HomeMy WebLinkAbout0029 AVALON CIRCLE - Health 29 AVALON CIRCLE
Qsterville
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1
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
h 29 Avalon Cir. {
Property Address tQ
Jillian Gallup F
owner Owner's Name
information is required for every Ostervilte I✓ MA 02655 4/29/2016
page- City/Town State Zip Code Date of Inspection
N
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way.Please see completeness checklist at the end of the form.
""Po""a"t when A. General Information
filling out forms
on the computer,
use only the tab 1 Inspector
key to move your
cursor-do not Paul Martin
use the return Name of inspector
key.
Cape Cod Septic Services
Company Name
350 Main St
Company Address
W.Yarmouth MA 02673
Citylrown State Zip Code
508-775-2825 S15016
Telephone Number License Number
B. Certification
1 certify that I have,personally inspected the sewage disposal system at this address and that the
information reported below is true, accurate and complete as of the time of the inspection.The inspection
was performed based an my training and experience in the proper function and maintenance of on site
sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of
Title 5(3io crAR 15.000).The system:
® Passes ❑ Conditionally Passes ❑ Fails
❑ Needs Further Evaluation by the Local Approving Authority
5/2/2016 .
Inspect�i nasr S g ture Date.
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board
of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or
has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the
report to the appropriate regional office of the DEP_The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use .
at that time.This inspection does not address how the system will perform in the future under
the same or different conditions of use.
t5ins•3113 Title 5 Official ImpeeUon Forth:Subaaface Sewage Disposal System•Page 1 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System.Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: Check A,B,C,D or E/always complete all of Section D
A) System Passes:
® I have not found any information which indicates that any of the failure.criteria described
in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are
indicated below.
Comments:
System in working condition.
B) System Conditionally Passes:
❑ One or more system components as described in the"Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not
determined," please explain.
The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally
unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is.available.
❑ Y ❑ N ❑ NO (Explain below):
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M 29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
B) System Conditionally Passes (cont.):
J
❑ Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will
pass inspection if(with approval of Board of Health):
❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if(with approval of the Board of Health):
❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
C) Further Evaluation is Required by the Board of Health:
❑ Conditions exist which require further evaluation by the Board of Health in order to determine if
the system is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR
15.303(1)(b)that the system is not functioning in a manner which will protect public health,
safety and the environment:
❑ Cesspool or privy is within 50 feet of a surface water
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
2. System will fail unless the Board of Health (and Public Water Supplier, if any)
determines that the system is functioning in a manner that protects the public health,
safety and environment:
❑ The system has a septic tank and soil absorption system(SAS) and the SAS is within
100 feet of a surface water supply or tributary to a surface water supply.
❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well".
Method used to determine distance:
**This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal
coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal
to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must
be attached to this form.
3. Other:
D) System Failure Criteria Applicable to All Systems:
You must indicate"Yes" or"No"to each of the following for all inspections:
Yes No
El ® Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
ElStatic liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than '/2 day flow
t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
29 Avalon.Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
Yes No
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory,for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered.A copy of the analysis
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
❑ ® The system fails. I have determined that one or more of the above failure.
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system.the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the
questions in Section D.
Yes No
❑ ❑ the system is within 400 feet of a surface drinking water supply
❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply.
❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection
Area—IWPA)or a mapped Zone Il of a public water supply well
I
If you have answered"yes"to any question in Section E the system is considered a significant threat,
or answered"yes" in Section D above the large system has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
t5ins-3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. Cityfrown State Zip Code Date of Inspection
C. Checklist
Check if the following have been done. You must indicate"yes"or"no"as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ ® Were any.of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
® ❑ Were as built plans of the system obtained and examined?(If they were not
available note as N/A)
® ❑ Was the facility or dwelling inspected for signs of sewage backup?
• ❑ Was the site inspected for signs of break out?
® ❑ Were all system components, excluding the SAS, located on site?
® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank
inspected for the condition of the baffles or tees, material of construction,
dimensions, depth of liquid, depth of sludge and depth of scum?
® ❑ Was the facility owner(and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System(SAS)on the site has
been determined based on:
® ❑ Existing information. For example, a plan at the Board of Health.
❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue
approximation of distance is unacceptable) [310 CMR 15302(5)]
D. System Information
Residential Flow Conditions:
Number of bedrooms(design): 3 Number of bedrooms(actual):. 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x.#of bedrooms): 110x3=
330gpd
t5ins•3/13 Title 5 Official Inspection Form:Subsurface_Sewage Disposal System•Page 6 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. Cityrrown State Zip Code Date of Inspection
D. System Information
Description:
Unknown
Number of current residents:
Does residence have a garbage grinder? ❑ Yes ® No
Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No
information in this report.)
Laundry system inspected? ® Yes ❑ No
Seasonal use? ❑ Yes ® No
'15-112 GPD
Water meter readings, if available(last 2 years usage(gpd)): '14-120 GPD
Detail
Sump pump? ❑ Yes ® No
Last date of occupancy: Unknown
Date
Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow(based on 310 CMR 15.203): Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ❑ Yes ❑ No
Industrial waste holding tank present? V ❑ Yes ❑. No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
i
Water meter readings, if available:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
�M 29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Last date of occupancy/use: Date
Other(describe below):
General"Information
Pumping Records:
Source of information: No Records
Was-system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gallons
How was quantity pumped determined?
Reason for pumping:
Type of System:
® Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology.Attach a copy of the current operation and
maintenance contract(to be obtained from system owner)and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
i
❑ Other(describe):
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17
Commonwealth of Massachusetts
. Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Approximate age of all components, date installed (if known)and source of information:
2014 Per BOH records.
Were sewage odors detected when arriving at the site? ❑ Yes ® No
Building Sewer(locate on site plan):
1-611
Depth below grade: feet
Material of construction:
❑ cast iron ®40 PVC ❑ other(explain):
Distance from private water supply well or suction line: +10'feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Line checked with sewer camera and was found to be clean , properly pitched with no sign of root
intrusion.
Septic Tank(locate on site plan):
8"
Depth below grade: feet
Material of construction:
® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain)
If tank is metal, list age: years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑. Yes ❑ No
Dimensions: 1000Gal H-10
Sludge depth: 6-811
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17
Commonwealth of Massachusetts
Title- 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Septic Tank(cont.)
Distance from top of sludge to bottom of outlet tee or baffle
Scum thickness 3-5"
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
How were dimensions determined? Estimated
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
1000Gal H-10 tank in good structural condition. PVC tees in.place. Tank at normal operating level.
Covers 8" below grade. Recommend service of tank.
Grease Trap (locate on site plan):
Depth below grade: feet
Material of construction:
❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain):
Dimensions:
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping: Date
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17
f
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. CitylTown State Zip Code Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain):
Dimensions:
Capacity:
gallons
Design Flow: gallons per day
Alarm present: ❑ Yes ❑ No
Alarm level: Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments(condition of alarm and float switches, etc.):
1
*Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 11 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owners Name
information is required for every Osterville MA 02655 4/29/2016
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Distribution Box(if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
0"
Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any
evidence of leakage into or out of box, etc.):
H-10 DB-6 with 1 line in and 4 lines out in good condition. Box is clean and level in new condition. No
sign of overloading or hydraulic failure.
Pump Chamber(locate on site plan):
Pumps in working order: ❑ Yes ❑ No*
Alarms in working order: ❑ Yes ❑ No*
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
r
*If pumps or alarms are not in working order, system is a conditional pass.
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form Not for Voluntary Assessments
29 Avalon Cir.
Property Address
P
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Type:
❑ leaching pits number:
® leaching chambers number:
16 ADS
❑ leaching galleries number:
❑ leaching trenches number, length:
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
16-ADS high capacity units in a 11.3'x25'trench configuration. Units were found dry at time of
inspection and soil was clean. No sign of overloading or hydraulic failure.
