HomeMy WebLinkAbout0169 CARRIAGE ROAD - Health 169 Carriage Road
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Osterville
7 ; - �-
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
4 M 01 169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is Osteryille. MA 02655. December 2, 2010
required for
every page. City/Town State Zip Code. Date of Inspection
.A
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. General Information
When filling out _ l
forms on the I•- I /►� UU
computer,use 1. Inspector:
only the tab key -to move your Patr"Ick M. O'Connell
cursor-do not Name of Inspector
use the return
key. Septic Inspection Services Co. _
Company Name
189 Cammett Road
Company Address
Marstons Mills MA 02648
City/Town , State Zip Code
508.428.1779 SI 12855 _
Telephone Number- License Number
B. Certification
I 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 on 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(310 CMR 15.000). The system:
® Passes ❑ Conditionally Passes ❑ Fails
[['t Needs Further Evaluation by the Local Approving Authority
December 2, 2010 Job# 10-289
1 spector'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 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.
` v
t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Di sat System•Page 1 o 17
Commonwealth of Massachusetts
- Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
w 169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is Osterville MA 02655 December 2, 2010
required for —
every 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:
Tank is not in need of pumping at this time leaching chambers were empty with no sidewall stains.
B System Conditional) Passes:
Y Y
on com stem❑ n
One or more as described in the Conditional Pass"section need to be
s components Y P
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.cpmplying 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):
15ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 2 of 17
I ,
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
w 169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
-
every page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
B) System Conditionally Passes (cont.):
❑ 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
15ins 09108 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
169 Carraige Road
Property Address
Jean &Gerry McLellan --
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
-
every page. City/Town 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'Zcne 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 coliforrn
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
❑ ® 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
❑ ® Static liquid level in the distribution box above outlet invert due to an overloadled
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than day flow
l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17
Commonwealth of Massachusetts
4 Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
every page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
Yes No
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 watersupply 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 analysts
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 II of a public water supply well
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•09/08 Title 5 Official Inspection Form:Subsurface sewage Disposal system•Page 5 of 17
f
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
w 169 Carraige Road _
Property Address
Jean &Gerry McLellan _
Owner Owner's Name
information is Osterville MA 02655 December 2, 2010
required for _
every page. Cityrrown 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 b the owner, occupant, or Board of Health
P 9 p Y P
❑ ® 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
® El 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)]
D. System Information
Residential Flow Conditions:
Number of bedrooms (design): 4 Number of bedrooms (actual): 4 —
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 _
t5ins•09/08 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
169 Carraige Road
Property Address
Jean &Gerry McLellan _
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
-
every page. Cityfrown State Zip Code Date of Inspection
D. System Information
Description:
2
Number of current residents:
Does residence have a garbage grinder? ❑ Yes ® No
Is laundry on a separate sewage system?(if yes separate inspection required) ❑ Yes ® No
Laundry system inspected? ❑ Yes ❑ No
Seasonal use? ® Yes ❑ 'No
Water meter readings, if available (last 2 years usage (gpd)):
Detail:
Sump pump? ❑ Yes ® No
Last date of occupancy: Currently
y Occupied
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? ❑ Yes ❑ No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
Water meter readings, if available:
15ins•09/08 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 169 Carraige Road _
Property Address
Jean &Gerry McLellan _
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
every 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: Unknown —
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.
❑ Other(describe):
4
15ins•09/08 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
169 Carraige Road _
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2 2010
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:
Compliance date: 6/7/00
Were sewage odors detected when arriving at the site? ❑ Yes ® No
Building Sewer(locate on site plan):
_
Depth below grade: 2'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.):
Septic Tank(locate on site plan):
_
Depth below grade: 14"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: 10.5' long x 5.8'wide- 1500 gal.
4 —
Sludge depth: —
l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 cf 17
I .
