HomeMy WebLinkAbout0047 HUCKLEBERRY LANE - Health 47 HUCKLEBERRY LANE
MARSTONS MILLS
\ A= 102 - 128
li i
/oa. J a8
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
Fr
47 Huckleberry Lane
Property Address 4 ;:
David &Debra Grady
Owner Owner's Name /
information is MarstonS Mills ✓ Ma 02648 10/8/2020
required for every page City/Town State Zip Code Date of Inspection
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:When A. Inspector Information $/ J�+���
filling out forms
on the computer,
use only the tab Sean M. Jones
key to move your Name of Inspector
cursor-do not _S.M.Jones Title V Septic Inspection
use the return Company Name
key.
74 Beldan Lane
Company Address
Centerville Ma 02632
Cityrrown State Zip Code
774-248-4850 smjonestide5@gmail.com, SI4522
sean@smjonestibe5.com 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 1 have determined
that the system:
1. ® Passes
2. ❑ Conditionally Passes
3. ❑ Needs Further Evaluation by the Local Approving Authority
4. El Fails
10/8/2020
Inspector's.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.7128/2018 T Form.AIe 5 Official Inspection Fo .Subsurface Sewage Disposal System•Page 1 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
r 47 Huckleberry Lane
Property Address
David & Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every Citytrown State Zip Code Date of Inspection
page.
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:
The property located at 47 Huckleberry Ln Marstons Mills is served by a Title V septic system
consisting of a 1500 gallon septic tank, distribution box and 2 31' leach trenches. Although the
system was found to be in proper working condition at the time of inspection this report does not
guarantee future performance under similar or increased usage.
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 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 ❑ ND(Explain below):
II
t5lnsp.doc-rev.712612018 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
47 Huckleberry Lane
Property Address
David & Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
page. City/Town
C. Inspection Summary (cont.)
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 IE3 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.7/2612018 TiUe 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 or 18
Commonwealth of Massachusetts
c�
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David&Debra Grady
Owner owner's(dame
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
CitylTown
page
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
El ® 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.7126=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18
c Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grad
Owner Owners Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
page. City/Town
C. Inspection Summary (cont.)
4) System Failure Criteria Applicable to All Systems:(coot.)
Yes No
El ® Static 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 Y2 day flow
El ® 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
El ® 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-
10,000gpd.
❑ ® 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.
5) Large Systems: To be considered a large system the system must serve a facility with a,
design flow of 10,000 gpd to 16,000 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
El ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection
Area—IWPA)or a mapped Zone 11 of a public water supply well
i5insp.doc•rev.V26=8 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18
c0 Commonwealth of Massachusetts
MENEM Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every CityJTown state Zip Code Date of Inspection
page.
C. Inspection Summary (cont.)
If you have answered"yes"to any question in Section C.5 the system is considered a significant
Section CA above the large n question in Sec a system has failed.The 9
threat, or answered yes to any q
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 NIA)
® ❑ facility Was the facili 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?
® El information
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.
®
in the field if an of the failure criteria related to Part C is at issue❑ Determined ( y
approximation of distance is unacceptable)[310 CMR 15.302(5)]
15insp.doc•rev.7126/2016 Title 5 officiai Inspection Forth:Subsurface Sewage Disposal System•Page 6 of 18
7
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David&Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspedion
page. City/Town
D. System Information
1. Residential Flow Conditions:
Number of bedrooms(design):
3 Number of bedrooms(actual): 2
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):
330 p�
Description:
2
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
Seasonal use? ❑ Yes ® No
Water meter readings, if available (last 2 years usage(gpd)):
Detail:
Sump pump? El
® No
current
Last date of occupancy: Date
Idle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18
t5ittsp.0oc•rev.7128/2018
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grad
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every City/Town State Zip Code Date of Inspection
page D. System Information (cont.)
2. CommerciaVlndustrial Flow Conditions:
Type of Establishment:
Design flow(based on 310 CMR 15.203): Gaiions 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: Date
Other(describe below):
3. Pumping Records:
Source of information:
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gaiions
How was quantity pumped determined?
