107 Septic Repair Plan 20217/18/2021 Saul Kuhr
107 Westhampton Road
Florence MA 01062
Owner:
Scale: 1 : 20'
HOMESTEAD INC.
Thomas S. Leue R.S.
1664 Cape St.
Williamsburg, MA 01096
[413] 628-4533
Date:
Revision Date:
Except as Noted
Plan to Repair
Septic System
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porch3-bedroom House Outline
38 1/2'45 1/4'33 1/4'33 1/2'CWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWT
ow
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wa
te
r
in
Existing 1000-gallon septic tank with center
riser: pump, crush and remove as required.
Existing leach tank with center riser:
to be reused. Clean at time of septic tank pumping.
patioTBM: surface of concrete porch.
Elevation: 100.00'
Driveway
INVERT ELEVATIONS and LENGTHS:
Letter Code Elevation
A House outlet invert 89.60
B Sched . 40 length 25 ft.
C Septic Inlet 89.00
D Septic Outlet 88.75
E SDR-35 length 12 ft.
F Leaching Tank Inlet 88.50
Install 1500-gallon Title 5 septic tank with sealed
risers to the final grade over all 3 access covers.
Variances Applied For:
System components greater than 3 ft.
below grade. 310 CMR 15.521 (7).
SYSTEM REQUIREMENTS AND SPECIFICATION
1.General
Board of Health approval required before licensed contractor installs system. Obtain Disposal Works Permit. All construction to be in accordance with Title 5 (310 CMR 1500) of the State Environmental
Code. Obtain City Trenching permit. Trench stability may require use of a trench box or other method.
Contractor responsible for verifying all dimensions, elevations and conditions. Contact System Designer immediately if discrepancies are found. Alternatives and clarifications to these specifications
should be discussed with the System Designer, Tom Leue, in advance at (800) 285-4533. Property lines are approximate , based on best available information . Any required tree cutting is the responsibility of the
Contractor. All wells within 150' of system are shown on the drawing.
2.Septic Tank
The septic tank for this project is to be Title 5 compliant and consist of two compartments . Install plastic risers with sealed plastic covers to the final surface over all three access holes. All internal piping
to be Schedule 40.
3.Piping
All piping from greywater and blackwater sources to be connected to building sewer in the basement . Piping from the building outlet to the septic tank to be 4” diameter Schedule 40. All piping from the
septic tank to the end of the system shall be 4” diameter, SDR-35 or better, except as noted on the drawings . Joints are to be sealed watertight. Place magnetic detectable warning tape pre-printed “Sewer Pipe
Below” or similar wording approximately 6” above all new piping and other components installed on this project . Replace any "Orangeburg" pipe with new piping, if found. Connect to cast iron building outlet with
Fernco coupling.
4.Inspection
Notify System Designer at least 24 hours in advance of completion of system construction and prior to backfill for final inspection . The System Designer shall verify the system was installed as designed
and authorize the final grading. The Contractor responsible for notifying the local Board of Health for a final inspection. If the System Designer finds the system is not ready for inspection after being called, or if
serious deficiencies are discovered , the System Designer must be notified to return to the job site when it is complete . There will be a charge to the Installer of $50 for each return trip, payable directly to the
System Designer at the time of the reinspection . Inspection and project closeout forms are usually generated within 24 hours of final inspection by the System Designer, when all other requirements are met.
Signed Certificate of Compliance forms and As-built Drawings are sent to the Installer for a signature and date. One set of forms are then returned to the System Designer for final processing. The second set of
forms are for the Contractor to keep as his project record.
6.Final Grading
At conclusion of work, loam and seed all disturbed areas to perennial grass mixture . Added loam may be required for adequate grass growth . Mulch slopes with hay, burlap or netting to minimize
erosion. Surface over leaching facility shall be pitched so as to shed rainwater. Also pitch surface over all tanks to shed rainwater from any exposed covers. Do not allow surface water to puddle over any tank or
component . Systems built late in the year, where the grass cover does not have a chance to establish itself, requires the contractor to return after spring thaw and resurface final grades and add grass seed cover
as required to equalize and stabilize all disturbed areas.
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Schedule 40
Property Line Length 163 ft.Property Line Length 160 ft.Property Line Length 125 ft.
Property Line Length 124 ft .
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NORTH
WESTHAMPTON ROADNote: Print to tabloid size paper.
0 50 FTSCALE BAR
SEPTIC TANK ASSEMBLY
3 access covers required. Install sealed risers to
within 6" of surface on all 3 covers.
Install on minimum of 6" compacted crushed stone base
Tank to be H-10 load rated.
Gas baffle on section outlet. Tank Requirements:
5000 psi concrete @ 28 days.4'-7"4'-4"5'-8"10'-6"
1500 gallon tank 19"10"Assessor's Lot 43-011-001
Note: No known drinking water
source within 150 foot radius .
Owner:
Saul Kuhr
45 Old Mt. Rd.
Hadley MA 01035
413-531-4557
kuhrkernel@comcast .net