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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
A total of three 6-inch diameter soil test borings will be drilled using 3. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck- or atv-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. A temporary slotted pvc pipe will be inserted into the holes to measure groundwater. After 24 hours the boreholes will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit.  Date: October 22, 2014Applicant: Dmy | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500010 | |||||
SCORE 71 A total of two, 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. After boring completion the boreholes will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit. Date: July 13, 2015 Contractor: Dmy Capitol LlcPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500366 | |||||
SCORE 56 A total of three 6-inch diameter soil test borings will be drilled using 3. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck- or atv-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. A temporary slotted pvc pipe will be inserted into the holes to measure groundwater. After 24 hours the boreholes will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit. Date: October 22, 2014Contractor: DmyPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500010 | |||||
SCORE 99 2 story brick sfd Date: November 3, 2015Contractor: BrownPermit type: Raze | Permit status: Permit issued | Permit id: R1500064 | |||||
SCORE 61 A total of two, 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. After boring completion the boreholes will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit. Date: July 13, 2015Contractor: Dmy Capitol, LlcPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500366 | |||||
SCORE 96 One sewer or water line cut. Date: September 28, 2015Contractor: Jo EberlyPermit type: Plumbing | Permit status: Permit issued | Permit id: Pc14766524 |