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean &Gerry McLellan _
Owner Owner's Name
information is Osterville MA 02655 December 2, 2010
required for —
every page. Citylfown 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 28" —
Scum thickness 3" —
Distance from top of scum to top of outlet tee or baffle 6 —
Distance from bottom of scum to bottom of outlet tee or baffle
How were dimensions determined? Measured
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 is not in need of pumping at this time, liquid level was found at bottom of outlet invert and tee:
were intact and clear.
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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17
II
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
w„ 169 Carraige Road _
Property Address
Jean &Gerry McLellan _
Owner Owner's Name
information is Osterville MA 02655 December 2, 2010
required for —
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integriti,
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.):
Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17
I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean & Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
every page. Cityrrown 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.):
No solids or high stains present liquid level was at bottom of all outlet pipes.
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.):
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Type:
❑ leaching pits number:
® leaching chambers number: Four 500 gal
drywells.
El 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.):
Chambers were found empty at time of inspection with no sidewall stains.
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
!Sins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17
I
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owners Name
information is Osterville
required for MA 02655 December 2, 2010
every page. City/Town 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•09/08 Title 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
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owners Name
information is Osterville
required for MA 02655 December 2, 2010
every page. city/rown State Zip Code Date of Inspection
D. System Information (coat.)
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
61,91 ,
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/ / / J / / / I J I I / / / / / J / /
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Co. � mmonwealth of Massachusetts
Title 5 Official Inspection ection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owners Name
information is
required for Ostervllle MA 02655 December 2, 2010
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
® Check Slope
® Surface water
Check cellar
® Shallow wells
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:
USGS topo map and town GIS.
You must describe how you established the high ground water elevation:
Town groundwater contour map shows water below el. 5 and topo map shows property at el 20
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
!Sins•09/08 Title 5 Official Inspection Form: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
169 Carraige Road
Property Address
Jean &Gerry McLellan
Owner Owner's Name
information is required for Osterville MA 02655 December 2, 2010
every page. City/rown 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
l5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17
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Edge of Wetland and Leaching Facility(If any wetlands exist within
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Separation Distance Between the:
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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.
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'ND10.OF BEDROOMS
`
:HUII.DER OR OWNER Iiew1 / tiCa�J4nJ
PERMITDATE: COMPLIANCE DATE: 4 7_Z49kW
v
Separation Distance Between the:
3 aximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
n 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
1. R
t
A -3 3: 4
No. �l/�� = v, FEE
Board of Health, ZptwS i t*"6-Si MA.
APPLICATION FOP DISPOSAL SYSTEM STEM CONSTRUCTION PERMIT
Application for a Permit to Construct(4 Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components
Location wner's Name C..L 3 -I
Map/Parcel# SLS es 14VP 1 L o Address 0 ' t,�'D
Lot# 1` --� Telephone#
Installer's Name t r- Designer's Name Y/1 t'sV,-Cr, SU?-V
Address Address qo s
Telephone# Telephone# 509w 2 -dJ®
Type of Building W G CdIC, - Ce CT Lot Size Iq -7 S5- sq.ft.
Dwelling-No.of Bedrooms Garbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) A A d gpd Calculated design flow q(D�i Design flow provided gpd
Plan: Date—7 Z(ca 19 9 Number of sheets Revision Date �►�
Title 517 f, X lt`b 5 eW A G 9'. 84-Y-8,tIJ
Description ofSoil(s) 6-9" Mc-D 5j\ND , 11_4Z`° Md Q 5AWS), d42" f zo`t 1'y b -5AN
Soil Evaluator Form No. Name of Soil Evaluator�1 Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS UE IGI`W I`VC�'� 3ST SUPERVISE
MS.—IAMAMON
7H-:.- nYF-',TFM WAS INSTALLED IN STRICT
ACCORDANCE TO PLAN. /.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to t to in n until a Certificate of Complian a been issued by the Board of Health.7
Sie,ned Da
Inspections
No. "'0 5, COMMONWEALTH
- T �" FEE&�`
TTS
Board of Health, T AT.o5 MA.
