Table Water Withdrawal and Discharge Locations for Construction Activities Associated with the PennEast Project

Transcription

1 Table and s for Construction Activities with the PennEast Project Use Proposed 1 2,3 4 Description of Use HUC) 7 Supplies for Dust Control Activities Residential Areas MP R2 Lake Harmony Big Boulder Lake W1 W2 765, ' 36.04" N 75 35' 32.50" W 41 3' 1.96" N 75 35' 57.03" W Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Residential Areas MP 40.1R2 60.0R2 Bethlehem Authority Hydrant W3 2,112, ' 49.03" N 75 33' 37.44" W Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Residential Areas MP Lehigh W9 2,164,800 Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Residential Areas Hellertown Lateral Lehigh W9 290,400 Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Residential Areas Gilbert Lateral 184,800 Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Residential Areas MP R2 5,412,000 Spread on site for dust control 8 N/A N/A N/A N/A N/A Yes Dust Control Subtotal 10,929,600 Supplies for Activities Interstate 80 MP 26.8R2 Lake Harmony Big Boulder Lake Lake Harmony Big Boulder Lake W1 W2 W1 W2 1,794, , ' 36.04" N 75 35' 32.50" W 41 3' 1.96" N 75 35' 57.03" W 41 3' 36.04" N 75 35' 32.50" W 41 3' 1.96" N 75 35' 57.03" W or haul water off-site TBD N/A 202,900 TBD TBD

2 Use Proposed 1 2,3 4 Description of Use HUC) 7 Pohopoco (Beltzville Lake) / Wild MP 43.2 Bethlehem Authority Hydrant Bethlehem Authority Hydrant W3 2,865,700 W3 324, ' 49.03" N 75 33' 37.44" W 40 53' 49.03" N 75 33' 37.44" W ' 48.13" N 75 32' 50.65" W ,000 D1 Pohopoco Appalachian Trail Direct Pipe MP 51.1R2 St. Lukes (Lowe s) MP 69.9 Lehigh MP 70.6 Blue Mountain Ski Resort Blue Mountain Ski Resort Hydrant 11 Authority) Hydrant 11 Authority) W4 411,100 W4 46,500 W10 1,350,600 W10 152,700 Lehigh W9 1,926,100 Lehigh W9 217, ' 12.65" N 75 30' 33.08" W 40 49' 12.65" N 75 30' 33.08" W 40 39' 20.66" N 75 17' 17.84" W 40 39' 20.66" N 75 17' 17.84" W ' 34.42" N 75 31' 43.50" W ,500 D3 Aquashicola 40 38' 58.96" N 75 16' 53.19" W 152,700 D6 Lehigh 40 38' 58.96" N 75 16' 53.19" W 217,800 D6 Lehigh Interstate 78 MP 71.6 Lehigh W9 1,115,800 Lehigh W9 126, ' 2.62" N 75 16' 43.81" W 126,200 D7 Lehigh MP 77.4 Hydrant 12 (Aqua New Jersey) Hydrant 12 (Aqua New Jersey) W12 W12 1,331, , ' 58.63" N 75 11' 22.12" W 40 34' 58.63" N 75 11' 22.12" W 40 35' 4.27" N 75 11' 55.38" W 150,600 D8 Milford Warren Glenn Rd MP ,188, , ' 57.62" N 75 6' 21.13" W 134,400 D9 Lockatong MP 91.4R2 2,959,600

3 Use Proposed 1 2,3 4 Description of Use HUC) 7 334, ' 29.64" N 75 1' 5.17" W 334,600 D11 Lockatong 1,291,900 Featherbed Lane MP 93.4R2 146, ' 47.84" N 75 0' 17.91" W 146,100 D12 Lockatong Wickecheoke Tributary MP 94.7R2 1,724,100

4 Use Proposed 1 2,3 4 Description of Use HUC) 7 195, ' 49.70" N 74 59' 10.60" W 195,000 D13 Wickecheoke 1,536,200 Wickecheoke MP 96.5R2 173, ' 8.85" N 74 58' 24.12" W 173,700 D14 Wickecheoke Brookville Hollow Rd MP 98.3R2 1,418,800

5 Use Proposed 1 2,3 4 Description of Use HUC) 7 160, ' 2.30" N 74 57' 13.36" W 160,400 D15 Alexauken MP 99.7R2 2,959, ,600 or haul water off-site TBD TBD 334,600 TBD TBD Pleasant Valley Road MP 105.5R2 Hydrant 17 Hydrant 17 W17 W17 1,456, , ' 32.94" N 74 48' 46.48" W 40 18' 32.94" N 74 48' 46.48" W 40 20' 2.00" N 74 53' 34.73" W 164,700 D17 Moore Hydrant 17 W17 1,209, ' 32.94" N 74 48' 46.48" W Washington Crossing Pennington Rd MP Hydrant 17 W17 136, ' 32.94" N 74 48' 46.48" W 40 18' 47.35" N 74 49' 13.55" W 136,800 D18 Woolsey Brook Subtotal 29,541,600 Supplies for Hydrostatic Testing Activities Aboveground Facilities