Reason for pumping:
t5insp.doc•rev.7/2612018 Titie 5 official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18
Commonwealth of Massachusetts
Title 5 official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane _
Property Address
David &Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
page. Cityfrown
D. System Information (coat.)
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:
system installed 1998 per town records
Were sewage odors detected when arriving at the site? ❑ Yes ® No
5. Building Sewer(locate on site plan):
1
Depth below grade: feet
Material of construction:
❑cast iron ®40 PVC ❑other(explain):
i
Distance from private water supply well or suction line: feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Joints in good condition, no leakage,vented through roof.
t5insp.doc•rev:7126/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18
c Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grady
Owner Owner's Name 10/8/2020
information is Marstons a 02648
required Millss.for every Ciarston �� State Zip Code Date of Inspection
page.
D. System Information (cont.)
6. Septic Tank(locate on site plan):
.5
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
1500 gallons
Dimensions:
5" —
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle
3'
2"
Scum thickness
7"
Distance from top of scum to top of outlet tee or baffle
10"
Distance from bottom of scum to bottom of outlet tee or baffle
Opened covers and took
How were dimensions determined? measurements
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 does not need to be cleaned now but should be done soon and again every 2 years for proper
maintenance.Water level was even with outlet, tank was not leaking and was structurally sound.
Titte 5 official inspection Form:Subsurface Sewage Disposal System'Page 10 of 18
t5'ursp.doc•rev.712812018
r
Commonwealth of Massachusetts
.. Title 5 official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
4
47 Huckleberry Lane
Property Address
David &Debra Grad
Owner Owner's Name
information is Marstons Mills Ma _ 02648 10/8/2020
required for every Citylrown State Zip Code Date of Inspection
page.
D. System Information (cont.)
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.7126=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form Subsurface nts
urface Sewage Disposal System Form-Not for Voluntary Assessments
'
47 Huckleberry Lane
Property Address
David &Debra Grady
Owner Owners Name
information is Marstons Mills Ma 02648 10/8/2020
required for every CitylTown State Zip Code Date of Inspection
page.
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):
0"
Depth of liquid level above outlet invert —
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.):
Distribution box was video inspected and found level and in good condition with no rot. Water level
was even with outlet invert with no signs of past backup.
I
t5insp doe•rev.M26/2018 Tile 5 Official Inspection Forth:Subsurface Sewage Dsposai system•Page 12 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David&Debra Grad
Owner owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
page. Citylrown
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:
❑ leaching chambers number:
❑ leaching galleries number:
® leaching trenches number, length:
2 31'
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
[] innovative/alternative system
Type/name of technology:
t5insp.doc•rev.7/28/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
USubsurface Sewage Disposal System Form-Not for Voluntary Assessments
, 47 Huckleberry Lane
Property Address
David &Debra Grad
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every City/Town State Zip Code Date of Inspection
page.
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.):
s.a.s. consists of 2 31'x3'x2' leach trenches with d-box in middle. No signs of past overloading, no
lush vegetation, soil in surround area was dry with no past saturation.
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.7I2812018
Title 5 Official Inspection Form:Subsurface sewage Disposal System•Page 14 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every State Zip Code Date of Inspection
page City mown
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.):
t5irisp:doc rev.7/2812018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form Not for Voluntary Assessments
47 Huckleberry Lane —
Property Address
David &Debra Grad
owner Owner's Name
information is Marstons Mills Ma _ 02648 10/8/2020
required for every City/town State Zip Code Date of Inspection
page.
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
o c7
L
A
Qi dy
C 2 Wb
�3 Z$
�Y sa
Title 5 official Inspection Form:Subsurface Sewage Disposal System.Page 16 of 18
t5insp.doc•rev.7262018
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David &Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every CityRown State Zip Code Date of Inspection
page.
D. System Information (cont.)
15. Site Exam:
® Check Slope
❑ Surface water
❑ Check cellar
❑ Shallow wells
10'+
Estimated depth to high ground water. 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: 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:
location of system is elevated comapred to side and rear yard which slopes down considerably.
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5insp.doc•rev.726=18 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
47 Huckleberry Lane
Property Address
David & Debra Grady
Owner Owner's Name
information is Marstons Mills Ma 02648 10/8/2020
required for every page. Ci down 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:
r 5 completed as appropriate
1, 2, 3, o P PPriate P
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
t5irsp.aoc•rev.7I2812018 4
Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 18 of 18
a
�PyoFTHE To�o TOWN OF BARNSTABLE
OFFICE OF
HAUST BOARD OF HEALTH
NAM
a0 1639.0 MAX367 MAIN STREET
� k"
HYANNIS, MASS.02601
May 28, 1998
Edward L. Pesce, P.E.
