William Harris Hillis Carnes Engineering Associat

RECENT PROJECTS

Content	Date	Contractor Rank	Address	Contractor
SCORE 82 5001 Central Ave Se, Washington, Dc 20019 Five boreholes will be drilled to a depth of ft, with a diameter of 6 inches, for the purposes of geotechnical investigation. Specifically, we will be performing spt per astm d1586, at 2. 5 and 5 foot intervals. Our method of drilling will be the hollow stem augering method in order to allow for this testing. Once completed we will properly abandon, grout and containerize spoils per ddoe requirements. Date: November 28, 2014 Contractor: William Harris Hillis Carnes Engineering Associat Client: Jeffery Bonvechio Dcpl \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500064	2014/11/28	82	5001 Central Ave Se, Washington, Dc 20019	William Harris Hillis Carnes Engineering Associat
SCORE 82 39 Harewood Rd Ne, Washington, Dc 20017 A single borehole will be drilled to a depth of ft, with a diameter of 6 inches, for the purposes of geotechnical investigation. Specifically, we will be performing spt per astm d1586, at 2. 5 ft and 5 ft intervals. Our method of drilling will be the hollow stem auger method in order to allow for this testing. Once completed we will properly abandon, grout and containerize spoils per ddoe requirements. Date: November 19, 2014 Contractor: William Harris Hillis Carnes Engineering Associat Client: Mark Keen Hop Properties \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500027	2014/11/19	82	39 Harewood Rd Ne, Washington, Dc 20017	William Harris Hillis Carnes Engineering Associat
SCORE 82 901 H St Ne, Washington, Dc 20002 Two soil borings will be drilled to depths of ft below existing site grades. 4. 25 id hollow stem auger will be used to advance borings. All borings will be abandoned in accordance with the well permit conditions. A boring will be done adjacent to borings b-7 and b- as shown on the boring location plan. Reference permit no. Sb1400450, for original work proposal. Date: December 12, 2014 Contractor: William Harris Hillis Carnes Engineering Associat Client: Brian Mclaughlin W.C. Smith \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500093	2014/12/12	82	901 H St Ne, Washington, Dc 20002	William Harris Hillis Carnes Engineering Associat
SCORE 82 2 K St Ne, Washington, Dc 20002 Five flat-plate dilatometer tests, dmt, will be performed to determine subsurface soil parameters, down to a depth of 1 ft. Date: November 12, 2014 Contractor: William Harris Hillis Carnes Engineering Associat Client: Jeffery Harris Toll Brothers Commercial \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500009	2014/11/12	82	2 K St Ne, Washington, Dc 20002	William Harris Hillis Carnes Engineering Associat
SCORE 82 2712 Good Hope Rd Se, Washington, Dc 20020 Four soil borings will be drilled to depths of 75 ft below the existing site grade. Borings will be drilled with hollow stem augers with 4. 25 i. D. All borings will be abandoned in accordance with the well permit conditions. Date: September 16, 2014 Contractor: William Harris Hillis Carnes Engineering Associat Client: Sam Rank Skyland Holdings, Llc. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400449	2014/09/16	82	2712 Good Hope Rd Se, Washington, Dc 20020	William Harris Hillis Carnes Engineering Associat
SCORE 82 2 K St Ne, Washington, Dc 20002 Six, 6, soil borings will be drilled in order to conduct geotechnical investigation and surveying of the property subsurface Date: February 10, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Jeffery Harris Toll Brothers Commercial \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500146	2015/02/10	82	2 K St Ne, Washington, Dc 20002	William Harris Hillis Carnes Engineering Associat
SCORE 82 2712 Good Hope Rd Se, Washington, Dc 20020 A total of twenty seven 27 boreholes will be drilled using hollow stem augers 4. 25-inch. Five 19 geotechnical boreholes will be advanced to a maximum depth of 25 feet, eight 8 boreholes will be advanced up to 75 feet. All borings will be drilled to the depth specified or to bedrock whichever occurs first, and each has a boring diameter of 6 inches. The borings will be done in order to conduct standard penetration testing spt at the location indicated on the site plan, in accordance with astm d1586 and will be abandoned with the practices approved by ddoe and as described in the attached work plan. Date: October 14, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Emily Struck Rappaport \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500463	2015/10/14	82	2712 Good Hope Rd Se, Washington, Dc 20020	William Harris Hillis Carnes Engineering Associat
SCORE 82 27 Martin Luther King Jr Ave Se, Washington, Dc 20032 We will be drilling 5 borings to feet deep. Each boring will be 6 inches in diameter and will be advanced using the hollow stem auger method. The purpose of our soil borings will be subsurface investigation. Refer to the work plan for further project description. Date: March 19, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Thomas Cass Grundley Construction \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500184	2015/03/19	82	27 Martin Luther King Jr Ave Se, Washington, Dc 20032	William Harris Hillis Carnes Engineering Associat
SCORE 82 1524 35th St Nw, Washington, Dc 20007 Four soil borings will be advanced at the locations indicated on the soil boring plan. The borings will be advanced using the hollow stem auger method, will extend to feet below existing grades and will be 6 inches in diameter. The borings will be advanced and abandoned in a manner consistent with ddoe practices and procedures. Please reference the project work plan for further details. Date: March 19, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Robert Waechter Capitol Projects Management \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500211	2015/03/19	82	1524 35th St Nw, Washington, Dc 20007	William Harris Hillis Carnes Engineering Associat
SCORE 82 4422 Connecticut Ave Nw, Washington, Dc 20008 One new monitoring well will be installed to 25 feet below existing grades. The monitoring well will be installed, observed and abandoned per ddoe regulation. Please see the attached work plan for further detail. Date: July 24, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Darryl Keating Giles Engineering \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500391	2015/07/24	82	4422 Connecticut Ave Nw, Washington, Dc 20008	William Harris Hillis Carnes Engineering Associat
SCORE 82 9 Bladensburg Rd Ne, Washington, Dc 20002 We will be drilling 5 geotechnical borings to 25 feet, 5 environmental exploration borings to feet and 1 infiltration boring to 15 feet at the lot indicated on the boring plan. The borings will be advanced using hollow stem auger methodology, and will be 6 inches in diameter. 2 of the environmental borings may be converted to wells depending up exploratory results, see the alternate wells indicated on the boring plan. Date: March 31, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Michael Ohara Bohler Engineering, P.C. \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500221	2015/03/31	82	9 Bladensburg Rd Ne, Washington, Dc 20002	William Harris Hillis Carnes Engineering Associat
SCORE 82 52 Wisconsin Ave Nw, Washington, Dc 20015 We will drill 7 borings to the depth of ft each for the purposes of geotechnical exploration and standard penetration testing. Borings will be 6 inches in diameter and advanced with a hollow stem auger. See the work plan for further detail. Date: February 10, 2015 Contractor: William Harris Hillis Carnes Engineering Associat Client: Potomac Electric Power Company \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500145	2015/02/10	82	52 Wisconsin Ave Nw, Washington, Dc 20015	William Harris Hillis Carnes Engineering Associat

WILLIAM HARRIS HILLIS CARNES ENGINEERING ASSOCIAT