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration
Depth—top of liquid to inlet invert
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is required for every Osterville MA 02655 4/29/2016
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Comments(note condition'of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy(locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
i
t5ins•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System Page 14 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to
at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.Locate
where public water supply enters the building. Check one of the boxes below:
❑ hand-sketch in the area below -
® drawing attached separately
t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
29 Avalon Cir.
4 M SVer
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
® Check Slope
® Surface water
i ® Check cellar
® Shallow wells
Estimated depth to high ground water: +12'
feet
Please indicate all methods used to determine the high ground water elevation:
® Obtained from system design plans on.record
If checked, date of design plan reviewed: 3/20/2014
Date
❑ Observed site(abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health-explain:
❑ Checked with local excavators, installers-(attach documentation)
❑ Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Test hole data per plan on file at BOH. Test hole to 12'with no water encountered. Bottom of leaching
at 3'
s
s
i
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 16 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
29 Avalon Cir.
Property Address
Jillian Gallup
Owner Owner's Name
information is Osterville MA 02655 4/29/2016
required for every
page. Cityrrown State Zip Code Date of Inspection
E. Report Completeness Checklist
® Inspection Summary:A, B, C, D, or E checked
® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed
® System Information—Estimated depth to high groundwater
® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file
t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17
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Land Use J-ev, a ( Slopes(%) 2g' Surface Stones r1.—
Distances from: Open Water Body, ft Possible Wet Area N :Iq- ft Drinking Water Well deft"
Drainage Way PIA- ft Property Line �ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes)
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Depth to Groundwater. Standing Water in Hole: N/A Weeping from Pit Face,,
Estimated Seasonal High Groundwater
DETERAIINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in;obs.hole: ;j --Depth to Soil mottles:
Depth to weeping from side of obs.hole: _In, Groundwater Adjustment fr.
Index.Well.# Reading Date: Index Well level -.o Adj,thctor m Adj..Groundwater Level,,,,e,
PERCOLATION TEST bats; Time�_Y_,_
Observation
Hole# ' Time at 9"
Depth of Pere Time at 6"
Start Pre-soak Time® P 1 c 3 Time(V-6")
End Pre-soak 1
Rate MinAnch.
Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N)
Original: Public Heaith Division .< Observation Hole Data To Be Completed on Back'-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning.
Q:ISEPTICU'ERCFORM.DGC
i .
DEEP.OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Structure;:Stones;Boulders.
.t v
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o C Mr Sgrt 'L 5Y
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
2v yz c, t�. sG a
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
consigency.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
Flood Insurance Rate Mau:
Above S00 year flood boundary No— Yes ..,
Within500'yearboundary No Yes:
Within 100 year flood boundary NoNe-2 Yes
Depth of`Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout to
area proposed for the soil absorption system? 4�
If not,what is the depth of naturally occurring pervious material? ..._.
Certification
I certify that on q1 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 10 CMR 15.017. /v
Signature Date _ ( I l
/i
Q:\.SBpTICVERCFORM.DOC
TOWN OF BARNSTABLE , 1
LOCATIONA q ion o;r° k, SEWAGE#
VILLAGE � i ASSESSOR'S MAP&PARCEL ,
INSTALLER'S NAME&PHONE NO. �
SEPTIC TANK CAPACITY
LEACHING FACILITY: a 8�ocYr�{uSE
(type) i W6)(size) r�a� X 60
NO.OF BEDROOMS 3
OWNER Rc,voIyricl Got-))
PERMIT DATE: —1''15 20 t Lf COMPLIANCE DATE:
Separation Distance Between the: A/L ^��✓�
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �.wwn Iftf Feet
Private Water Supply Well and Leaching Facility(If any wells exist on /4"f
site or within 200 feet of leaching facility) 4 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) /1/ Feet
FURNISHED BY
i
A 3_
IA
A J=X5
8 3-76
ec.-n 4-33,'��
No., J C/ / Fee z e
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OFF BARNSTABLE, MASSACHUSETTS Yes
ZpPIication for Bisposal 6pstem Construction permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. a 9 AV44 )N C t R4!LjS' Owner's Name Address,and Tel.No.