6 Use Proposed 1 2,3 4 Description of Use HUC) 7 Kidder Compressor Station MP 26.7 Lake Harmony Big Boulder Lake W1 W2 31, ' 36.04" N 75 35' 32.50" W 41 3' 1.96" N 75 35' 57.03" W Test; haul water off-site N/A N/A 31,500 N/A N/A Blue Mountain Interconnect MP 50.9R2 Hellertown Launcher & Mainline Launcher/ Receiver MP 71.6 Etown and Gilbert Interconnects GL-MP 0.6R2 TCO & UGI-LEH Interconnects HL-MP 2.1R2 Lambertville Launcher Site ML-MP 101.0R2 LL-MP 0.0R2 Algonquin & TETCO Interconnects LL-MP 1.4 Blue Mountain Ski Resort W4 10,500 Lehigh W9 10,500 Hydrant 13 (Genon Energy Services) W13 10,500 Lehigh W9 10,500 10,500 10, ' 12.65" N 75 30' 33.08" W 40 33' 56.74" N 75 9' 39.65" W ' 34.42" N 75 31' 43.50" W 40 38' 2.62" N 75 16' 43.81" W 40 34' 11.30" N 75 9' 51.15" W 40 36' 31.88" N 75 17' 57.62" W 40 23' 14.76" N 74 55' 46.79" W 40 24' 4.43" N 74 54' 46.46" W ,500 D3 10,500 D7 10,500 D20 10,500 D19 10,500 D16 10,500 D21 Aquashicola Lehigh East Branch Lower Saucon Alexauken Alexauken Supplies for Hydrostatic Testing Activities Mainline Spread 2 Test Section 4 MP Test Section 5 MP Test Section 6 MP R2 Test Section 5, 6 MP , MP R2 Test Section 6 MP R2 Lake Harmony Big Boulder Lake W1 W2 3,984, ' 36.04" N 75 35' 32.50" W 41 3' 1.96" N 75 35' 57.03" W 1,116,900 gallons required for Test Section 4; push to 1,368,000 gallons required for Test Section 5; push to 3,984,400 gallons required for Test Section 6; push to N/A N/A - Push to D2 N/A N/A N/A - Push to D2 N/A N/A N/A - Push to D2 N/A

7 Use Proposed 1 2,3 4 Description of Use HUC) 7 Bethlehem Authority Hydrant W ' 49.03" N 75 33' 37.44" W Test Section 7 MP 40.5R Test Section 8 MP Test Section 9 MP Blue Mountain Ski Resort Test Section 6 MP R2 Test Section 6, 7 MP R2, MP 40.5R Test Section 6, 7, 8 MP R2, MP 40.5R2 46.2, MP Supplies for Hydrostatic Testing Activities Mainline Spread 3 Test Section 10 MP R2 Test Section 11 MP 48.5R2 51.0R2 Test Section 12 MP 51.0R Test Section 13 MP Test Section 14 MP Test Sections 11 MP 48.5R2 51.0R2 Test Sections 12, 13, 14, 15 MP 51.0R2 54.2, MP , MP , MP Test Sections 13, 14, 15 MP , MP , MP Test Sections 14, 15 MP , MP Test Sections 15 MP W ' 12.65" N 75 30' 33.08" W ,598,800 gallons required for Test Section 7; push to 27,900 gallons required for Test Section 8; push to 418,800 gallons required for Test Section 9; push to 194,500 gallons required for Test Section 10; push to 691,100 gallons required for Test Section 11; push to 1,017,700 gallons required for Test Section 12; push to 251,200 gallons required for Test Section 13; push to 1,132,900 gallons required for Test Section 14; push to N/A N/A - Push to D2 N/A N/A N/A - Push to D2 N/A 40 50' 20.71" N 75 30' 34.58" W ,984,400 D2 Buckwha N/A N/A - Push to D4 N/A N/A N/A - Push to D4 N/A 40 47' 19.39" N 75 28' 42.58" W 40 47' 12.08" N 75 27' 45.27" W 1,017,700 D4 Indian 115,200 D5 Hokendauqua N/A N/A - Push to D5 N/A

