Building Permits at 28 Sherman Ave Nw, Washington, DC 20001

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RENOVATION HISTORY
Based on the information received from building department, associated with 28 Sherman Ave Nw, Washington, DC 20001 over the past .

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RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
Comprehensive site assessment as part of dc lust 2015-026. Installation of six 8-inch diameter soil borings, using 4. 25-inch inner diameter hollow-stem augers, to depths of feet below grade. Three borings, mw-1 through mw-3, will be completed as 2-inch diameter monitoring wells using scheduled tri-lock pvc casing and 0. 020-inch slotted tri-lock screen. Geotechnical borings gsi-101 through gsi-103 shall be grouted shut on the same day as drilling in accordance with doee-wod regulations. Idw will be characterized and properly managed.
Date:  October 1, 2015

Applicant: Ecc, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500462
2015/10/0109528 Sherman Ave Nw Washington Dc 20001
Due diligence investigation - installation of seven 3-inch diameter geoprobe soil borings extended to depths of 25 feet below grade. Four of seven will be completed as temporary piezometers using 1" pvc pipe. Borings/tmeporary piezometers will be open no longer than 24 hours. And will be abandoned on the same day ad drilling by tremi-grouting, using bentonite slurry (2lbs bentonite to 1 gal water).
Date:  January 12, 2015

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500105
2015/01/1209528 Sherman Ave Nw, Washington, Dc 20001
SCORE
96
Plumbing and gas
Date:  August 26, 2015
Contractor: David L. Hahn

Permit status: Permit issued | Permit id: P1508576
2015/08/2609628 Sherman Ave Nw, Washington, Dc 20001David L. Hahn
SCORE
93
Comprehensive site assessment as part of dc lust 2015-026. Installation of six 8-inch diameter soil borings, using 4. 25-inch inner diameter hollow-stem augers, to depths of feet below grade. Three borings, mw-1 through mw-3, will be completed as 2-inch diameter monitoring wells using scheduled tri-lock pvc casing and 0. 020-inch slotted tri-lock screen. Geotechnical borings gsi-101 through gsi-103 shall be grouted shut on the same day as drilling in accordance with doee-wod regulations. Idw will be characterized and properly managed.
Date:  October 1, 2015
Contractor: Ecc Inc

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500462
2015/10/0109328 Sherman Ave Nw, Washington, Dc 20001Ecc Inc
SCORE
56
Removal of three (3)underground storage tanks - one 500-gal diesel ust, one 2,000-gal gasoline ust, and one 1,000-gal kerosene ust - that were encountered during excavation activities as part of site redevelopment. Earth work and sediment erosion controls are associated with sheeting, shoring, and excavation permit sh1600028.
Date:  September 13, 2016
Contractor: Na 28 Sherman Llc; Ecc Inc

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Ut1600077
2016/09/1305628 Sherman Ave Nw, Washington, Dc 20001Na 28 Sherman Llc; Ecc Inc
Due diligence investigation - installation of seven 3-inch diameter geoprobe soil borings extended to depths of 25 feet below grade. Four of seven will be completed as temporary piezometers using 1" pvc pipe. Borings tmeporary piezometers will be open no longer than 24 hours. And will be abandoned on the same day ad drilling by tremi-grouting, using bentonite slurry (2lbs bentonite to 1 gal water).
Date:  January 12, 2015

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500105
2015/01/1209528 Sherman Ave Nw, Washington, Dc 20001
SCORE
89
Comprehensive site assessment as part of dc lust 2015-026. Installation of six 8-inch diameter soil borings, using 4. 25-inch inner diameter hollow-stem augers, to depths of feet below grade. Three borings, mw-1 through mw-3, will be completed as 2-inch diameter monitoring wells using scheduled tri-lock pvc casing and 0. 020-inch slotted tri-lock screen. Geotechnical borings gsi-101 through gsi-103 shall be grouted shut on the same day as drilling in accordance with doee-wod regulations. Idw will be characterized and properly managed.
Date:  October 1, 2015
Contractor: Ecc, Inc