per. Rely ;ta GroLX:P1
Assessor's Map/Parcel 1 � �t LL C a, ✓4 Leh t R. p U(L.C.E
Installer's Name,Address,and Tel.No.,5CQ Designer's Name,Address,and Tel.No.50b`-4-7-1—''3i3
i L Stf pC' e W
Type of Building:
Dwelling No.of Bedrooms Lot Size 15, 5-37:�- sq.ft. Garbage Grinder( )
Other Type of Building I_GS dD =L�_No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3® gpd Design flow provided 35 0 gpd
Plan Date 3,-ap --ao i q- Number of sheets Revision Date
Title ;19 A U4 LZ2Q (t Q e fj[ �S if f CCU
Size of Septic Tank 1 Doe) �1Type of S.A.S. ((o ADS kR CSC S
Description of Soil A(E - F:aju s6kfab � a�T�Pl.SEL_z pc�t1�
Nature of Repairs or Alterations(Answer when applicable) S€ 6&s-rtICJC—. jdcxp GA4jn0L) S8PT(C_- V
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He
gne Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. "' Date Issued
No. cry Fee
f ' THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH'DIVISION -TQWNI�Mi-B�ARNSTABLE, MASSACHUSETTS
Rpplication for 13isposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(W Upgrade( _) Abandon( ) ❑.Complete System ❑Individual Components
NA
Location Address or Lot No. a 9 A 044-0 LJ C t R '(A, :, Owner's Name,Address,and Tel.No.
�S"f�2t V I C.C.E R AY�•!c�efD �--Ovc.'p
Assessor's Map/Parcel a, ✓ tJ ( C�
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.,5 0 S-4-1 j-5`313
G.4 0 Gcc.�l�i✓ �tJ�'R�/LiS� tK. E t�N�¢1�uCr w olte-�.S za.C„
Typ of Building:
Dwelling No.of Bedrooms Lot Size l ,15'-3 t sq.ft. Garbage Grinder( )
'Other Type of Building �1 D 1 A- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Desig Flow(min.required) gpd Design flow provided 3 5 Q t gpd
Plan Date 3 -.D -a o i Number of sheets v'L Revision Date
Title ::19 A.04 OQ d r D K!(1; O STs�%-lI u�
Size of Septic Tank I o0a Type of S.A.S. i(n Ab Sfl j<
°Y Description of Soil /4{ - F I I. :,A"D P a q" I so-s PcA iQ h
Nature of Repairs or Alterations(Answer when applicable) U S� C xC'r t 1JG 000 OdL) 5e�-CIL
Date last inspected: "� f
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
&ignedO - Date - 1
"'Application Approved by t Date C/
C Zr,. i
Application Disapproved by Date
for the following reasons
Permit No. -), ,/?/ / y Date Issued
-;— �- TIC E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired Upgraded
,Abandoned( )by CA/JF_ W iir IF( 9�-- UC
at N ,QVA LOO GIB 6S-rEkV1 LLC— has been constructed in accordance
`
with the provisions of Title 5 and the for Disposal System Construction Permit Np�/�/` dated �
Installer C&E-w(Tw GME;PklsE5 UC- Designer 4-Lc;, L
#bedrooms -3 Approved design flow gpd
The issuance of this permit shall not bed co:strue, as a uarantee that the system wi 7 fD'cti n as designed.
Date Inspector
- -- - --- -- - -
No. 0/ / -' / y Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
misposar 6pstem Construction permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at A9 A VA L-o&) G(R-C /)s7G0.0 l LL r-
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction mus be comp eted within three years of the date of this ermit.
Date `�7 / y Approved b��-
Town of Barnstable
Regulatory Services
.�„ Richard V. Scah, Interim Director
KAM
• a►ttNxar.E. •
Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: �l N Sewage Permit# 9t014- fa-'t Assessor's Map\Parcel
P�ler Mc ent-et !�� ,�
Designer: .f1���n�-'n•,. Q�G[S „ c Installer: C'4 -�-+^�p
Address: I 2 W. Cf ss` e�d 1g,/ Address: 1_�rJ.
00
On g;L5 a01Lfwas issued a permit to install a
(date) (installer) /,�
septic system at '� A-�a 16#4 e% r2"� DS'�'" based on a design drawn by
(address)
y��Fe/ c. J-e e n E dated I l
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i,e.
greater than 10' lateral relocation,of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations, Plan revision or
certified as-built by designer to follow, Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in comply r e ith the terms of
the IAA approval letters (if applicable) �- t i op
i -a • PETER T.
rRENTEE
tallez's Si e) CIVI ,
No'Sam
esigner's Signature) x Designer's
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY TIME 13ARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q-\Septic\Designer Certification Form Rev 8-14-13.doc
II
LOrC.+AT10 SEWAGE PERMIT NO.-231
F
INSTALLER'S NAME S ADDRESS
iyl. Via-d.
