.0 | B | 3366.11 | 7.43 |
Winter Peak Analysis
The New Service Request AH1-703 was evaluated as a 35.61 MW (51.254 MW Capacity) injection in the PSEG area.
AH1-703 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 670.61 MW (35.61 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.
| Study | Area | Facility Description | Contingency Name | Contingency Type | DC|AC | Final Cycle Loading | Rating (MVA) | Rating Type | MVA to Mitigate | MW Contribution | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P1-2_R-2218_SRT-A | Single | AC | 104.12 % | 978.0 | B | 1018.33 | 5.46 | |
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P2-3_LIND2_1-9_SRT-A | Breaker | AC | 104.12 % | 978.0 | B | 1018.33 | 5.46 | |
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P1-2_R-2218_LT_SRT-A | Single | AC | 103.44 % | 978.0 | B | 1011.62 | 5.46 | |
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P2-3_LIND2_1-9_LT_SRT-A | Breaker | AC | 103.44 % | 978.0 | B | 1011.62 | 5.46 | |
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P7-1_R2218+T2325_SRT-A | Tower | AC | 101.81 % | 978.0 | B | 995.67 | 5.39 | |
| GD2 | PSEG | LINDEN-MINUEST_G 230.0 kV Ckt 1 line | PS_P7-1_R2218+T2325_LT_SRT-A | Tower | AC | 100.88 % | 978.0 | B | 986.58 | 5.39 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P1-2_Q-2348_SRT-A | Single | AC | 102.73 % | 980.0 | B | 1006.79 | 5.4 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P2-3_SEW_2-14_SRT-A | Breaker | AC | 102.73 % | 980.0 | B | 1006.79 | 5.4 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P2-2_DEANS_7_SRT-A | Bus | AC | 102.73 % | 980.0 | B | 1006.79 | 5.4 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P1-2_Q-2348_LT_SRT-A | Single | AC | 102.02 % | 980.0 | B | 999.81 | 5.4 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P2-3_SEW_2-14_LT_SRT-A | Breaker | AC | 102.02 % | 980.0 | B | 999.81 | 5.4 | |
| GD2 | PSEG | LINDEN-MINUEST_R 230.0 kV Ckt 1 line | PS_P2-2_DEANS_7_LT_SRT-A | Bus | AC | 102.02 % | 980.0 | B | 999.81 | 5.4 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P1-2_R-2218_LT_SRT-A | Single | AC | 114.14 % | 885.0 | B | 1010.18 | 5.46 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P2-3_LIND2_1-9_LT_SRT-A | Breaker | AC | 114.14 % | 885.0 | B | 1010.18 | 5.46 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P2-3_LIND2_9-10_LT_SRT-A | Breaker | AC | 112.76 % | 885.0 | B | 997.93 | 5.57 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P1-2_R-2218_SRT-A | Single | AC | 111.38 % | 885.0 | B | 985.75 | 5.46 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P7-1_R2218+T2325_LT_SRT-A | Tower | AC | 110.43 % | 885.0 | B | 977.34 | 5.39 | |
| GD2 | PSEG | MINUEST_G-SEWAREN 230.0 kV Ckt 1 line | PS_P7-1_R2218+T2325_SRT-A | Tower | AC | 108.82 % | 885.0 | B | 963.04 | 5.39 | |
| GD2 | PSEG | MINUEST_R-SEWAREN 230.0 kV Ckt 1 line | PS_P1-2_Q-2348_LT_SRT-A | Single | AC | 101.88 % | 980.0 | B | 998.38 | 5.4 | |
| GD2 | PSEG | MINUEST_R-SEWAREN 230.0 kV Ckt 1 line | PS_P2-3_SEW_2-14_LT_SRT-A | Breaker | AC | 101.88 % | 980.0 | B | 998.38 | 5.4 | |
| GD2 | PSEG | MINUEST_R-SEWAREN 230.0 kV Ckt 1 line | PS_P2-2_DEANS_7_LT_SRT-A | Bus | AC | 101.88 % | 980.0 | B | 998.38 | 5.4 |
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 AH1-703 was evaluated as a 35.61 MW injection
AH1-703 was evaluated as part of a plant. The total Energy output of the plant was evaluated at its maximum seasonal capability of 670.61 MW (35.61 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.
