HomeMy WebLinkAbout0153 LOVELL'S LANE - Health 153 Lovell's Lane
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Commonwealth of Massachusetts
�u I Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
t
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.
Important: A. Inspector Information
When filling oat A. 51 # I 's 301to
forms on the
computer,use Douglas A Brown
only the tab key Name of Inspector
to move your D.A.Brown Inc
cursor-do no. Company Name
use the return
key. P.o Box 145
Company Address
Centerville Ma 02632
Cityrrown State Zip Code
508-420-4534 S14297
Telephone Number License Number
B. Certification
I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title
5(310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address
listed above; the information reported below is true, accurate and complete as of the time of my
inspection; and the inspection was performed based on my training and experience in the proper function
and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined
that the system:
1. ® Passes
2. ❑ Conditionally Passes
3. ❑ Needs Further Evaluation by the Local Approving Authority
4. ❑ Fails
4-15-21
or' Signature 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 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 form should be sent to the system owner and copies sent to
the buyer, if applicable, and the approving authority.
Please note: 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.
t5insp.doc•rev.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18
L
r
Commonwealth of Massachusetts
I'P Title 5 Official Inspection Form
w Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
/f 153 Lovells Ln
v
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
C. Inspection Summary
Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6.
1) 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 met al minimum passing requirements at time of inspection. This report can not predict the
future performance under the same or increased usage. This system was installed in1986
2) 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 cf 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 ❑ ND (Explain below):
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
J 153 Lovells Ln
Property Address
Millsand Realty LLC
Owner information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityfrown State Zip Code Date of Inspection
C. Inspection Summary
2) System Conditionally Passes (cont.):
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
❑ '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):
3) 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.
a. 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:
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18
Commonwealth of Massachusetts
�d l Title 5 Official Inspection Form
I°1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
4(�
153 Lovells Ln
Property Address
Millsand Realty LLC
inform
Owneration is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
C. Inspection Summary (cont.)
❑ 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
b. 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.
c. Other:
4) System Failure Criteria Applicable to All Systems:
You must indicate"Yes" or"No"to each of the following for all inspections:
Yes No
❑ ® 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
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Ili
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Millsand Realty LLC
inform
Owneration is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityrrown State Zip Code Date of Inspection
C. Inspection Summary (cont.)
4) System Failure Criteria Applicable to All Systems: (cont.)
Yes No
❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
❑ 0 Liquid depth in cesspool is less than 6" below invert or available volume is less
than 'h day flow
❑ Z 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.
❑ ® 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 water supply
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 2000 gpd-
10,000 gpd.
❑ ® 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.
5) 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 CA.
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 II of a public water supply well
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18
Commonwealth of Massachusetts
�e l Title 5 Official Inspection Form
I° Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityrrown State Zip Code Date of Inspection
C. Inspection Summary (cont.)
If you have answered "yes"to any question in Section C.5 the system is considered a significant
threat, or answered "yes"to any question in Section CA above the large system has failed. The
owner or operator of any large system considered a significant threat under Section C.5 or failed
under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner
should contact the appropriate regional office of the Department.
6. You must indicate "yes" or"no"for each of the following for all inspections:
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 back up?
® ❑ 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 15.302(5)]
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18
i
Commonwealth of Massachusetts
�v l Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Millsand Realty LLC
inform
Owneration is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
D. System Information
1. Residential Flow Conditions:
Number of bedrooms(design): Number of bedrooms (actual):
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):
Description:
Number of current residents:
Does residence have a garbage grinder? ❑ Yes ❑ No
Does residence have a water treatment unit? ❑ Yes ❑ No
If yes, discharges to:
Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No
information in this report.)
Laundry system inspected? ❑ Yes ❑ No
Seasonaluse? ❑ Yes ❑ No
Water meter readings, if available (last 2 years usage (gpd)):
Detail:
Sump pump? ❑ Yes ❑ No
Last date of occupancy: Date
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
�' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
/ 153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
2. Commercial/Industrial Flow Conditions:
Type of Establishment: Office
Design flow(based on 310 CMR 15.203): 425
Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ❑ Yes ❑ No
Water treatment unit present? ❑ Yes ❑ No
If yes, discharges to:
Industrial waste holding tank present? ❑ Yes ❑ No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
Water meter readings, if available:
Last date of occupancy/use: currently occupied
Date
Other(describe oelow):
3. Pumping Records:
Source of information:
Was system pumoed as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gallons
How was quantity pumped determined?