B UILDE. R OR OWNER
DA T E PERMIT ISSUED
e
DATE COMPLIANCE ISSUED ?,� _�►_�
i
F
i
0 4
LOT �)
No FEZ.A�...............
THE COMMONWEALTH OF MASSACHUSETTS
��,� � BOARD OF HEALTH
----------------_-- ...................................
Appliratiou for Uh4posal Works Tomolrurtion famit
Application is hereby made for a Permit to Construct (6, or Repair an Individual Ser;:sposal
System at*
f7,61 V
... . . ....... ....... ......................................... ...W.,eO......�. ../............... .. -----------
......... ..
L io dress Sr Lot No./,7
7 Z_
....................... ................. . .................... .... ..... ............. ...... .......... .........n ddress
cle
In Her Address
Type of Building Size Lot.15—,IjU......Sq. feet
Dwelling—No. of Bedrooms.........._J............................Expansion Attic Garbage Grinder ( )
Other—Type of Building ............................ No. of ersons............................ Showers Cafeteria ( )
. I p
Otherfixtures .....................................................................................................................................................
Design Flow............................................gallons per person per day. Total da flow............................................gallons.
WSeptic Tank—Liquid capacityYA*...gallons Length.....6........ Width.....r........ Diameter______----__-._- Depth....._..........
Disposal Trench—No--------------------- Width. Total Length.............._..... Total leaching area....................sq. ft.
Seepage Pit No......./.......... Diameter.....!�............. Depth below inlet._._ Total leaching area..........;.......sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Result Performed by-----—.. n............. Date.... .............
u��. ;.,......minutes per inch Depth of Test Pit.................... Depth to ground water_._._._____.__..._...__.
Test Pit No. I
GTq Test Pit No. 2................minutes per inch Depth of Test Pit.............._._.:. Depth to ground water........................
0
Description of Soil............. ......... .......................
W -------------*-------------------- ----------------
------------------------------------ ------------------------*-------------------------------------------------------
........................................................................................................................................................................................................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
........................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed'Individual Sewage Disposal System in accordance with
the provisions of TLITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board ofjiealth.
#4..........0../ 4'/kpj
IxS' d _1.�_ .........*. . ......................... .%�--�............
. I- -- ----- --- F 9
Application Approved By....... ✓. . .. ... . --.1" 49 ----r..1.........
-W. -f. ... . .............................. ......
Date
Application Disapproved for the following reasons:.............7 .........................................................................................
.........................................................................................................................................................................................................
Date
XT_
Issued... .............................
Date
�. �' .� ..
No........... =3 ... Fzs�. ... ......
THE-COMMONWEALTH OF.MASSACHUSETTS
BOARD- OF EALTH
, pfira' tW r .Divosall#,arks Cnomtrur#ion rnmit
A i . tion is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
System'at:
k ............................... .... .......................... ---....... _......._. .....
-- L ion ie s r Lot No
}
w drams
,. ....
J J., ' !k` taller Address
Address ....
"
Type of;Buildirg Size Lot. r ---.,Sg. feet
U.
Dw ll n —No. of Bedrooms........... y g .__. _.._Expansiou Attic ( ) Garbage Grinder ( )
aOther Type of Building ............................ No. of- ersons. ... ........_......_... ( ) Cafeteria ( ).,Showers —
r Other fixtures ......< .:..........................................................
d
WDesign Flow,_.. --------•--------. --gallons per person per day. Total day flow............................................gallons
Ri S"q 4'ank; 'Liquid capacity/ .gallons ength = Width Diareter . Depth... .:.......
Disposal,Trench7 %'Vq Width..r s Total Lei}gth Total leaching ---sq. ft.
3 Seepage Pit No ._-. ... .._ Diameter g.__ .... Depth$'belowi nle '�..............
...,Total leachin area._ sq. ft.
Z Other Distribution box ( t) Dosi �aie(,, ,,,,� z� '" � '
aRercolaion"Test Re is Prfo'med by ��/............3�...... •-• --•-•.... ......... Dat .............--.......................... 'Test Pit No. ......'.minutes per inch Depth .of Test Pit;` ............. Depth to ground water.........