P. 0. Box 321
Osterville, MA 02655
RE: 47 Huckleberry Lane, Marstons Mills A=102-128
Dear Mr. Pesce:
You are granted multiple variances, on behalf of your clients, Lawrence and Joanne
Morash, to replace a septic system at 47 Huckleberry Lane, Marstons Mills,
Massachusetts.
The variances granted are as follows:
310 CMR 15.221 (7):To cover the leaching trenches with forty-six(46) inches of soil
in lieu of the maximum allowable amount of soil cover(thirty-six
inches) regulated by the State Environmental Code Title V.
310 CMR 15.211: To install leaching trenches zero feet away from the property line in
lieu of the required ten feet separation distance required.
Part VII, Section 10.00: To install leaching trench only 38 feet'away from the edge
of wetlands in lieu of the required 100 feet separation
distance.
These variances are granted with the following condition:
The designing engineer shall install stakes along the southerly property line prior to the
installation of the proposed septic system.
These variances are granted because the existing cesspool "failed". This cesspool is
located approximately only 20 feet away from the wetlands.
pesce3
It is the opinion of the Board that the proposed replacement system, which meets all the
other provisions of the State Environmental Code, Title V, will alleviate a source of
pollution to the groundwater in that area.
Sincerely yours,
Susan G. Rask, R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
k
I
pesce3
PESCE ENGINEERING AND ASSOCIATES
P,O. Box 321
Osterville, MA 02655
Voice/FAX 508-428-3730
May 10, 1998
TO: The Abutters of 47 Huckleberry Lane, Marstons Mills
SUBJECT: Notification of an Upcoming Barnstable Board of Health Public
Hearing for a Proposed Septic System Repair
TO WHOM IT MAY CONCERN,
In accordance with State-Law; 310 CMR 15.00, M.G.L., Title 5, and the Town of
Barnstable Board of Health Regulations, as an abutter of a proposed project, you are
hereby notified of a public hearing with the Barnstable Board of Health.
APPLICANTS: Lawrence & Joanne Morash
ADDRESS: 30 Chestnut St., Hyannis, MA 02601
PROJECT LOCATION: a. 47 Huckleberry Lane
b. Assessor's Map#102, Lot#128
PROJECT DESCRIPTION: This request is for the repair & replacement of an
existing failed septic system with a new Title 5 type septic system.
APPLICANTS'AGENT: Edward L. Pesce, P.E., Pesce Engineering and
Associates, P.O. Box 321, Osterville, MA
NEW PUBLIC HEARING DATE: Tuesday Evening, ,May 26, 1998,
7:00 PM Town Hall, Hyannis, Hearing Room - 2nd Floor
Plans for this project and describing the proposed activity are on file with the Board
of Health (508-790-6265).
Sincerely,
Edward L. Pesce, P.E.
PESCE ENGINEERING AND ASSOCIATES
P.O. Box 321
Osterville, MA 02655
Phone/Fax 508-428-3730
August 1, 2001
Mr. Glen E. Harrington, R.S.
Town of Barnstable
Board of Health
367 Main Street
Hyannis, MA 02601
Subject: As-Built Inspection for Septic System Upgrade/Repair at 47 Huckleberry 1
Lane, Marstons Mills, Septic System Installation Permit# 98-411
Dear Glen,
I am writing to confirm for the record, that I conducted a pre-backfill construction
inspection of the new septic system installed at 47 Huckleberry Lane, Marstons Mills in
July of 1998. 1 conducted an inspection of the initial excavation on July 3, 1998, and a
final inspection on July eh. The septic system was installed properly, and in
accordance with the approved design plans, dated April 30, 1998. Additionally, the
installer, Bortolotti construction, informed me that Mr. Jerry Dunning of the Board of
Health also conducted a final inspection prior to backfill.
Thank you for your help on this project, and as always, please call if you have
any questions.
Sincerely,
Edward L. Pesce, P.E.
