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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 89 40 4031 Block Of South Capitol Street Washington Dc We will be doing 2 soil test borings on the sidewalk in the 4001-4031 block of south capitol street se.  Date: January 26, 2015 Contractor: Geocapitol Engineering LlcPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: June 27, 2015 | Permit id: Pa105267 | |||||
SCORE 89 4037 4039 South Capitol St Sw, Washington, Dc 20032 We propose drilling two, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be forty feet. Below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemicallaboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations Date: October 27, 2014Contractor: Geocapitol Engineering LlcClient: City Interests, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500019 | |||||
SCORE 89 4001 4031 South Capitol St Sw, Washington, Dc 20032 We will drill four test borings in the proposed building area to evaluate the subsurface conditions. Proposed test boring depths are 35 feet for two borings and feet for two borings. One of the test borings will be converted to temporary water observation wells to obtain longer-term groundwater levels. Date: January 30, 2015Contractor: Geocapitol Engineering LlcClient: South Capitol Center Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500128 | |||||
SCORE 89 0 Thomas Jefferson St Nw Using hollow stem auger method, we will drill two 6 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are feet each. Soil borings will be cased due to previously documented petroleum contamination. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. Date: October 19, 2015Contractor: Geocapitol Engineering LlcClient: United States Of America | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600016 | |||||
SCORE 89 501 H St Ne, Washington, Dc 20002 We propose drilling four, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be feet below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations. Date: August 4, 2014Contractor: Geocapitol Engineering LlcClient: Jemals Cdc Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400393 | |||||
SCORE 89 4001 4031 South Capitol St Sw, Washington, Dc 20032 We will drill four test borings in the proposed building area to evaluate the subsurface conditions. Proposed test boring depths are 35 feet for two borings and feet for two borings. One of the test borings will be converted to temporary water observation wells to obtain longer-term groundwater levels. Date: January 30, 2015Contractor: Geocapitol Engineering LlcClient: South Capitol Center Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500128 | |||||
SCORE 89 1236 South Capitol St Se, Washington, Dc 20003 We propose drilling three, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be feet below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations. Date: July 11, 2014Contractor: Geocapitol Engineering LlcPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400340 | |||||
SCORE 89 1244 South Capitol St Se, Washington, Dc 20003 We propose drilling two, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be feet below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations. Date: July 11, 2014Contractor: Geocapitol Engineering LlcPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400341 | |||||
SCORE 89 Date: July 3, 2014Contractor: Geocapitol Engineering LlcClient: District Of Columbia Department Of General Service | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400345 | |||||
SCORE 89 Date: July 3, 2014Contractor: Geocapitol Engineering LlcClient: District Of Columbia Department Of General Service | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400344 | |||||
SCORE 89 8 26th St Ne, Washington, Dc 20002 We propose drilling three, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be ten feet below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemicallaboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations Date: October 7, 2014Contractor: Geocapitol Engineering LlcClient: District Of Columbia | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400484 | |||||
SCORE 89 908 Wahler Pl Se, Washington, Dc 20032 We propose drilling seven, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be eight feet below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemicallaboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations. Date: September 9, 2014Contractor: Geocapitol Engineering LlcClient: District Of Columbia | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400460 | |||||
SCORE 89 4037 4039 South Capitol St Sw, Washington, Dc 20032 We propose drilling two, six-inch diameter geotechnical test borings using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be forty feet. Below the existing ground surface. Drilling equipment will be decontaminated between each hole to avoid cross contamination throughout the site. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemicallaboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations Date: October 27, 2014Contractor: Geocapitol Engineering LlcClient: City Interests, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500019 | |||||
SCORE 89 Date: March 1, 2016Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: March 30, 2016 | Permit id: Pa10232900 | |||||
SCORE 89 Date: March 1, 2016Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: March 31, 2016 | Permit id: Pa10232906 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 Date: February 27, 2017Contractor: Geocapitol Engineering LlcPermit status: Expired | Expiration date: April 30, 2017 | Permit id: Pa10378367 | |||||