(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
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
Analysis Complete - No Issues
Executive Summary:
New Service Requests (projects) in PJM Transition Cycle 2, Cluster 93 are listed in Table 1 below. This report will cover the dynamic analysis of Cluster 93 projects.
This analysis is effectively a screening study to determine whether the addition of the Cluster 93 projects will meet the dynamics requirements of the NERC, PJM, and Transmission Owner reliability standards.
The load flow scenario for the analysis was based on the RTEP 2028 light load case, modified to include applicable projects. Cluster 93 projects have been dispatched online at maximum power output.
Cluster 93 projects were tested for compliance with NERC, PJM, Transmission Owner and other applicable criteria. Steady-state condition and 374 contingencies were studied, each with a 20 second simulation time period. Studied faults included:
- Steady-state operation (20 second run);
- Three-phase faults with normal clearing time; (and with unsuccessful high speed reclosing, when applicable);
- Single-phase bus faults with normal clearing time;
- Single-phase faults with stuck breaker;
- 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;
- Single-phase faults with loss of multiple-circuit tower line; (and with unsuccessful high-speed reclosing, when applicable).
For all simulations, the queue project under study along with the rest of the PJM system were required to maintain synchronism, with all states returning to an acceptable new condition following the disturbance.
For all of the fault contingencies tested on the 2028 light load case:
- Cluster 93 projects were able to ride through the faults (except for faults where protective action trips a generator(s)),
- The system with Cluster 93 projects 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.
- 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).
- No transmission element tripped, other than those either directly connected or designed to trip as a consequence of that fault.
AH1-703, AH1-710, AH1-715 and AH1-722 meet the leading and lagging PF requirements.
The initial results showed that, when using the standard clearing times provided by PJM for each area, the AH1-710 units tripped due to angle deviation for three P1 contingencies and one P5 contingency involving the loss of the Salem–Hope Creek 500 kV circuit or the Hope Creek–Red Lion 500 kV circuit (P1.04, P1.15, P1.17, and P5.02). Impact study reports for prior uprates of this plant were reviewed, and it was found that shorter clearing times had been used for 500 kV circuit breakers in Salem and nearby substations for uprate H17. Accordingly, these tripping events were addressed, for those contingencies only, by adopting the clearing times used in the impact study report of the prior uprate H17.
In the initial results, the response of all generators associated with the cluster queue projects, as well as some nearby generators, exhibited undamped oscillations under several contingencies. These oscillations were observed to persist beyond 40 seconds of simulation. Further analysis indicated that they were driven by the response of the two AH1-710 units. To address this issue, the voltage regulator gain (Ka) in the excitation system models of the two AH1-710 units was reduced from 500 to 100 pu and from 800 to 100 pu, respectively.
In multiple contingencies (P1.01, P1.02, P1.14, P4.01-P4.04, P4.06, P4.08, P4.27, P4.28, P4.30 and P4.32), a well-damped oscillation is observed in the system response after approximately 15 seconds of simulation. To investigate this, the queue projects were GNETted and the contingencies were re-simulated. The results indicate that these oscillations are not related to the queue projects. Accordingly, the normal simulations for these contingencies were extended to 35 seconds, and it was confirmed that the system remains stable and these oscillations completely damp out.
For contingencies in which the corresponding Cluster 93 units are tripped according to the contingency definition (e.g., P1.02), the rotor angle exhibits large deviations because the machine is no longer electrically connected to the system. With electrical torque reduced to zero, the rotor accelerates freely based on its mechanical input and inertia. Consequently, the reported rotor angle drifts relative to the system reference and is not meaningful for stability evaluation.
No mitigations were found to be required.
Table 1: TC2 Cluster 93 Projects
Project | Fuel Type | Transmission Owner | MFO | MWE | MWC | Point of Interconnection |
AH1-703 | Gas | PSEG | 670.61 | 35.61 | 51.254 | Bergen 230 kV |
AH1-710 | Nuclear | PSEG | 2650.8 | 256.8 | 228.2 | Salem 500 kV |
AH1-715 | Gas | PSEG | 803.17 | 127.17 | 149.369 | Linden 230 kV & Linden 138 kV |
AH1-722 | Gas | PSEG | 806.4 | 130.4 | 158.1 | Linden 230 kV |
Reactive Power Analysis
The AH1-703 facility met the 0.9 lagging and 1.0 leading power factor requirements for uprate at the generator terminals.