VICTOR G. PESEK
Consulting Engineeks
41 1'BOSTON POST ROAD
WESTON. MASS.02193
~TEL.894-6871
1 ESTABLISHED IN 1960
Mr. and Mrs. Lawrence J. _-Morash
47 Huckleberry Road:
Marstons Mills 02648
November 12 , 1996
Re: 47 Huckleberry Road - Lot 114
Dear Mr. and Mrs. Morash:
The above site was visited on May 17, 1996 and again on
October 5, 1995 and November 9,- 1996. The purpose of the
visit was to evaluate the site from a conservation point
of view and to assist you with your concern with the
rising water on your property.
Your house_ is a, wood structure', two 'bedroom residence
with-�!1 full. . size,- --basement.- The residence was constructed
approximately in 1970.
The residence is connected to -the Town of Barnstable water
system. The subsurface sanitary,-system serving your resi-
dence consists of a cesspool; ,;;m.constructed behind. your
residence approximately ten feet from adjacent Lot 113 .
Comparing the observed condition during the. writers May 17,
1996 and October 5, 1996 visit, the water behind your re-
sidence rose approximately more than eighteen (18) inches.
The shortest distance of observed water to your residence
was measured to be approximately 23 feet.
Your Lot 114 encompasses an area of 102 . 00 foot (frontage)
and 100. 00 foot depth.
On the further end of adjacent Lot 115, which is located
northerly from your lot is a drain easement designated by
Barnstable County, approximately fifteen (15) feet wide and
one hundred (100) feet long, described in Book 3251, page
276 and Book 3250, page 325.
Observing the drain easement from Huckleberry Road, the
area was covered in May with lush vegetation, climbing vine,
bushes and an abundance of poison ivy, oak and other trees.
It is obvious .that 110t1 Horizon is dominated by a layer domi-
nated by a high percentage of impervious organic matter, con-
sisting of leaves, pine needles and twigs on top of a dark
layer of decomposed humus.
I
2 -
The reason why the ground water is encroaching on your lot
and your residence is that the drainage easement is not
performing as it should.
The vegetation on your and adjacent lot 115 is being de-
stroyed by standing water. It appears that you have
also lost some trees and are in the process. of losing more
- the roots are being affected by the water. The trees you
have lost, you have told me, were prospering in the area
before the infusion of water.
I have not noticed any signs of maintenance of the drainage
easement; if the drainage easement was disposing of the
surface storm and rainwater as intended, water would not
be accumulating and rising as observed.
Your property is well maintained and cared for, but the real
causes to your problem are out of your hands, nevertheless
you should call the authorities having jurisdiction— The
existing conditions may affect you in the future in an ad-
verse manner.
We are concerned with the rising ground water because of the
following:
1. Standing water - or "new wetland" - was measured to be
approximately 32 feet from your existing cesspool.
State Sanitary Code, Title 5 requires a distance of 100 feet.
2 . State Sanitary Code, Title 5 requires the bottom of a sani-
tary system to be 5 feet above the maximum ground water.
Although no exact data is available, in my opinion, because
of rising water, the observed ground water condition violates
The State Environmental Code, Title 5; 310 CMR, par. 15. 212
Depth to Ground Water.
3 . Wetland and swampy areas create ideal conditions for mosquito
breading - which was demonstrated to you and your family this
spring and in the summer. In case of an epidemic as experi-
enced earlier this year in adjacent states, the costs to elim-
inate and control public health hazards caused by ground water
conditions may be greater than to remedy the drainage problem.
4 . Decrease in the value of your property. In discussions with
you, I was told that your and other children in your area
have been playing in the past in the rear of your lot 114 ,
before the occurrence of ground water, in an area one hundred
feet from the Huckleberry Road, which is now under more that
two (2) feet of water.
6
3 -
It is a pleasure of. serve you, but the remedy to your prob-
lems with rising ground water is out of yours and this
office's control. We recommend that you solicit the assistance
of the Town officials having jurisdiction.
Very truly yours,
Victor G. Pesek
VGP/dg
cc: Mr. Thomas McKean, Director- Town of Hyannis Board of Health
Mr. Robert Gatewood/Eric Strauss - Town of Hyannis Conservation
Commission
Mr. Thomas Mullen/Kevin O'Neil - Town of Hyannis DPW
i
II
/ • 1
1 7
SINE ' r , DATE: J �7���
FEE: 60
RARNBrABLE,
At �,•�' Town of Barnstable REC• Y�
Board of Heald -'
367 Main Street, �A
Hyannis MA 0260 y 6 1998
y t
"N OF F UNSTABLE
Office: 508-790-6265 ?a WEPT.Susan C}�R R.S.