SCORE 89 12 South Capitol St Se, Washington, Dc 20003 We propose to drill seven test borings at the site to evaluate the subsurface conditions using hollow stem auger method. Proposed test boring depths for gc-1 through gc-6 are feet each and gc-7 will be drilled to a depth of feet. Drilling equipment will be decontaminated to avoid cross contamination from one boring to the others. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with federal and district laws and regulations. The bore holes will be grouted with a bentonite grout ratio of 2lbs of bentonite per 1 gallon of water. Date: February 6, 2015Contractor: Geocapitol Engineering LlcClient: Mr Ballpark 4 Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500149 | |||||
SCORE 89 33 N St Ne, Washington, Dc 20002 Using hollow stem auger method, we will drill two 6 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are feet each. Both soil test borings will be converted to groundwater observation wells to obtain longer-term groundwater levels. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. Date: August 5, 2015Contractor: Geocapitol Engineering LlcClient: Jbg 33 N Street Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500403 | |||||
SCORE 89 33 N St Ne, Washington, Dc 20002 Using hollow stem auger method, we will drill two test borings to further evaluate the subsurface conditions in the proposed building area. The test borings will be drilled to depths of about feet each. Date: May 8, 2015Contractor: Geocapitol Engineering LlcClient: Wood Partners | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500282 | |||||
SCORE 89 2237 33rd St Ne, Washington, Dc 20018 We will conduct two days of geoprobe borings 15 boring locations in the smaller fenced area where the fire occurred to evaluate the subsurface conditions. The geoprobe boring locations will be drilled up to a depth of approximately feet below the existing ground surface or to prior geoprobe refusal. The borings are in a paved surface, the abandonment grout will be a 60: mix of bentonite powder to cement Date: May 27, 2015Contractor: Geocapitol Engineering LlcClient: Srn Investors Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500306 | |||||
SCORE 89 69 Georgia Ave Nw, Washington, Dc 20012 15 to test borings minimum twelve drilled to feet three drilled to 25 feet. Install a 6-inch diameter test well to a depth of feet below grade fitted with a submersible pump. Pump will be sized based on the wells estimated yield and specific capacity, which will be determined by performing a step-drawdown test using a removable pump. Install three 2-inch diameter observation wells. Date: March 12, 2015Contractor: Geocapitol Engineering LlcClient: Headquarters Department Of The Army Asst. Chief Of Staff Imborc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500127 | |||||
SCORE 89 2002 11th St Nw, Washington, Dc 20001 Using hollow stem auger method, we will drill two soil test borings in the proposed new building area to evaluate the subsurface conditions. Proposed test boring depths are feet each. One of the test borings will be converted to temporary water observation standpipe to obtain 24-hour groundwater reading. Date: April 8, 2015Contractor: Geocapitol Engineering LlcPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500200 | |||||
SCORE 89 1241 6th St Ne, Washington, Dc 20002 We propose drilling two, six-inch diameter geotechnical test borings, b-1 and b-2, using the hollow stem auger method to evaluate the subsurface conditions in the proposed development area. The proposed test boring depths will be 55 feet below the existing ground surface. We retain all soil samples for days after report is issued unless otherwise requested by the client. Date: January 26, 2015Contractor: Geocapitol Engineering LlcClient: Gallaudet University | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500115 | |||||
SCORE 89 515 New York Ave Ne, Washington, Dc 20242 Using hollow stem auger method, we will drill two 6 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are 35 feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. Date: September 17, 2015Contractor: Geocapitol Engineering LlcClient: Na United States Of America | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500461 | |||||
SCORE 89 907 Barry Pl Nw, Washington, Dc 20001 Using direct push method, we will drill eleven 2 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are 15 feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. Date: December 1, 2015Contractor: Geocapitol Engineering LlcClient: Na Barry Place Partners Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600057 | |||||
SCORE 89 24 6th St Nw, Washington, Dc 20059 Using hollow stem auger method, we will drill two 6-inch diameter test borings to evaluate subsurface conditions. Additionally, we will drill two 6-inch offset borings to perform in-situ infiltration testing. Infiltration testing will be completed using a johnson permeameter per appendix o, district department of the environment ddoe requirements. Proposed test boring depths will be six feet each in the proposed turf field area and proposed offset borings will be two feet each. Date: March 18, 2015Contractor: Geocapitol Engineering LlcClient: Howard University | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500215 | |||||
SCORE 89 46 Wisconsin Ave Nw, Washington, Dc 20016 Using hollow stem auger method, we will drill three 6 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. Date: October 28, 2015Contractor: Geocapitol Engineering LlcClient: Na The American University | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600018 | |||||