Reason for pumping:
� t5insp.doc•rev..7
/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18
1
Commonwealth of Massachusetts
l'P Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
4. 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.
❑ Other(describe):
Approximate age of all components, date installed (if known) and source of information:
1986 per permit
Were sewage odors detected when arriving at the site? ❑ Yes ® No
5. Building Sewer(locate on site plan):
Depth below grade: 6+feet
Material of construction:
❑ cast iron ❑40 PVC ❑ other(explain):
Distance from private water supply well or suction line: feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18
L
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
�n
^ � 153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. CityTrown State Zip Code Date of Inspection
D. System Information (cont.)
6. Septic Tank(locate on site plan):
Depth below grade: 6+
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:
1000 H-20 per plan
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle
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
How were dimensions determined?
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tank was to deep for me to get acurate measurments. Tank appeared to be functioning properly at
time of inspection.
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18
7. 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
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
8. 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
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18
Commonwealth of Massachusetts
�d IF Title 5 Official Inspection Form
�° Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
r
Commonwealth of Massachusetts
�u it? Title 5 Official Inspection Form
III Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner
Millsand Realty LLC information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
8. Tight or Holding Tank (cont.)
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.):
`Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
9. 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.):
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18
Commonwealth of Massachusetts
�v it? Title 5 official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. CityTTown State Zip Code Date of Inspection
D. System Information (cont.)
10. 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.):
* If pumps or alarms are not in working order, system is a conditional pass.
11. Soil Absorption System (SAS) (locate on site plan, excavation not required).-
If SAS not located, explain why:
Type:
® leaching pits number: 1
❑ leaching chambers number:
❑ leaching galleries number:
❑ leaching trenches number, length:
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18
I
Commonwealth of Massachusetts
�m l Title 5 Official Inspection Form
I° Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
~ � 153 Lovells Ln
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Citylrown State Zip Code Date of Inspection
D. System Information (cont.)
11. Soil Absorption System (SAS) (cont.)
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
Pit was functioning properly at time of inspection. Cover was to grade with no clear signs of failure.
Pit was too deep to acurately view interior.
12. 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
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18
Commonwealth of Massachusetts
�m Title 5 official Inspection Form
I
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner
Millsand Realty LLC information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
13. 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.):
t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18
Commonwealth of Massachusetts
�v l Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^ � 153 Lovells Ln
v
Property Address
Owner Millsand Realty LLC
information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
14. 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
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18
Commonwealth of Massachusetts
�m Iip Title 5 official Inspection Form
I;
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
153 Lovells Ln
Property Address
Owner
Millsand Realty LLC information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
15. Site Exam:
® Check Slope
® Surface water
® Check cellar
® Shallow wells
Estimated depth to high ground water: see attached plan
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: attached
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:
design plan
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18
Commonwealth of Massachusetts
4 I Title 5 official Inspection Form
Subsurface Sewage Disposal System Form Not for Voluntary Assessments
v 153 Lovells Ln
Property Address
Millsand Realty LLC
Owner information is Owner's Name
required for Marstons Mills Ma 02648 4-15-21
every page. Citylrown State Zip Code Date of Inspection
E. Report Completeness Checklist
Complete all applicable sections of this form inclusive of:
® A. Inspector Information: Complete all fields in this section.
® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked
® C. Inspection Summary:
1, 2, 3, or 5 completed as appropriate
4 (Failure Criteria) and 6 (Checklist) completed
® D. System Information:
For 8: Tight/Holding Tank— Pumping contract attached
For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached
For 15: Explanation of estimated depth to high groundwater included
t5insp.doc•rev.7/26/2]18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18
Assessing As-Built Cards Page 1 of 2
ASS , 'S MAP NO. PARCEL 8-6_3 9a
LOCATION SEWAGE PERMIT N0.
VILLAGGE
elf_i /h
INSTA LLER'S NAME A ADDRESS
I! UILDE R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
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Assessing As-Built Cards Page 2 of
https://town.bamstable.ma.us/Departments/Assessing/Property_Values/HMdisplay.asp?ma... 4/16/2021
AsBuilt Page 1 of 1
S MAP' NO. PARC�L
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078023001
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78069001
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Map printed on: 5/10/2019 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit
adequate for legal boundary determination or representations of Assessor's tax parcels.They are
Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi
O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624
reflect current conditions,and may contain such as building locations.
Approx.Scale: 1 inch= 83 feet Q cartographic errors or omissions. gis@town.barnstable.ma.us
ASSESSORS MAP N0: e ~% ' 0 7 ... V'(0o.3� L �—
'' No.. ?. NR,�CEL f� 6 �' F _.....
e _._.