Test,Pit No 2.................minutes per inch Depth of Test Pit Depth 9 gro d_y6ate `
o ,�e�
Description of Soil 4 +' ?;-----•-= _ -----
U .---------------------------
•-------------------
.....x •--...._...._..-• -----..... "-`,---...------
^ ___________________________ ........._-------------------------------------------......._......_..._ Y� ........_._. ..._
U Nature of Repairs or Alterations—Answer when applicable..::___.: �� .._:._. ___._ h
••---- ...--•--
:� :
Agreement tr
The undersigned "agrees to install the aforedescribed Individual Sewage,Disposal System in`accordance with
the provisions of TITLE 5 of the State Sanitary .Code—The undersigned further agrees'not to place the system in
operation until a Certificate of Compliance kbissue` b the board of ealth. Q
i
r
ni Applicarion Approved .BY `' = �`.:__ ... .--•- .
4._ ..
Date
Ap�plieation Disapproved for the following reasons _ : ...... ......................................................
.. .
........... ..... .............. ...... .........• -•-------•••....... -----•----••--•-•-•---•----•--------•-••-••--•---------- --•--•. •• •.•--•-
! � Date
Permit No................:- --• ;q" ' Issued-.......................................................
..........................•-------• Date --••--- ---......_..
THE COMMONWEALTH OF MASSACHUS,ET,TS
BOARD OF HEA.L"TH
t ...................O F.1.rt . �.. .. ...........
Trrfif iratr of from# ianrr
TH I TO IF Y That the I ,v al ewage is o al tem constucted (- or Repaired {lei
••---_� :' ..
Installr - '..`..
at ....a--•• ..---
has been installed in accordance with the provisions of1�er;; The State Sanitary C��e 41 de?;Md in the
application for Disposal Works Construction Permit-No ....__...._ dated_ -.-.__-_ ................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT,ZE CONSTRUED AS A GUARANTEE THAT THE:
SYSTEM WILL FUNCTIOL� SATISFACTORY�,�; E� �v
DATE........... .' . `'......... _..................................... Inspector. f -..
THE COMMONWEALTH OF MASq.ACHUSETTS
"BOARD OF 'KEALTH _-
,. N ,�.•�
C ..l.. .............
!1 .................................
....... r ,-. ,� FEE ......... ,
t �r11.0�t1 .ir
�,...... .
Permission is eby granted---- .---•-.., .;, '- - ..................... - ......--------- ...--- -•• J to Construct ( or,- pair ) a Individual Sewage Disposal System
at No
.Street a• r
as shown on the application for Disposal Works Construction Per o. 4,a
. Dated----' .
r- _
6 F...........................•-____ ........................
DATE--- ---•---- --- ------------------ ..........................
v ..
Boa d'of Aeal
'FORM 1255 HOBBS &.WARREN• INC., PUBLISHERS
i � 1
<
4 kit �LiMiL:( ; �S�T?Tc'C�C�N� •� S
LIC-
(C>oo G Q-L-.. 3r {.
E
ToT,&L 425
TOTAL r,a.f u( ru7\,u = 33L� E•f?D. E".% '�� a
Pr-fZGDI.p,Tk0 tZdTE ("lu Zhtl►J o2 LES;. •. xU=' c`�(``l
`cJi3aotf, Iuv T'nntK
LagcN A
Plr
�,� — W i ri••t e
WASNEn
,off
--�-- - L dCA T I v 1-1
f W a e-"z � I I I.