SCORE 89 2607 Military Rd Nw, Washington, Dc 20015 Using hollow stem auger method, we will drill four 6 inch diameter test borings in the building development area to evaluate the subsurface conditions. Proposed test boring depths are 35 feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a bentonite grout ration of 2 pounds of bentonite per 1 gallon of water. Date: July 21, 2015Contractor: Geocapitol Engineering LlcClient: Saint Johns College Inc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500385 | |||||
SCORE 89 4095 Minnesota Ave Ne, Washington, Dc 20019 Drill eight test borings in the proposed site development area (two borings below the wall, two borings above the wall, and four borings in the field) to evaluate the subsurface conditions. Proposed test boring depths are feet for the two borings at the retaining wall on the sidewalk, feet each for the two borings at the retaining wall on the slope, and 8 feet each for the borings in the field. The hollow stem auger will be used as the drilling method. Date: January 2, 2015Contractor: Geocapitol Engineering LlcClient: Friendship Public Charter | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500100 | |||||
SCORE 89 4319 3rd St Se, Washington, Dc 20032 We will drill a total of thirty test borings in the areas of the proposed bioretention and the permeable pavement to evaluate the subsurface conditions. Fifteen 15 test borings each will be drilled in the area of atlantic gardens site and another 15 borings at the atlantic terrace apartments. In-situ infiltration testing will also be performed in thirty offset boreholes to evaluate the feasibility of storm water management by infiltration. Proposed test boring depths range from 6 to 14 feet with a maximum proposed offset boring depth of feet. The infiltration tests will be completed in off-set boreholes at a depth ranging from 2 to feet in bioretention facilities and up to 2. 5 feet where permeable pavement is located. Date: March 6, 2015Contractor: Geocapitol Engineering LlcClient: Atlantic Terrace Ltd | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500201 | |||||
SCORE 89 1225 4th St Ne, Washington, Dc 20002 We will drill two test borings in the sidewalk for the two proposed stormwater management areas to evaluate the subsurface conditions. Proposed test boring depths will be feet each. Additionally, we will drill two offset borings to about 5 feet depth to perform in-situ infiltration testing. Infiltration testing will be completed using a johnson permeameter per appendix o, district department of the environment ddoe requirements. Date: February 20, 2015Contractor: Geocapitol Engineering LlcClient: Planned Parenthood | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500159 | |||||
SCORE 89 818 Michigan Ave Ne, Washington, Dc 20017 Using hollow stem auger method, we will drill 18 six-inch diameter borings in the building development area to evaluate the subsurface conditions. The borings have a proposed depth of up to 7 feet. Drilling spoils will be containerized in 55-gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of pounds of bentonite powder to pounds of cement. Date: July 27, 2015Contractor: Geocapitol Engineering LlcClient: Douglas Development Corporation | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500389 | |||||
SCORE 89 818 Michigan Ave Ne, Washington, Dc 20017 We will drill 18, six-inch diameter test borings b1 to b18 using the hollow stem auger method to further evaluate the subsurface conditions in the proposed building area. The test borings will be drilled to depths of feet each. Drilling equipment will be decontaminated to avoid cross contamination from one boring to the others. Date: May 28, 2015Contractor: Geocapitol Engineering LlcClient: Douglas Development Corporation | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500307 | |||||
SCORE 89 1251 6th St Ne, Washington, Dc 20002 We propose drilling two borings at 55 feet (b-3 and b-4) and three borings at 65 feet (b-8 and b-10) each boring is six-inch diameter geotechnical using the hollow stem auger method to evaluate the subsurface conditions in the proposed development area. The proposed test boring depths will be 65 feet below the existing ground surface. We retain all soil samples for days after report is issued unless otherwise requested by client. Date: January 26, 2015Contractor: Geocapitol Engineering LlcClient: Gallaudet University | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500114 | |||||
SCORE 89 2701 Martin Luther King Jr Ave Se, Washington, Dc 20032 We will drill a total of 46 geotechnical soil test borings to a depth of 6 feet. 41 of these borings will be drilled by an atv drill rig using stem-auger method with 6-diameter augers. The remaining 5 borings will be drilled by hand auger method 3-inch diameter augers. We will not be grouting the holes upon completion due to the purpose of this investigation. We are drilling within storm water management bmp facilities to determine if they are built as designed. We will be place the material back in the order upon which it was excavated. Any access material will be containerized and moved off of the site upon chemical laboratory analysis. Date: February 10, 2016Contractor: Geocapitol Engineering LlcClient: United States Of America | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600113 | |||||
SCORE 89 Date: February 5, 2016Contractor: Geocapitol Engineering LlcPermit status: Permit expired | Expiration date: February 19, 2016 | Permit id: Pa10227004 | |||||
SCORE 89 21 2199 Block Of P Street Nw Washington Dc Field investigation consists of two(2) hollow stem auger method soil borings to a depth of feet below existing ground surface, and two(2) test pits to a maximum depth of 8 feet. Soil boring spoils will be containerized in 55-gallon drums and removed from site upon chemical laboratory analysis. Boreholes will be grouted with a 60: ratio of bentonite to cement. The roadway will not be blocked or obstructed for this field work. Contractor: Geocapitol Engineering LlcPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Assigned | Expiration date: February 8, 2018 | Permit id: 0 | |||||
