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288.-1-82
SEP-0671-2020
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111 Old West Mountain Rd
Residential Septic Alteration
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169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (518)745-0307
Fax: (518)745-0308
November 2, 2020
Town of Queensbury Buildings & Codes
Mr. John O'Brien FILE
742 Bay Road 'COPY
Queensbury, NY 12804
Re: Replacement Septic System — Parker Residence — 111 Old West Mountain Rd,
Queensbury, NY, Parcel #288.-1-82
Dear Mr. O'Brien:
On October 30, 2020 I performed two percolation tests and a deep hole test at the Dave Parker
residence located at 111 Old West Mountain Road in Queensbury. The test was performed to
the north of the residence, approximately 30-ft north of the failed drywell, in the location where a
new absorption bed is proposed.
It is proposed to reuse the existing 1000-gallon septic tank, install a new PVC tee-baffle if
necessary and to install a new 15' x 45' pipe-in-stone absorption bed. The failed drywell will be
abandoned in-place.
The results of the soil testing are as follows: gvE
Deep Soil TestECEn0
NOV p g 12O /020
0- 8" Topsoil
8— 34" Brown Gravel w/large cobbles TOWNOF c
QUEEESBURY
34— 50" Light Brown Fine & Medium Sand &�QGES
No boundary condition was encountered
Percolation Test 1
Stabilization percolation rate - 9 minutes, 30 seconds per inch
Percolation Test 2
Stabilization percolation rate - 5 minutes per inch
The design flow for this 4-bedroom residence at 110 gpd per bedroom requires 629 SF of
absorption area (0.7 GPD/SF application rate for 8-10 minute percolation rate). With the
proposed 15' x 45' absorption bed, 675 SF of bed area will be provided.
It is my understanding that the installer plans on beginning work later this week. Enclosed
please find a wastewater replacement application. Please contact me if you have any
questions, otherwise please contact Ruben Ellsworth when the permit is available.
Best regards,
UR;0110i; fOn
},Iry 44:44 TA cc
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' 09662- `u` ;
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Lucas W. Dobie, P.E.
Cc:
Mr. David Parker
Ellsworth & Son Excavating