THE COMMONWE ijg0 'A►�I SSA—HL;SETT
I / s BOA HEALTH
`i .....OF........... . :
-S�M-V; 15-:s lo4 1;
___r_
'A . / "-Appliration for Bi-qpniittl Works ToltilrUrtiun permit Y� S �011io,
plication is hereby made for a Permit'to Construct ( ) or Repair ( } an Individual Sew ge �a
r System 8t: r l L _v �s L. ���1 ,j I
.............• . �.-- :...... .........--•.................
.1�.�
::.......... .. .......................... ......................
Ad s or Lot No. /t.
..............T 4,^/ ..
w ddress �.r
w � ------------------- -----------11 .......--- ...................
Installer Address / ) t�ff
dType of Building n Size Lot-`--___.- ./.( .......Sq. feet 1
U Dwelling—No. of Bedrooms._.. ...................Expansion Attic ( ) Garbage Grinder-
PL4 Other—Type of Building . :P No. of persons-----_-_-•--•-------------- Showers (� Cafeteria
L4Other fi tures.- ---•--•----------------------•-----------••---•-••------------------------•---------------••-------•--------------------•---•-•------•-..... _.
¢
Design Flow---- ��_� .2..e .:..-•-•--- gallons per person per day. Total daily flow................................... ._....gallon .
W -
WSeptic Tank—Liquid capacittjMb...gallons Length................ Width................ Diameter................ Depth___......I....._.
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_...................sq. ft.
Seepage Pit No.........I........... Diameter.......)_..... Depth below inlet......W......... Total leaching area._�.'�=..sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................- .....------..
`'1 .....minutes per inch Depth of Test Pit.....12.......... Depth to ground water_ ?! tF k L+
.4 Test Pit No. 1.___._
Test Pit No. 2-------7......minutes per inch Depth of Test Pit.....1.7........ Depth to ground water..... ...............
C4 :.... ..._.. -- ---- -
D 2 t I� '1 -- ..
Description of Soil s—,�-°� ►c1. k',Zl�Y> ------. ..... ...... ....:...
U ------•-------------••-•-•........
----••--•--••----•-••----
W ...................•.-----------••--------•••-••-•----•-•-•-------•---•-••-----....-•--•--•-•••--••----...•-•-----------•--•-----•----------•-••••.........._...•----•-•••-•--......_--•-----•---...---
VNature 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 TITLE 5 of the State Sanitary Code rhe unde gned further agrees not to place the system in
operation until a Certificate of Compliance has be i d by of health. J
Sin - ....
R D
Application Approved By....._._ - •.• - - C.:.' �.�...*...............•-^--••-•---- ----•---•-' ate
Application Disapproved for the following reasons:...........................................................•-••-----------------•---•--......••-------•-_._.._
..................................................................................................................................................................................-•.Date------.......
PermitNo.......... - � Issued........................................................
THE COMMONWEALTH OF MASSACHUSETTS =
BOARD §VF HEAIsT
1.. OF. . 6�
. ...
flrttifirate Id flumplittnrr 9 F
THIS iS TO CERTIFY, That t4e/1ndWdual Sewage Disposal System constructed or Repaired 4
f i'Iby..................................J ..0 _ Y
,,,���T --•-- ............ �-
at• ........_... ...`!Il.f�!7G.!�h0 •-•• ' Y(..!. 1,/.......... . .
"
has been installed in accordance with the provisions of TITLF of The State Sanitary Code a� desc'bed In the
application for Disposal Works Construction Permit No.:-. `� dated__. '
THE ISSUANCE OF THIS CERTIFICATE.SHALL NOT BE CONSTRUED AS A.GUARANTEE THAT THE
SYSTEM WILL .FUNCTION SATISFACTORY.
DATE..................................................--.. :..-•... --•------ Inspector.........................................................
..........................
AsBuilt Page 1 of 1
. D
A R'S MAP NO. PARCEL S `;a'��
LOCATION SEWAGE PERMIT NO.
-
-
VILLAGE
Clan
INSTALLER'S NAME i ADDRESS
B U I L D E R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
�f8
x
Sv o 61 ,
33
0
5'v vty
http://issq 2/intranet/propdaWprebuilt.aspx?mappar=078071004&seq=1 9/25/2013
MARSTONS MILLS,
120" (Typ.) J# 105 MA
1.5" Diam Hand Rail Geogrid Length (Typ.)
. . . . . . . . . .
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
15' : 0
I
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . .
4"x4"Wire Mesh Top/Bottom 1% NOTES:
.. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . PROP05- ED. . . . . . . . . . . . . . Love
28" RAI Ll N�-, It"L,
I .) WALL HEIGHTS > 3.G7WITH . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3,000 psi-%" Stone Elevated Walkway . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . .
SURCHARGE OF 100 PSff, USE TWO 4'
. . . .I. . . . : . . .. . . . . . . . . . .. . . . .. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOCUS
_21 100 . . . -PROP05ED-CURB STOP- . . . . . . . . . . . . . . . . . . . . . . . . . .
4211 .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
HEIGHT=5') AND
Min
#8 Rebar at 2/block . . . . . . . . . . . . . .. . . . . . .
SECTIONS Off GEOGRID (MAX
2.) WALL HEIGHTS > 4.3' WITH 3: 1RIVE Parkin -ING . . . . . . . . . . . . .
/_V
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
25" min. Wheel Stop each space DACKHOPE USE TWO 55ECTION5 Off . . . . . . .EZ
. . . . . . . . . . . . .
LU
'Ji Mlain St
GEOGRID (MAX HEIGHT=I . . . . . . z. . . . . . . . . . . .. . . . . . . I :
Redi-Block- Face/Owner
L_ 1, : * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0
MIA I AS SHOWN IN DETAIL (SEE PLAN VIEW
. . . . . . . . . . . . . . . . . . . . . . . .
E)5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
As halt P FOR LOCATIONS)
Parkin > X
LU
. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . ..
LU z
z
. .. . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . * . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Route 28
. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.... . . . . . . . . . . . . . . . :
. . . . . I . . . . . . . . . . . . . . . . . . . . . . . .. . .Tensar Uniaxial Geogrid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.. . . . . . . . . . .
with 5,000#tension or greater PROPOSED RETAINING WALL
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51TE LOCU5
VARIES
. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .
TO NOT TO SCALE
13.5' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'T
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX15TI.NG.Rff AINING.WALL . . . . . . . . . . . . . . .> . . . . . . . . . .
. . . . . . . . . . .I .. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Back fill in back of adjacent wall
85
0 5 10 15 20 25 30 35
PL 1 1 40 45 50
DISTANCE i
12`1
CR055-SECTION A-A'
ELEV 87 PLAN REF 328-2
DEED REF.- 16302-89
18" VERTICAL SCALE: I I
*INK- J ASSESSOR'S MAP.- 078-071
95% Compacted Structural Fill - 110RIZONTAL SCALE: I G
12" Y �f ZONING: VE-A
MA-DOT Speo for reference
Compacted in 8" lifts. SETBACKS.' 10 A - 301 20 J
4 9.7r Crushed Stone Leveling Pad FLOOD ZONE: 11C
(ASTM No. 57 or Equivalent)
MIRAFI SOIL FAB
RIC PANEL NUMBER- 250001 0015 C
DATED.- 0811911985
REDI-ROCK WALL
REINFORCED COMBINED LOT AREA • 98.43
GROSS-SECTION (TYP.J- 27417.3 SQ. F7. 9021/87.23
NOT TO SCALE 100.62 98.97 - 92,66 0,41
0.6 ACRES 99.03 LEGEND
NIF ELBRIDGE 99.33 42
90 87.77 86.51
98.91 17 90 4 LOT 1 86.34 EXISTING SPOT GRADE
98.62 9.IL� 24x5 PROPOSED SPOT GRADE
• ,,A5PI1ALT.T0'P COAT pa, -110 EXISTING CONTOUR
ASPHALT BINDER 5ASE C5Utlf 98, _24- PROPOSED CONTOUR
6 11 F 9 E 9
0 86.40 Existing Parking Spaces to
- - - - - - - - 98.86 .77 10 be re SOLID CATCH BASIN
placed as shown with
BASE GRAVEL OR RECLAIMED ASPHALT
X
the addition Of CUI^12 stops.