SCORE 89 46 Wisconsin Avenue Nw Washington Dc Using hollow stem auger method, we will drill two 6 inch diameter test borings in the alley near the building development area to evaluate the subsurface conditions. Proposed test boring depths are feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement and topped with 6 inches of asphalt patch. Two of the borings are in public space, Date: November 20, 2015Contractor: Geocapitol Engineering LlcPermit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: March 17, 2016 | Permit id: Pa119586 | |||||
SCORE 89 21 2199 Block Of P Street Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Geocapitol Engineering LlcPermit status: 12 | Expiration date: February 8, 2018 | Permit id: 0 | |||||
SCORE 89 69 Georgia Ave Nw, Washington, Dc 20012 Using the hollow stem auger method, we will drill eight test borings with 6 in. Diameter in the proposed building area to evaluate the subsurface conditions. Proposed test boring depths range from to 35 feet , b-3, b-4, b-5, and b-6, in the building addition area, to 15 feet ,b-2, b-7, and b-8, in the parking lot area, and 25 feet, b-1, in the stair/elevator areas, respectively. Additionally, we will perform two auger offset borings with the diameter of 6 in. And depth of 6 feet each, b-7a and b-8a, for two field borings in the parking lot area. The offset auger probe holes will be used to perform in-situ infiltration testing per appendix o of the ddoe requirements. Date: April 24, 2015Contractor: Geocapitol Engineering LlcClient: United States Of America | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500268 | |||||
SCORE 89 33 N St Ne, Washington, Dc 20002 Using hollow stem auger method, we will drill four 8 inch diameter soil borings for the installation of inclinometers along the north side of the site along n street ne. The four inclinometers will be installed inside the project limits to measure any movement of the soils beyond the sheeting and shoring. The inclinometers will be solid 2-3/4 inch diameter pvc set at a depth of feet. The pvc will be grouted around with a 60: bentonite powder to cement ratio grout mix. Drilling spoils will be containerized in 55-gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The inclinometers will be used for at least 33 weeks. Well abandonment documentation will be submitted upon termination of the inclinometers. Date: March 10, 2016Contractor: Geocapitol Engineering LlcClient: Na Jbg Companies | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600147 | |||||
SCORE 89 2002 11th Street Nw Washington Dc Using hollow stem auger method, we will drill one soil test boring:and this one will be in the sidewalk area (public space) in front of the building to evaluate the subsurface conditions. Proposed test boring depth will be ft. Date: February 25, 2015Contractor: Geocapitol Engineering LlcPermit type: Excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: July 18, 2015 | Permit id: Pa106668 | |||||
SCORE 89 40 4031 Block Of South Capitol Street Washington Dc We will be doing 2 soil test borings on the sidewalk in the 4001-4031 block of south capitol street se. Date: January 26, 2015Contractor: Geocapitol Engineering LlcPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: June 27, 2015 | Permit id: Pa105267 | |||||
SCORE 89 1225 4th Street Ne Washington Dc We will drill two test borings in the sidewalk for the two proposed stormwater management areas to evaluate the surface conditions. Proposed boring depths will be ft. Additionally, we will drill two offect borings to about 5 ft. Depth to perform in-situ infiltration testing. Infiltration testing will be completed using johnson permeameter per appendix o, district department of the environment (ddoe) requirements. Date: February 6, 2015Contractor: Geocapitol Engineering LlcPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: July 24, 2015 | Permit id: Pa105755 | |||||
SCORE 89 40 Brandywine Street Nw Washington Dc Using hollow stem auger method, we will drill two 6 inch diameter test borings in the alley and sidewalk of brandywine street nw building development area to evaluate the subsurface conditions. Proposed test boring depths are feet each. Drilling spoils will be containerized in 55 gallon drums to be removed from the site for disposal after chemical laboratory results of the spoils have been received and reviewed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement in the pavement areas and with 2 pounds of bentonite powder to 1 gallon of water in the green spaces. Date: October 22, 2015Contractor: Geocapitol Engineering LlcPermit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: February 11, 2016 | Permit id: Pa118029 | |||||
SCORE 89 21 2199 Block Of P Street Nw Washington Dc Field investigation consists of two(2) hollow stem auger method soil borings to a depth of feet below existing ground surface, and two(2) test pits to a maximum depth of 8 feet. Soil boring spoils will be containerized in 55-gallon drums and removed from site upon chemical laboratory analysis. Boreholes will be grouted with a 60: ratio of bentonite to cement. The roadway will not be blocked or obstructed for this field work. Contractor: Geocapitol Engineering LlcPermit status: Assigned | Expiration date: February 8, 2018 | Permit id: 0 | |||||
SCORE 89 Date: January 4, 2016Contractor: Geocapitol Engineering LlcPermit status: Permit expired | Expiration date: January 8, 2016 | Permit id: Pa10223363 | |||||
SCORE 89 Date: February 18, 2016Contractor: Geocapitol Engineering LlcPermit status: Permit expired | Expiration date: March 31, 2016 | Permit id: Pa10227004-R1 |