CERTIFICATE Of COMP ENGINEER MUST SUPERVISE
Description of Work: ❑Individual Component(s) *Complete System INSTALLATION AND CERTIFY IN WRITING
TV SYS BIAS I"'STALLED IN STRICT
The undersigned hereby certify that the S wage Disposal System; Constructed (fit),RepagsEkl M E rladedl( ),Abandoned ( )
by: ,,�a� 22241e z1i��sr-
has been installe accord with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. dated Approved Design Flo (gpd)
Installer O 47
Designer: Inspector: Q te:
The issuance of this permit shall not be construed as a guarantee that the sys function as designed.
No. P 0-1-4W FEE
'l..OMMONWEALT14 OF MASSAL-,HUSETTS
Board of Health, "I'j AW 51 A�, L`!�, MA.
DISPOSAL SYSTEM C®NSTRUCD WP-ER' ER MUST SUPOMSE
INSTALLATI� AND CERTIFY IN WRITING
Permission is hereby granted to; Construct()< Repair( ) Upgrade( )T AM �) an-d a-&AllsEi0a &Tpbsal system
A CORDA Ck- J PLAN.
7 �I�2iZi�G� iZE J - 131� P�1 A�f-� as described in the application for at-OAl2# t1 L-CT 1�-
Disposal.System Construction Permit No. dated
Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met.
Form 1111 1ev.1111 A.M.Sulkin Co.Boston,MA Date Board of Health
TOWN OF BARNSTABLE
I LOCATION 6 q CAA./L?,Q lr-= /L-0 SEWAGE #
VILLAGE O `t"s1ren, 14-44 By ASSESSOR'S MAP & LOT 7% L•+1I/'
INSTALLER'S NAME&PHONE NO. 1004;f l d rl;
7� -0 �-
00
SEPTIC TANK CAPACITY I y
LEACHING FACILITY: (type) (size) X .1 !s �•
NO. OF BEDROOMS �►
BUILDER OR OWNER 1 j L 490006i
PERMITDATE: COMPLIANCE DATE: ,20ov
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility . 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
LV
G �
7—
FEE
COMMONWEALTH OF MASSACHUSETTS
(I Board of Health, ZA?-(0ST�a�Lmot/
APPLICATION FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( Repair( Upgrade( Abandon,(') - ❑Complete System ❑Individual Components
Location ` J l wner's Name
Map/Parcel# Q 5L5'S0CZS MAf° 71 1..01 Address 1d
Lot#, /�l ^-� Telephone#
Installer's Name Designer's Name `�/�N��C.t: SU fZV
P �
Address Address
Telephone# Telephone# 50t?_,,,,1/ Z, -c0®S-s
Type of Building I G 1, - \ 7 W 64-1-1 fJ G Lot Size -7 ?5 sq.ft.
Dwelling-No.of Bedrooms y Garbage grinder
Other-Type of Building - No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) q 0 /gpd Calculated design flow A G� Design flow provided l� gpd
Plari: Date�!Z(<a!Q 01 ,Number of sheets - Revision Date NT'{
Title; S 1-T i A N 47 5�•'-W A`�C`. t��!�1�
Description of Soil(s) 6'8 M<-J.5t\n,t7 ,A" 4 Z" Mt 9 SWND, t{Z t Zo'' MO w
Soil Evaluator Form No. Name of Soil Evaluator�A f Date of Evaluation 1 „
SU1.c�lV1aN �NG1t.���(ztNV.
DESCRIPTION OF REPAIRS OR ALTERATIONS x
is
The undersigned agrees to install the above described Individual SewageDisposal System in accordance with the provisions of TITLE 5 and
further agrees to t to a the'9nstem mopLeration until:a Certificate of Complian�been,issued by the Board of Health.
�-
Si ned ✓ a DaNA
211,417 A?