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500462
2015/10/0108928 Sherman Ave Nw, Washington, Dc 20001Ecc, Inc
Due diligence investigation - installation of seven 3-inch diameter geoprobe soil borings extended to depths of 25 feet below grade. Four of seven will be completed as temporary piezometers using 1" pvc pipe. Borings tmeporary piezometers will be open no longer than 24 hours. And will be abandoned on the same day ad drilling by tremi-grouting, using bentonite slurry (2lbs bentonite to 1 gal water).
Date:  January 12, 2015

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500105
2015/01/1209528 Sherman Ave Nw, Washington, Dc 20001
SCORE
56
Interior demolition of non-bearing elements in a space up to 5,0 square feet (464. 5 square meters)
Date:  September 11, 2015
Contractor: Zayets Jerry

Client: Zayets Jerry | Permit type: Building | Permit status: Permit issued | Permit id: Pc20532291
2015/09/1105628 Sherman Ave Nw, Washington, Dc 20001Zayets Jerry
SCORE
96
Plumbing and gas
Date:  August 26, 2015
Contractor: David L. Hahn

Permit status: Permit issued | Permit id: P1508576
2015/08/2609628 Sherman Ave Nw, Washington, Dc 20001David L. Hahn
SCORE
56
Raze existing building that was previously used as a business
Date:  May 19, 2016
Contractor: Ree00se

Permit type: Raze | Permit status: Permit issued | Permit id: R1500153
2016/05/1905628 Sherman Ave Nw, Washington, Dc 20001Ree00se
SCORE
87
Raze a detached garage
Date:  May 19, 2016
Contractor: Reese

Permit type: Raze | Permit status: Permit issued | Permit id: R1600154
2016/05/1908728 Sherman Ave Nw, Washington, Dc 20001Reese
SCORE
56
Removal of three (3)underground storage tanks - one 500-gal diesel ust, one 2,000-gal gasoline ust, and one 1,000-gal kerosene ust - that were encountered during excavation activities as part of site redevelopment. Earth work and sediment erosion controls are associated with sheeting, shoring, and excavation permit sh1600028.
Date:  September 13, 2016
Contractor: Na 28 Sherman Llc; Ecc, Inc

Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Ut1600077
2016/09/1305628 Sherman Ave Nw, Washington, Dc 20001Na 28 Sherman Llc; Ecc, Inc
SCORE
98
Sheeting and shoring to compliment excavation to re-mediate hazardous soils located on property.
Date:  August 25, 2016
Contractor: Nicholas Brown

Permit type: Sheeting and shoring | Permit status: Permit issued | Permit id: Sh1600028
2016/08/2509828 Sherman Ave Nw, Washington, Dc 20001Nicholas Brown
SCORE
56
Foundation to grade permit only. For proposed 3-story plus basement multi-unit residential development on vacant lot.
Date:  February 8, 2017
Contractor: 28 Sherman Llc; Maddox Engineers And Surveyors Inc

Permit type: Foundation only | Permit status: Permit issued | Permit id: Fd1600100
2017/02/0805628 Sherman Ave Nw, Washington, Dc 2000128 Sherman Llc; Maddox Engineers And Surveyors Inc
SCORE
56
Installation of storm and sanitary lateral permit is related to sh1600028 and fd16000100.
Date:  May 4, 2017
Contractor: 28 Sherman Llc; Jesse City Permit; Curtis Lynn Myers; Jesse Tarr

Permit type: Civil plans | Permit status: Permit issued | Permit id: Bciv1700124
2017/05/0405628 Sherman Ave Nw, Washington, Dc 2000128 Sherman Llc; Jesse City Permit; Curtis Lynn Myers; Jesse Tarr
SCORE
96
Plumbing and gas
Date:  July 10, 2017
Contractor: Kenneth B. Beechner

Permit status: Permit issued | Permit id: P1707323
2017/07/1009628 Sherman Ave Nw, Washington, Dc 20001Kenneth B. Beechner
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