FAX: 508-790-6304 Sumne>Kan,M.S.P.H.
Rdfpi A.Murphy,M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address: 47 Huckleberry Lane, Marstons Mills, MA
Assessor's Map and Parcel Number: #10 2 Size of Lot: #1 28
Wetlands Within 300 Ft. Yes X_ Subdivision Name: Sand Shore (Oct. 57 )
No
Business Name: N/A
APPLICANT CONTACT,PERSON
Name: T,awrpnrp F. jnanna Mnrach Name: Edward L. Pesce, P.E.
Address:50 Chestnut St. , Hyannis, MA Address: P.O. Box 321 , Osterville,MA
Phone: 778-9644 Phone: 428-3730
FAX: N/A FAX: same
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
310CMR15 .221 (7 )-- >36" cover All variances are requested to cl—
over leacing Trenches low for the repair of ,and existing_
310CMR15 .211 — ' <10 ' from Prop, failed cesspool type septic system.
line, <20 from fnundation to
leachinr�.
Town of Barn. - < 100 from
WeU nds for Sep i _ Tank K
L
ec is (to be completed by ofce staff-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variances only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside
dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.
Q:/WP/VARIREQ
9/28/2020 ShowAsbuilt(1700X2800)
TOWN OFBARNSTABLE p
LOCATION y7 Ntsck/e6��v/n. SEWAGE M
VILLAGE �'ryrSz, iJ4 /f1i/`t ASSFSSOR'S MAP&LOT
INSTALLER'S NAME&PHONE NO. Ay'� �Io/ `-G-ifjz— 7
SEPTIC TANK CAPACITY Ircy e L
LEACHING FACILITY:(type).2 Gene Y}..w{r5 (size).7',tt 71 .A.2'0'404
NO.OF BEDROOMS
BUILDER O S
PERMITDATE: COMPLIANCE DAME
Scparation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of leaching Facility Sf Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of Teaching facility) fJ Feet
Edge of Wetland and leaching Facility(Bany wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
iEYJ
l Sidi
n
O e,• u`
fb
at
I
https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=102128&sq=1 1/1
TOWN OF BARNSTABLE
LOCATION �G�,fC-/e/-�'i" )2y SEWAGE # �✓�'—���
VILLAGE ��1�0� r�� /��� ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. 1'7
SEPTIC TANK CAPACITY IS-00 GoL
LEACHING FACILITY: (type)02 4eaa4 Y-PriivirS (size) T'A T/ '.A. 'f*c/
NO.OF BEDROOMS .3
BUILDER 0 R I*PaC
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility sf Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) -=— Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
b' 391`
a� 4b yB
9 i S-6
/t —�- Fee
No. V
THE C?n"NWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
2pplication for 3tgpogat *pgtem Couttruction 3dertmt
Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) ❑Complete System �1 Individual Components
Location Address or Lot No. q 7 d e ewl Z-#j Owner's Name,Ad ress and Tel.No.
�I'S� S
Assessor'sMap/Parcel � ` „`"'le6k
/LI�LS e�
Installe 's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
,� C9...16r ice �,�_
- 71` :
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(1�
Other Type of Building �Iew�e No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank le"W1 e X stele Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: DESIGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERnFY IN WRITING
Agreement: THE SYSTEM WAS DWALLED IN. STRICT
The undersigned agrees to ensure the construction and maintenance of th6999PRM 1T4 wage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by is B of ealth.
Signed Date
Application Approved by Date Z 9
Application Disapproved for the following reasons
Permit No. Date Issued
-
=, t �/iQ/�FT� _No. Fee U VA /
THE CO ' MONWEALTH OF MASSACHUSETTS Entered in computer: ���•••///
rt PUBLIC HEALTH DIV N - TOWN OF BARNS�TABLEs MASSACHUSETTS,, Yes
I I ,,
ZIpprication for Digogal *pgtem Cowaruction Vermit
Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) ❑Complete System 0 Individual Components
Location Address or Lot No. 'J 7 #Vale 4efl�/ /,#, Owner's Name,Address and Tel.No.
Assessor'sMap/Parcel /4//5
Installer's Name,Address,and Tel.No. / /% 6r Designer's Name,Address and Tel.No.