&98. , ,
M97. 4 13 9 . LEACHING CATCH BASIN
96.45 0
9&80 86.75
:.SUB BA-;-
86.54
98 98.58
9911
PROPOSED
9 98,69 ROCK MALL
9 .23 10 86,88
9829 0.69 86.6a 38.92
TRENCH SHALL BE BACKFILLED IN G" LIFTS WITH EACH LIFT COMPACTED TO 05% 33 9 89,00 8690
87.30
STANDARD PROCTOR. PAVEMENT SHALL BE PLACED ON GII OF T-BASE OR EQUAL 91. LOT 4 38.76 1�11i,,,!,61 (2) PROPOSED
ASIJL41- 078-071-003 R56 83,40 - 8735 RAILING
WITH THE BINDER 211 THICK t 1 11 FINISH (311 OF PAVEMENT TOTAL). 97.99 no- 98.33 1__�11/C�?J C��, 0 1 -39.25
1.12 8.07
95 98.,3s 0 A" • 87.36
PAVEMENT DETAIL CB .11 // bl 97. 3
lfllwl 81%.5'. cl'%,�,
98.82 9U. 98.81 IF G LOT 2 Proposed C,tch Basins
NOT TO SCALE "0" to connect to existing
98.23 @98.12 if"i 01.44 0,0,1(!, 9 leaching catch basin
9 �'elll 1 92,24 64 0 . 87.94
98.40 4
98.45 @98.50 86 97 7.05
0 966
98.65 8.87
-10 9 96,7
95.14 1 7 88.74 89.75
O9601
6.724"x24" Cast Iron Frame and Cover 94, 724"x24" Ca5t Iron Frame and Grate 24" Diam. Cast Iron fraitie and Cover Rim EL=94.7± 96,36 5,51, .81 4.72
99.20 96.1 - 9M - 90.0
Raised to Grade Bottom EL=90± 97.56 95.55; 4.60
I to Grade -&153 1 9
Use LeBaron LK I I CA or Equal ®91.39
L15e LeBaron LK 12 1 or Equal 94.70
_Z� F
Pitch --a-Pitch 98.88 �.r � 93.89
10
981139
12 12" 98,93 95.40 93.30
r 9P 91.84
98.57
Gu G" 19 94.00
7 7.L.,
0_0
\\.5,, Plain 1-\See Plan 98,41
93,92
G' Dameter HDPE 98, 6
G' Diameter HDI 98.72 @9816
(Typical)
(Typical) 7 7
at 0% Pitch 93,72
4.0' 7 7. M37.97 (&-4911.34
at 0% pitch
-4910.7 C)
98,19
9.53
2.0' 2.0'
LOT 2
J
A v` 99.10
Existing Leach Pit NIF RAD WAY P.- 08-0 71-004 1�)
GOO Gallon GOO Gallon - 97.47 96.31
Solid Catch 13a5in Sold Catch Basin
8.71 499.14
99.17 Survey 111"i by.*
98,88 Yankee Land Survey Co. Inc.
FLOW PROf I LE 98.62 40 Industry Rd.
Marstons Mills, &4 02648
02 98,51 Pb. (508) 428-0055 Fax. (508) 420-5553
NOT TO SCALE
(FND)
Prepared for:
Craig Larson
Larson Realty Co., 1 19 Route 149, Mar5tor15 Mills, MA 02r.48
102.0- RARM 51TE PLAN CULVER Proposed Retaining Wall
100.0, ............... ... ..... .... .... ....... ..................... ..... ........ ... . ..... ..... .......... SPINK 153 11 Lovel 1'5 Ln., Mar5ton5 Mills, MA
TOP PAvEMEJVT AGAINST WALL No. 3OM7
........ ...... . ... . .... CAL
1 20'
. ...........
95.0
WALL Frepareci by:
A
...... ...... ...... ............ ......
............. ...... .........
8A5 IVP Milli`MVAZM PAD
85.0 at5 B02M A=VAMN
84.5 C S N
0.0 10.0 20.0 30.0 40.0 50.0 G0.0 70.0 50.0 90.0 100.0 1 10.0 120.0 130.0 140.0 150.0 G.0-0 170.0 150.0 190.0
NOTE: THIS PLAN DOES NOT CERTIFY, GUARANVOR WARRANTY IN 4
COMPLIANCE WITH DEEDED OF,ZONING BYLAWS, FECIffICALLY, BUT Engineering
WALL D ETAI L NOT LIMITED TO, SIDELINE SETBACKS AND 151-JILDIG HEIGHT
RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OB-,NNING,5UCH A 0 20 40 GO
DETERMINATION FROM THE APPROPRIATE AUTHORTY, Me=" P.O. Box 2 0 Phone: (508) 299-3250
SCALE: 1 "=20' SCALE 1 "=20' Teaticket, 02536 Fax: (508) 548-5478
112" C:\CS%CL-Liberty Flace\CL-Liberty Place-SDS Plan.dwcj Date: 07/24/13 F5,71e. As Shown 15y: UP Check: IvITA Project No. CSN0327
OPO PP
11w,P,