Inspections
r. 1
Nb. r' FEE
COMMONWEALTH OF MASSAC14USETTS
Board of Health, �JA�1c�S �`C��-� MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) ,Complete System
The undersigned hereby certify that the SSwage Disposal System; Constructed (X),Repaired ( ),Upgraded ( ),Abandoned ( )
by:
at /h4,e-" 71 107- AD - -)P( JN5'TP',9sL ..
has been installe accordda with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. tJ dated Approved Design Flow (gpd) t
Installer `
Designer: Inspector: Date:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. W FEE
COMMONWEALTH OF MASSACHUSETTS
Board of Health, _ �R iy 431,�. , MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at /nAtO-11 L-101 1�-:7 as described in the application for
Disposal System Construction Permit No. dated
Provided: Construction shall be completed within three e-drsof the date\of this permit. All local conditions.must be met.
Form 1111 Rev.1111 A.M.wlin Co.Boston,MA _ Date Board of Health
I U%1II ul bill IISUI
Department of Health,Safety,and Environmental Services
oy iw
Public Health Division Date
� • 367 Mein Street Flyennis MA 02601
.00
I w MMAI t< I "! AOA 100
Date Scheduled-vec 2 \9� Time \D Fee Pd.
Suitability Assessment for Sewage Disposal
Soil y \
ljtal.t.\y EN(�iu„k- 1f. WitnessedBy:�1��1�
Performed By:
LOCATION &GENERAL INFOa mA owner' l:rt,r..o rV
Location Address %(pJCAe(L.%JN.Cf✓ fJD JOMN as-(&C -Q0ak !
Address . f",,V 16T O's TG?)-4L":a
° Q��2sW66w�
Assessor's Map/P arcs': Z • \• 007 Errglneer's Name
NEW CONSTRUCTION Y,_ REPAIR _— Telephone tl AZS- S05P 4
Lend Use
es a.l't1 aL Slopes VA)
6 Sufice Stones N'b',
Q�a�C -
�-'' R Possible Wet Area R Drinking Water Weller _R
Distances from: Open Water Body R
Drainage WAY
'
R Property Line t_O r itOtherO `~
SKETCH:(Street name,dimensions of lot,exact locations of test holes d<pert tests,locate wetlands In pmxlmity to holes)
v 1
I '
h cy $ 01 OA M cat f L
30
O� / NNVI'I7' N 1 2
83 .$,1117oF
. I
OUT w ASK RV ti ow Depth to Bedrock
'S0o
Parent material(geologic,
Depth to Groundwater: Standing Water In Hole:
Weeping ft rn Pit Face t�la
1 �rw.Kw EVe N tS N►bvp
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL MOH WATE T�A�Gsv � MmvEc.
199Z 6~4-DIY 4 in.
Method Uscd: 1 n � �Inobs. ���.A In, Depth to soil mottles:
Depth Observed stane: in. Groundwater Adjustment R
Depth to weeping Rom side of obs.hole: Adj.Groundwater Level
,.
Index Well#—„ -Reading Date: Index Well level,_= Adj.rector
AIK
q:Z,� PEI2CCILA TION TEST
2sGa.r..,u 5 `�.b S L S r)NAry ���` N ,.,.,;,�,;; . ..,,•,!
Observation , Time at g
Hole N
9a�� Time st r
Depth of Per; —'
6..�,n �tk. Time
Start Pre-soak Time® JstC
End Pre-soak —
RateMlnAnch ;Lest Tt4000 Zy4%A)'9W—%"C-
Site Suitability Assessment: Site Passed Site Falled: Additional Testing Needed(Y/N)
Original. Public Health Division
Observation Hole Data To Be Completed on Back----�
Copy: Applicant
- AEEr OBSER�A'I'XQ�1':���E I:�41�`>` � >' �.
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
4,! O Q t'�fF MA
D- 8 r,
rll c v1 ; C) to-4Z S/Z M cc? RaOTs
ar- 'Z of ,g kwSo'.ts 0 tole 6& %V.G I;Ga.v Ec.
IK.t9 \,IIJ A41914 Et,3 G 010TEC
DEEP OBSERVATION HULE LOG Hole#. Z
...