-7 71 -�3
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder(1110
Other 1 Type of Building C No.-of Persons Showers( ) Cafeteria(
Other Fixtures
Design Flow /f7 gallons per day. Calculated daily flow , s� 3d gallons.
'Plan Date.- j Number of sheets Revision Date
E- Title--t '
Sizepf-Septic Tank / g/�/ FXis�`id� Type of S.A.S. .
Description of,Soil'
Nature of Repairs or Alterations(Answer when applicable) t%Tle , 71--
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 Certifi-
cate of Compliance has been issued by is B ar of ealth. It
Signed Date ldlol�
Application Approved by _ Date 7 Z 17 .
Application Disapproved for the following reasons ,
Permit No. Date Issued 7— Z 'S do,
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired(✓Upgraded( )
Abandoned( )by ,
at a efv /�D D� �t'i%`S has been constructed in accordance
with the provisions of Title 5 and the f•r Disposal System Construction Permit No.4�- `f�( dated 7-2
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the sys em will function as designed.
Date ! c7 Inspector
A
No. /��_[�//� ---_ -------------------Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION — BARNSTABLE} MASSACHUSETTS
MigPogal *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair('Upgrade( )Abandon( )
System located at % /i l' F G,�r✓�/ L I9
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. QQ
Date: -7 ` °l Approved by
11
I
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i
CATCH
LOT 115 BASIN sue® HUCKLE
LOT
104 \ \ i/ LAKE BERRY
S87 00 00" BENCHM4RK SIDE LANE
100. 00' E ) \ I EL=100.Q (ASSUME � .DRIVE
I i I I CORNER OF CONCR TE
y _ ��1 HEADER. SHUBAEL
DRAINAGE Imo. ro� / / I I / � � POND
CATCHMENT �kl� / g� I I / O _(A
4 AREA R ��
J �+ � LOCUS
LOT (STANDING WA TER) j LO 09 I o`� Nv 1 a
105 ,,If, 011, TOP OF / 100
FOUNDATION 0 I P
EL= 100.5" ti Iw � f
DECK STONE I �t L O C US
/ � 9 10.3' DUST GI'J ASPI ALT
DRIVEI I APRON ['�� ZH OF MASs ��N OF
pp n2 96 - -_-_-_-_ UL
--- I I o EDWARD 1. m -4 PAL
OASSES -- -_-.-_-_-_- ----- - C� o CIVIIL ti �A 1TH i1. CA
_ _ _ 0 (do.32001
E EA- 10200 SQ. FZq — — HSE._- `�Py 1p1 / I I l RES. ZONE.' "RF"" q 9c� Rio �Q � CIO.320�
G i — #47_— 01STE�` b F
E / - 4.0"- - - -- -0')
QFi w C7 I FLOOD ZONE.' ""C"" GISTEA �
EXISTING AL hAt t�
96 - - - - - D q10 12" TWIN p GOUNDWATER PROTECTION
CESSPOOL - - - - - E OAK Q) G I O VERLAY DISTRICT "GP"
_ — (TO BE PUMPED O - - - - - - C p I I
FILLED WITH _ 99 - - - - - - K WATER LINE ASSESSORS MAP 1021108
O _ - - - - W ESQSTING W I W PLAN REF. 13B/25 PROJEC T L OCA TION
- -.20.2' - - TP 7�
�
- - - 0 1°'� �,- METER LEGEND
I �\ 4 /ry HUCIILERER Y LAND'
/ 101 _ - Al d iJ TOl V iJ1 MILLS G _ GI W WATERLINE 1 Vl� \
_ O riEh, UTILITY
— — — 02 G/ UTIlHE41J 'POLE G GASLINE
31 I LrTy rvrRE APPLICANT'
_ �_ _ 1p G — UTILITY POLE
LOT o o - - 104 �� o o I\G�1S 7O LA WRENCE' & JOA.NNE MORASH
106 S8700 00'E F E N �E\ 100. 00' \ I ��l 8 ® TEST PIT
OC 7, �
LOT 113 \\ \ � �
s �., �� \ PESCE ENGINEERING & A SSOCIA TES
P. O. BOX J2I
GRAPHIC SCALE OS TERVILLE, MA. 02655
�'' 19�a �
20 0 10 20 40 6`l MAY PH. (508)428—3730
FIELD SURVEY BY SCALE. I " = 20 ' EDA TE. 4 13 019,3
( IN FEET )
I inch = ET ft. '� �3 ,%' YANKEE SURVEY CONSULTANTS REV. REV.•
- — UNIT 1, 40 INDUSTRY ROAD
P. 0. BOX 265
- � ABUTTERS WITHIN 100 FEET ARE ON TO RN WA � MARSTONS MILLS, MASS. 02648 �oB NO. 51548A� [SHEET 1 of ,2
NO ALL AB sTTE' ALL AB TEL., 428-0055 FAX 420-5553
EL. = 102.5' o
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. V.C. 2"LAYER OF
MIN. PITCH 1/8 PER FT. t 1/8"-1/2
EL. 14.5' CONCRETE CO VER WASHED STONE
EL. =102'
INVERT
4" CAST IRON PIPE EL.=_98 9 INVERT f
PITCHOR 1/4 MINIMUM
FT.M CLEAN SAND 9"
EL.='_9_8.2
FLOW LINE MIN.