.1cnt�t>: � aA.TC
t c t,I T i t--4 T 14 A T T 1-4 G- a t,.w_ _«. S wcr"Ar u P t- ts.►-J T2.�=_r
tit k LntJ W iTi-3 t
`�a W�..! C,k � ' r, r �"1 � �� Cam. ,•-1 ,� ,� -� u
Tt-A ice, P r_A ti( i Li oT TEA;ECi CA-4 r
. .� �`i'_ U;CJI7 (�'� i'sr.-_1-�t�M��-�l= 1��`C' l_II•-1�:: � A.F),t=,t_( r1ls.F..("'('"- ,f '
LEGEND. N o LQU
98 -- EXISTING CONTOUR p 0x 100.98 EXISTING SPOT GRADEW EXISTING WATER SERVICE m 28
G EXISTING GAS SERVICE fit/ o O . Avalon
H.i OVERHEAD WIRES Q C�tcle v
t�
o (D
o O
TEST PIT 3 L• 0
EXISTING LEACH PIT on e
gl o
TO BE PUMPED, FILLED WI TH n
SAND AND ABANDONED
(SEE NOTE 11-SHEET 2) rn °- LOCUS
CONVENTIONAL S.A.S. FOOTPRINT
{ FOR ILLUSTRATION ONLY-DO NOT INSTALL XIS7ING SEPTIC TANK
2-500 GALLON CHAMBERS W/4' STONE TOP OF TANK, EL.=99.15 LOCUS MAP
13.2' x 25.0 S.A.S. FOOTPRINT INV.(OUT)=97.82E NOT TO SCALE
BOTTOM SIDEWALL TOTAL
AREA AREA AREA INSTALL 40-MIL POLY LINER
330 SF 152 SF 482 SF TOP OF LINER, EL-94.5
TOTAL CAPACITY = 0.74 GPD/SF(482 SF)' = 357 GPD BOTT. OF LINER, EL.=92.0
0
104.7_2 N 85.33'10. W �PS�
x 101.60
r 98.99 x 1 1 1/•44' x x 66
0 .96.66 95.69 h0%nlInk ' fence x
41' �2� � •
! SHED I _FPROPIpSE[D i•, INS TION PORT j
_ 6 �� ,
x _ S. _ f. TP-1 / ,
100.4.7 \ t _ - _ �
t 95.95
x ioo•e \ in TP-2
U \ 99.60 \'- 96.63 x
TBM I 100.26 \ x 96.55
E
+ 98.34
OUTSIDE COR./ T0o•17 x
BOTT.STEP 100.21
EL.=100.08 101. Q BM
0.08 103.51
COY �9.74 x 99 6
POND 10014 x /
Lu / // . 101.22 .xN(O�o�
-EXIS77NG
�. u1 0 9 OUSE(#29) 100.45
T- - -
} H x � � I loz.72
0 9�X ECK T.O.F.=101.Ot --
to
0 100.15
Z x + 100.60 x x ,
101.93 100.48
100.18
x GARAGE �P
x 100.86 100.20 , / 102.37 ,
101.04' x 100.97
101.89 °k
x 100. 7 `` �\
El
�RIVEWA Y 10184 102.23
LOT 31 rye,''
15,753E S.F. c°, ^� poi,.,
MBLU 145-062 `IV
_k .101.50..: o
x 100.E
0 100.32
U
• x 25' 101•il
SURVEYPI 100.33x L=102•
• _ edge 100.49 V ,� LO99.76 100.02 CY 0.00
a101.08c c h�c�in P' LE
A--
•
OF MgSs9��G
PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
M C"VIL E` N 29 AVALON CIRCLE, OSTERVILLE, MA
No. 35109
�p Prepared for: Raymond Gould, 29 Avelon Circle, Osterville, MA 02655
A G/STEM F,
OWNER OF RECORD FS I L E , Engineering by: SCALE DRAWN JOB. NO.
RAYMOND GOULD Engineering Works, Inc. 1"=20' P.T.M. 121-14
►/
29 AVELON CIRCLE '( 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No.
OSTERVILLE, MA 02655 �� (508) 477-5313 3/20/14 P.T.M.. 1 Of 2
NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
POLY LINER AS SHOWN ON SHEET 1.
TOP OF LINER, EL.=94.5
BOTTOM OF LINER, EL.=92.0
SEPTIC.TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT
OUTLET'AND SET TO 6" OF FINISH GRADE CHARCOAL
T.O.F. COVER SET TO 6" OF GRADE,
EXISTING` F:G. EL.=96.3-99.3(MAX:) VENT
F.G. EL F.G. EL.=99.3t CONNECT
MAINTAIN 2% GRADE MIN. OVER S.A.S. ALL ROWS
Ar 714'=i
�, r .