Depth from Soil Horizon Soil Texture Soil Color Soil er
Surface II (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
%
3"-0 Q
b"_ 9•� A ��O SaK,p ►oyQ S/Z � tM ir0 Qoo'r5
3Q 12Z4, C,, CoA•ase p t0YOL4 0 St+V�I.r e�•ru
I�10 p G=ta doUW Tea= Ste. C�VLO-VeI.fC
DE 4S. tVA ' pN:up .E .OG yule#
Depth from Soil Horizon Soil Texture Sotl Color Sotl Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
•
DEEP
Depth from Soil Horizon soil(USDA)
SMunsoor 01
Mottling (Structure.Stronsistency.ones,Doulderes.
Surface in. ( ) ( )
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No—& Yes
Within 100 year flood boundary No J. Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the
area proposed for the soil absorption system? _
If not,what is the depth of naturally occurring pervious material? —�
Certification
I certify that on A011 e. 7s (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 trai 'ng,expertise and expe 'e ce described in 310 CMR 15.017.
Signature o Date
BARNSTABLE
LOT 227
J RjDGE
H
4z CB
95.0 fnd),, s
e
- - _ 96.6 I 283. 02 _
_ 96.0 OCUS
_- - -- co WAY o L
N850709 E - .96.5 - -- ca m PROPOSED DRIVE' Nr
- — r r-�► PA TH WEST
i - - - - -� Q�970 __-- - \ Ib BAY
p' 35.0 . \ � ►i I
3 2.0
GARAGE 2.p' p \ W
o LOT 226 7,5 7 4' 3.o'
, 9 0 / o LOCUS MAP
o AREA= o °p 126•2
43, 756fSQ.FT �? , �, I a ASSESSORS MAP: 71, LOT 11-7
fi 9, 7 3, 47 12.5 1; _5 PLAN REF' 15354-131 SH.1
� � „
O I
\ 1 ► 1 � FLOOD ZONE.- C
i
ED to
.2' 18.0 PROPOSE i 1 \ 0
100 _
\ 5 H USE M co •O' STANK ► 1 ZONING.• „RFI"
►�
�q T.O.F=99 5' -�. a �U � ` O VE'RLA Y DISTRICT "AP"
10
UTILITY
Rr� �18. 0 16. 0 �, �
ca o - - 13.8
c� - � - _120 _
SITE AND SE WA GE PLAN
c� ( — cn cm gf d)I PROJECT L OCA T/ON
— I 169 CARRIAGE ROAD
293.23 � o
O
�- O YSTER HARBORS
N83.44'47E' / 9 BARNSTABLE, MASS.
`9�� �� rn •o BENCHMARK
CB '- p \ ELE= to (AssuMED) APPL/CANT.•
(fnd) BILL ABBOTT
LOT 225
OF YANKEE SURVEY CONSULTANTS
P. O. BOX 265
� �� VALL'A"' i UNIT 1, 40B INDUSTRY ROAD
A.
UEBER
Q 23 FUTNEW No. , G MARSTONS MILLS, MA. 02648
I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE , 1 PH.(508�428-0055 - FAX(508)420-5553
IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL ,m g�.,a. o,�,a�sT
{�� STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN ��� ' '`
� ���®°�9 . moron
THE COMMONWEALTH OF MASSACHUSETTS SCALE.' 1" = 30' DA TE.• 7/26/997
PA UL A. MERITHEW, P.L S. AA " REV REV.• 81.16199
JOB NO. 52002 FSHEE-TI OF 2
_9_9.5
EL. — _ •
TOP OF FOUN9,4TION
20.' MIN.