d
10 �-2.0'-�
INVERT MIN. 14 EVEL 00 00 00 00 00 0 ° ° o os o o 0 o
EL.=99_5__ INVERT GAS INVERT�6 SUMP o 0 0 0
EL.= 99_2__ BAFFLE EL.= B8_5 0 0 o .24 0 0 3/4 " TO 1-112"o ° o o °0 0
-- INVERT , 0 0 0 0 0 0 WASHED STONE o 0 0 0 moo, — 96.2'
(TO BE PLACED TE FIRM BASE) .10 3' X 31 ' LEACH TRENCH MECHANICALLY COMPACTED OR 6"" OF STONE DISTRIBUTION ,
1
BOX l/H-10/) ABSORPTION
��OO GAL. TO BE WA ER TESTED { �J /�Y
SEPTIC TANK IF MORE THAN ONE OUTLET COIL 1 L J R CORPTI01
PLACE ON 6" STONE
"H--10 " SYS'TEVI (SA.,5)
PROFILE OF NO OBSERVED WATER TABLE (3131198)
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV. =-90.6' _
NOT TO SCALE OBSERVATION HOLE I ELEV.=- 101.6
PERCOLATION RATE ASSUMED AT <5 MINI INCH
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
EL= 100.3 0-16" A LS NIA DATE OF SOIL TEST 3131198
EL= 98.6 16-36" B LS IOYR 5/8 WITNESSED BY: JERRY DUNNING
GENERAL NO TES 36"-132" C MED. SAND 10YR 6/6 SOIL TEST DONE BY ED WARD PESCE, PE
W/10-20 9
GRAA VEL
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EL= 90.6
TITLE 5 AND THE TOWN OF __ B_A_R_NSTA_B_LE___ RULES AND NO GROUND WATER ENCOUNTERED
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO RESIGN� CA L C UL19 TIOl ITS.
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN. 12"
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF NUMBER OF BEDROOMS . 3
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN GARBAGE DISPOSAL . . . . . . . . . NO
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE t TOTAL ESTIMATED FLOW
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. _110 _GAL./BR./DA Y x _ 3 _ BR.) 330 GAL/DA Y
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ��µ.OfaBs —
BE MORTERED IN PLACE. �`�P '�' USE NEW 1500 GAL SEPTIC TANK 1500 GAL
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH o EDVMRDL sT
PESCE
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO o CIVIC .�
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �0'��
INSTALL.' 2- 3 BY 31 LEACHING TRENCHES.
6) UTILITIES SHO WN ARE APPROXIMA TE ONL Y, EXCA VA TION CONTRACTOR 9 gFej tE `�¢
. °�Fss! s �� SOIL CLASSIFICATION . 1
IS TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . . 74 GALIDA Y/S.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS TOTAL LEACHING CAPACITY 333 GAL/DA Y
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8) PARCEL IS IN FLOOD ZONE—__'B" SIDEWALL: (31' f 2) X 2' X (2 SIDES) X (2 TRENCHES)( 74)=195 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _102 AS PARCEL —128__. BOTTOM. (31 ' X 3)(2 TRENCHES) (. 74)=138 GAL/DAY
10) THIS DESIGN REQUIRES APPRO VAL OF VARIANCES BY THE B. 0.H.
f' SHEET 2 OF 2 JOB NUMBER— 51548A______