HomeMy WebLinkAboutPercolation Test Logs _
PERCOLATION TEST LOG r-,,:„. ,-, ., - . Time:,3 7
Date: c p/c,el::0 7
Map/Lot No. -(2/6 a- Address: 078 sc?-7 /..1 009-Pe
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Engineer: 3--e_ ErNT't-et:la/rt Health Agent:
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ExpPn sion Area: Yes: No: Suitable/Subsurface Sewage: Yes: No:
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Expansionea Testedr71 No: Leaching Field: Pits: Trenches: 1
If No, Why? 9-) Unsuitable: Why? I
Well: Town ter: f. Subdivision/Owner's Name: _
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SKETC.EL:
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DEEP OBSERVATION HOLE LOG
Depth fromSurface Soil Horizon Soil Texture Soil Color Soil Motting Other
(inches) (USDA) (Structure,Stones,Boulders,
ConsIstenev,%Gravel)
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I DEEP OBSERVATION HOLE LOG
Depth fromSurece--- Soil Horizon Soil Texture Soil Color - 2 Soil Mothng Other
(inches) z:r13SDA? 4.- (Structure,Stones,Boulders,
Consistency,%Gravel)
vonHone, Amy
From: vonHone,Amy
Sent: Tuesday, February 26, 2019 8:47 AM
To: 'Mike Pimentel'
Subject: RE: 28 Park Avenue
Hi Mike-
No issue with not meeting the 200%in the first tank. I will anticipate your plan soon.
Thanks,Amy
Amy L.von Hone, R.S.,C.H.O.
Assistant Health Director
Yarmouth Health Department
From: Mike Pimentel [mailto:mpimentel@jcengineeringinc.com]
Sent: Monday, February 25, 2019 7:54 AM
To:vonHone,Amy<AVonHone@yarmouth.ma.us>
Subject:28 Park Avenue
Hi Amy:
We're working on a 7 bedroom septic upgrade design for an existing 3 family residential house
at 28 Park Avenue. We performed the perc test last week. The existing system comprises a
1,500 gallon tank, d-box, and 2 cesspools. The design flow is 770 gpd. Are you OK with us
keeping the 1,500 gallon tank and ask for waiver for NOT providing 200% min. of the design
flow (i.e. 770 x 2 = 1540 gallons). We're short by 40 gallons. We will still provide the
secondary tank, which will provide the required 100% min. design flow (i.e. 1,000 gallon
tank). Please let me know when you have a chance. I attached a copy of the sasb
plan. Thanks.
Michael Pimentel, EIT, CSE
Senior Project Engineer
JC Engineering, Inc.
2854 Cranberry Highway
East Wareham, MA 02538
PH: 508-273-0377
Fax: 508-273-0367
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