Content | Date | Cost | Contractor Rank | Address | Contractor |
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Repair gas 3x4 r/w cut at riser e c/l 3rd st nw and n c/l s st nw per crew 733. At 231 s st nw, permit 511714 wr 1800835 attached sketch condition of permit ![]() ![]() Permit type: Excavation; repair g | Permit id: Pa107538 | |||||
Dccr proposes one geotechnical boring (nebbc-31) located in the right lane of southbound s street nw, across from 231 s street nw. The boring will be 6 inches diameter and 1 feet deep. A monitoring well will be installed at feet below ground surface. A vibrating wire piezometer will be installed at approximately feet below ground surface. A permanent steel casing will be installed and socketed into the potomac clays. The greater than screened interval will allow for greater draw down in the event of pump test. The well will not extend into the patxuent formation and no cross contamination will occur. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal. ![]() Client: Dc Water | Permit type: Excavation; monitoring well (single) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95707 | |||||
Dccr proposes one geotechnical boring (nebbc-29) located in the right lane of southbound s street nw, across from 247 s street nw. The boring will be 6 inches diameter and 44 feet deep. A monitoring well will be installed at 17 feet below ground surface. Surface casing anticipated to be left in place. Permanent casing will not be installed to enable sampling water near the ground surface by installing a shallow well. The greater than screened interval will allow for greater draw down in the event of a pump test. The boring will be drilled using mud rotary or hollow stem auger (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal. ![]() Client: Dc Water | Permit type: Excavation; monitoring well (each addl) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95708 | |||||
SCORE 56 Moving storage container ![]() ![]() Permit status: Expired | Expiration date: August 2, 2010 | Permit id: Pa10008569 | |||||
SCORE 99 Construction staging area ![]() ![]() Permit status: Expired | Expiration date: July 30, 2014 | Permit id: Pa10145750 | |||||
SCORE 61 Moving storage container ![]() ![]() Permit status: Expired | Expiration date: March 31, 2016 | Permit id: Pa10232754 | |||||
SCORE 61 Moving storage container ![]() ![]() Permit status: Expired | Expiration date: March 28, 2016 | Permit id: Pa10233141 | |||||
SCORE 99 Construction staging area ![]() ![]() Permit status: Permit expired | Expiration date: July 30, 2014 | Permit id: Pa10145744 | |||||
SCORE 61 Moving storage container ![]() ![]() Permit status: Permit expired | Expiration date: March 28, 2016 | Permit id: Pa10233329 | |||||
SCORE 100 Dccr proposes one geotechnical boring (nebbc-31) located in the right lane of southbound s street nw, across from 231 s street nw. The boring will be 6 inches diameter and 1 feet deep. A monitoring well will be installed at feet below ground surface. A vibrating wire piezometer will be installed at approximately feet below ground surface. A permanent steel casing will be installed and socketed into the potomac clays. The greater than screened interval will allow for greater draw down in the event of pump test. The well will not extend into the patxuent formation and no cross contamination will occur. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal. ![]() ![]() Client: Dc Water | Permit type: Excavation; monitoring well (single) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95707 | |||||
SCORE 100 Dccr proposes one geotechnical boring (nebbc-29) located in the right lane of southbound s street nw, across from 247 s street nw. The boring will be 6 inches diameter and 44 feet deep. A monitoring well will be installed at 17 feet below ground surface. Surface casing anticipated to be left in place. Permanent casing will not be installed to enable sampling water near the ground surface by installing a shallow well. The greater than screened interval will allow for greater draw down in the event of a pump test. The boring will be drilled using mud rotary or hollow stem auger (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal. ![]() ![]() Client: Dc Water | Permit type: Excavation; monitoring well (each addl) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95708 | |||||
SCORE 95 Repair gas 3x4 r/w cut at riser e c/l 3rd st nw and n c/l s st nw per crew 733. At 231 s st nw, permit 511714 wr 1800835 attached sketch condition of permit ![]() ![]() Permit type: Excavation; repair gas service (excavation) | Permit status: Permit expired | Expiration date: May 16, 2015 | Permit id: Pa107538 |