8 Use Proposed 1 2,3 4 Description of Use HUC) 7 Test Section 15 MP Test Section 16 MP R2 Test Section 17 MP 67.7R Test Section 18 MP R2 Test Section 18 MP R2 Test Sections 17, 18 MP 67.7R2 70.2, MP R2 Test Sections 18 MP R2 Lehigh Hydrant 6 (East Allen Township Municipal Authority) Hydrant 7 (East Allen Township Municipal Authority) Hydrant 9 Authority) Hydrant 10 Authority) Hydrant 11 Authority) N/A N/A N/A W9 W5 W6 W7 W8 W10 1,963,500 Supplies for Hydrostatic Testing Activities Mainline Spread 4 Test Section 19 MP 77.1R Test Section 20 MP Test Section 20, 21, 22, 23 MP , MP R2, MP 90.7R2 90.7, Test Section 21, 22, 40 44' 5.06" N 75 23' 38.63" W 40 43' 59.15" N 75 23' 1.04" W 40 42' 39.00" N 75 19' 32.39" W 40 42' 18.26" N 75 19' 2.50" W 40 39' 20.66" N 75 17' 17.84" W ,858,700 gallons required for Test Section 15; push to 561,100 gallons required for Test Section 16; push to 698,900 gallons required for Test Section 17; push to 1,963,500 gallons required for Test Section 18; push to 3,120,000 gallons required for Test Section 19; push to 27,900 gallons required for Test Section 20; push to N/A N/A - Push to D6 N/A N/A N/A - Push to D6 N/A 40 38' 58.96" N 75 16' 53.19" W 40 35' 4.27" N 75 11' 55.38" W 40 33' 4.05" N 75 3' 42.32" W 725,800 D6 104,800 D8 3,120,000 D10 Lehigh Harihokake N/A N/A - Push to D10 N/A

9 Use Proposed 1 2,3 4 Description of Use HUC) 7 Test Section 21 MP R2 Test Section 22 MP 90.7R Test Section 23 Test Section 24 MP 111.2R R1 23 MP R2, MP 90.7R2 90.7, Test Section 22, 23 MP 90.7R2 90.7, Test Section 23 Hydrant 12 (Aqua New Jersey) Hydrant 17 Test Section 23 W12 W17 Supplies for Hydrostatic Testing Activities Laterals Test Section 26 Hellertown Lateral HL-MP R2 Lehigh Hydrant 11 Authority) 5,709, ' 58.63" N 75 11' 22.12" W 75 3' 28.91" W 40 18' 32.94" N 74 48' 46.48" W W9 W10 260,500 Test Section 27 Gilbert Lateral GL-MP 0.0R2 Hydrant R2 W12 (Aqua New Jersey) 18,600 Test Section 28 Lambertville Lateral 413,500 LL-MP 0.0R2 1.4 Hydrostatic Testing Subtotal 12,444, ' 20.66" N 75 17' 17.84" W 40 34' 58.63" N 75 11' 22.12" W 959,700 gallons required for Test Section 21; push to 24,400 gallons required for Test Section 22; push to 5,709,900 gallons required for Test Section 23; push to 697,900 gallons required for Test Section 24; push to 260,500 gallons required for Test Section 26; discharge to 18,600 gallons required for Test Section 27; discharge to 413,500 gallons required for Test Section 28; discharge to N/A N/A - Push to D10 N/A N/A N/A - Push to D10 N/A 40 18' 47.35" N 74 49' 13.55" W 2,589,900 D18 Woolsey Brook N/A N/A - Push to D18 N/A 40 36' 31.88" N 75 17' 57.62" W 40 34' 11.30" N 75 9' 51.15" W 40 24' 4.43" N 74 54' 46.46" W 260,500 D19 18,600 D20 413,500 D21 East Branch Lower Saucon Alexauken

10 Use Proposed 1 2,3 4 Description of Use HUC) 7 Project Use Totals Dust Control 10,929,600 Horizontal Directional Drill 29,541,600 Hydrostatic Testing 12,444,900 37,470,200 n- 15,445,900 Total 52,916,100 tes: N/A= t Applicable TBD=To Be Determined 1. Negotiations for water withdrawals are in progress. sources are subject to change during the negotiation process. 2. The maximum requested withdrawal rate for the Lehigh and is 5,000 gpm. The maximum requested withdrawal rate for Lake Harmony and Big Boulder Lake is 2,500 gpm. All withdrawals from existing sources (i.e., hydrants and locations with existing permitted supplies) will be withdrawn in accordance with their water-supply permit conditions and are to be determined. 3. In instances where multiple sources are proposed for a single water use location, water may be obtained from any single source or combination of sources with the total volume not to exceed the stated volume. 4. Coordinates listed represent the approximate location of the source only, not the exact point of water withdrawal. 5. data is associated with potential new surface water sources. 6. See corresponding Project figure in Appendix B5 for dewatering location identification numbers. 7. direct discharges to surface waters will occur. All discharges will be directed to appropriate energy dissipation/filtration structures which will be constructed in well vegetated upland locations (see Section 4.2). The " Requesting " identifies the closest surface water source from the proposed discharge location. 8. for dust control assumes 26,400 gallons of water used per mile where necessary, applied two times per day on average for 10 days.