INSPECTION
L = 25 4'(MA)O PORT
® S=1% (MIN.) % (MIN.)4°SCH40 PVC 40 PVCTOP LOAD UNITS
6"1o"I14" 1 s19" TO
EXISTING 48" LIQUID IVERTLEVEL AOD . . 5.80
INV:=95.97 PROPOSED'
GAS BAFFLE INV.=94.58 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0'
INV.=97.82f D-BOX
(VERIFY) T SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING SEPTIC TANK H-20
ESTABLISH VEGETATIVE COVER
BACKFILL WITHKaEAN NATIVE OR
NOTES: PERC SAND TO TOP OF CHAMBERS
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INV. ELEV.=94.58 ;
INVERTS, PRIOR TO INSTALLATION. BREAKOUT=TOP
2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP ELEV.=94.33
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=93.00
310 CMR 15.221(2). 2.83'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3'
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. EXISTING SUITABLE
NO G.W., 'EL=84.7 (TP-2) = MATERIAL
USE 4 ROWS OF 4-HIGH CAPACITY ADS BIODUFUSER* UNITS
WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S.
SOIL LOG
DATE: MARCH 20, 2014 (REF#14,311)
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: DONNA MIORANDI R.S. HEALTH AGENT
GENERAL NOTES: ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH
1. ALL CHANGES TO THIS PLAN .MUST BE APPROVED BY THE LOCAL 96.3 A 0., 96.7 A 0
BOARD OF HEALTH AND THE DESIGN ENGINEER. - LOAMY SAND LOAMY SAND
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 10YR 4/2 10YR 4/2
95.8 96.2
OF THE STATE ENVIRONMENTAL CODE TITLE V AND ANY APPLICABLE � 6" 6"
LOCAL R AN
B 8
L L RULES D REGULATIONS EXCEPT AS REQUESTED BELOW:
310-_CMR 15.405(1)(b): - - - - - n _� ��'�� . : _ LOAMY
SAND,-__
LOAMY SAND,
1) A 3' variance to the 3' maximum cover requirement, for up 94.3 24" 94.7 24" .
to 6' of cover. S.A.S. shall be vented and H-20 Rated. . C1 PERC C1
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 30"/42"
TO INSPECTION AND APPROVAL BY THE BOARD OF 'HEALTH AND THE. M-F SAND M-F-SAND
DESIGN ENGINEER. 10YR 5/6 10YR 5/6
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 93.0 40" 93.2 42"
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN C2 C2
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
M-F SAND M-F SAND
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 2.5Y 7/3 2.5Y 7/3
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 84.8 138" 84.7 144"
7_ WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PERC RATE <2 MIN/IN. "C" HORIZON
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. NO GROUNDWATER ENCOUNTERED
9. ALL AREAS CLEARED FOR CONSTRUCTION,SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 75" -
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNINGriluM
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND L _
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
r PROFILE
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
11+2"
DESIGN CRITERIA - SECTION END CAP
NUMBER OF BEDROOMS: 3 BEDROOMS 16" HIGH CAPACITY -20) BIODIFFUSER UNIT
SOIL TEXTURAL CLASS: CLASS I MODEL 16" HICAP
DESIGN PERCOLATION RATE: 3 MIN/IN LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
DAILY FLOW: 330 GPD EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
DESIGN FLOW: 330 GPD SIDE WALL HEIGHT 11.2
GARBAGE GRINDER: NO OVERALL HEIGHT 16" MUG
HILLIARD, OHIO 43026
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY OVERALL WIDTH 34" 4640 TRUEMAN BLVD
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF � .. CAPACIT 13.6 CF Y (101.7 GAL) ADVANcm oRanncE srsroes, INC.
.74 GPD/SF
DISTRIBUTION BOX: 4 OUTLETS (MINIMUM) PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 4 ROWS OF 4 HIGH CAPACITY ADS BIODIFUSER 29 AVALON CIRCLE, OSTERVILLE, MA
H-20 UNITS IN STONELESS BED CONFIGURATION
SIDEWALL AREA: NOT APPLICABLE Prepared for: Raymond Gould, 29 Avelon Circle, Osterville, MA 02655
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4:73 SF/LF) Engineering by: SCALE DRAWN JOB. NO.
(BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473.0 SF Engineering Works, Inc. n.t.s. P.T.M. 121-14
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(473.0 SF) = 350.0 GPD (508) 477-5313 3/20/14 P.T.M. 2 Of 2