10' MIN. CONCRETE COVERS
4 SCHEDULE 40 P. VC
MIN. PITCH 118 PER FT. 2"LAYER OF
' EL= 98. 7' 1/8 w_1/2w
6" M4 / / , CONCRETE CO VER WASHED S7VNE
4- CAST IRON PIPE ' / ' ' , / E 98'
(OR EQUAL] MINIMUM 15' / ' '
P/7CH 114 PER FT
CLEAN SAND 36"
MAX
FLOW LINE 19 EL= 95. 7'
INVERT\— - 1 1O" 14 w 15'MAX RUN
EL.=_9_6._X' MIN °
GASINVERT �2 0 ° °° o 0 0 0 0 0 0 ° ° °
INVERT BAFFLE EL.=9s��' INVERTS 6 SUM LEVEL
o ° °o 0 0 0 0 0 0 0 ° ° o °
EL._��.05' EL.= 9_5.55 =93.1
EL.=95_.3 _ INVERT 4' 4'
(70 BE PLACED ON FIRM BASE) DISTRIBUTION _
MECHANICALLY COMPACTED OR 8' OF S7VNE BOX WITH "TEE ,EL. ��`�_
GALLONS 719 BE WATER TESTED 45.0' X 12.5'
SEPTIC TANK IF MORE THAN ONE OUTLET TRENCH 1VRMATION tz�
PLACE ON 6 STONE 3/SHED sigly SOIL ABSORPTION to
PROFILE OF �' SYSTEM (SAS)
SEWAGE DISPOSAL SYSTEM
BOTTOM OF
NOT TO SCALE DEPTH OF PERC— 48" TEST HOLE EL =88.1'
PERCOLATION RATE G2 MIN./ INCH
OBSERVATION HOLE 1 ELEV=_ 9_8.1 OBSERVATION HOLE 2 ELEV=_ 9_8.1
DEPTH HORIZ TEXTURE COLOR. M077 OTHER DEPTH HORIZ TEXTURE COLOR M077 OTHER
'`I 4"-O 0 PINE NEEDLES 3-0" O PINE NEEDLES
LEAF MATTER LEAF MATTER
O-B" A MEDD, SA 1/D lOYR 512 W MED. R0075 O"=9" A MED. SAND 10YR 5/2 w MED. ROOTS
8"-42" B MED. SAND 10YR 5/ 2X GRA VELt 2X GRA VEL±
42"-120 C HER. SAND 10YR 6/4 pSINGLE GRAM 9`34" B VED 7V COARSE SAND 10YR 5/6 p
GENERAL NOTES 5X GRAVEL± 122 c COARSE SAND lOYR 6/4 5NGLRAVEA-IN
NO WATER ENCOUNTERED NO WATER ENCOUNTERED
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF BARNBT ____ RULES AND ENGINEER.• SULLIVAN ENGINEERING
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. WITNES,WD BY J DUNNING DESIGN CALCULATIONS.'
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO P�9321 12121198
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" NUMBER OF BEDROOMS . 5
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF GARBAGE DISPOSAL . . . . . . . . . NO
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN INSTALL FOUR (4) ACME TOTAL ESTIMATED FLOW
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 500 GALLON LEACHING
' ( 110__GAL/BR/DAY x _5_ BR) 550 GAL/DAY
USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. CHAMBERS WITH FOUR FEET — —
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL STONE SIr ES AND ENDS REQUIRED SEPTIC TANK CAPACITY 1500 GAL
BE MORTERED IN PLACE. SPA OT APART. .SOIL CLASSIFICATION . . . . . . . . 1
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH r�� s DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN.
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO o G . 74
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. wu�Aa EFFLUENT LOADING RATE . . . . . . GAL/DA Y/S.F.
DA Y
LIE13ERMAN LEACHING CAPACITY (AREA X RATE) 586 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR No. 23971 /
IS TO CALL "DIG— SAFE"' AT 1-800-322-4844 AT LEAST 72 HOURS �,�F �� RESERVE LEACHING CAPACITY . . . 586 GAL/DAY
PRIOR TO COMMENCING WORK ON SITE. ° E Q (45 X 12.5 X . 74)+(45+45+12.5+12 5 X . 74 X 2)
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8) PARCEL IS IN FLOOD ZONE___„C" __.
9) LOT IS SHOWN ON ASSESSORS MAP _ 71 _ AS PARCEL _!l z -_.
- SHEET 2 OF 2 JOB NUMBER 52002