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 |
| AB1-139 | Metuchen 26kV | In Service |
| AB2-057 | Brunswick 26kV | In Service |
| AE1-041 | Edison 4kV | In Service |
| AF1-245 | Hudson 230 kV | Engineering & Procurement |
| AF2-415 | Bergen 138 kV | Engineering & Procurement |
| AH1-715 | Linden 138kV & 230kV | Active |
| AH1-722 | Linden 230kV | Active |
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: 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 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: AH1-703 contributes to the loading of an overloaded facility that is being mitigated by a planned baseline upgrade. AH1-703 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 | ||
|---|---|---|---|
| CNASTONE-PCHBTM1S 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| BRIGHTON-CNASTONE 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1S-PCHBTM2S 500.0 kV Ckt Z1 line | (Any) | No new ratings for this Flowgate. | |
| PCHBTM1N-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. | |
| 01DOUBS-CHAN 500.0 kV Ckt 1 line | (Any) | No new ratings for this Flowgate. |
System Reinforcement: n9751.0
- Type
- Load Flow
- TO
- PSEG
- RTEP ID / TO ID
- n9751.0 / PSEG-TC2_PH1_LindenMinueQ
- Title
- Upgrade Linden to Minue St Q-2348 230 kV
- Description
- Upgrade circuit to 1590kcmil Falcon ACSS to achieve a rating of 934/1080 SNR/SER.
- Total Cost ($USD)
- $9,183,000
- Discounted Total Cost ($USD)
- $9,183,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- 30 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AH1-703 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AH1-703 could receive cost allocation. Although AH1-703 may not presently have cost responsibility for this upgrade, AH1-703 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LINDEN-MINUEST_G 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n9715.0
- Type
- Load Flow
- TO
- PSEG
- RTEP ID / TO ID
- n9715.0 / PSEG-TC2_PH1_LindenMinueR
- Title
- Upgrade Linden to Minue St R-2218 230 kV circuit
- Description
- Upgrade circuit to 1590kcmil Falcon ACSS to achieve a rating of 934/1080 SNR/SER.
- Total Cost ($USD)
- $9,000,000
- Discounted Total Cost ($USD)
- $9,000,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- 30 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AH1-703 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AH1-703 could receive cost allocation. Although AH1-703 may not presently have cost responsibility for this upgrade, AH1-703 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LINDEN-MINUEST_R 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n9752.0
- Type
- Load Flow
- TO
- PSEG
- RTEP ID / TO ID
- n9752.0 / PSEG-TC2_PH1_MinueSewarenQ
- Title
- Upgrade Minue St to Sewaren Q-2348 230kV circuit
- Description
- Upgrade circuit to 1590kcmil Falcon ACSS to achieve a rating of 934/1080 SNR/SER.
- Total Cost ($USD)
- $8,180,000
- Discounted Total Cost ($USD)
- $8,180,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- 30 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AH1-703 currently does not receive cost allocation towards this upgrade. As changes to the PJM process occur (such as other projects withdrawing from the cycle or reducing in size) AH1-703 could receive cost allocation. Although AH1-703 may not presently have cost responsibility for this upgrade, AH1-703 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SEWAREN-MINUEST_G 230.0 kV Ckt 1 line | (Any) |
|
System Reinforcement: n9716.0
- Type
- Load Flow
- TO
- PSEG
- RTEP ID / TO ID
- n9716.0 / PSEG-TC2_PH1_MinueSewarenR
- Title
- Upgrade Minue St to Sewaren R-2218 230kV circuit
- Description
- Upgrade circuit to 1590kcmil Falcon ACSS to achieve a rating of 934/1080 SNR/SER.
- Total Cost ($USD)
- $8,332,000
- Discounted Total Cost ($USD)
- $8,332,000
- Allocated Cost ($USD)
- $0
- Time Estimate
- 30 Months
Potential Aggregate Contributor Note: Based on PJM cost allocation criteria, AH1-703 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) AH1-703 could receive cost allocation. Although AH1-703 may not presently have cost responsibility for this upgrade, AH1-703 is a potential Aggregate Pool Contributor.
| Facility | Contingency | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SEWAREN-MINUEST_R 230.0 kV Ckt 1 line | (Any) |
|