HomeMy WebLinkAbout0130 MAIN STREET (OST.) - Health 13 0 Main Street
Ostervill'e
A= 165 - 074 -- 003 )�
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Dec 18 2018 00:49 HP Fax page 25
Commonwealth of Massachusetts
Title 5 Official Inspection Form
" Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroes
Owner Owner's Namew
information
fired is every
Osterville V u
re wired for eve NIA 02655 12-7-18
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.
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fillingDl1tfORfls A. Inspector Information ,.��A\,.•• �• ' ••.9�y
on the computer, :' JA MES
Ause only the tab James D,Sears
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key to move your Name of Inspector
cursor-do not
Capewide Enterprises
use the return C1c
key. Company Name �.`' TCF�.•G
153 Commercial Street i,,,`�$tfINsln 1p�t`�����`\
IC-11 Company Address
Mashpee MA 02649
Q-Yrrown State Zip Code
w + 608-477-8877 S1623
Telephone Number License Number
B. Certification
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. Z Passes
2. ❑ Conditionally Passes
i .
3. ❑ Needs Further Evaluation by the Local Approving Authority
4. ❑ Fails
12-10-18
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 has a design flow of
10,000 gpd or greater,the inspector and the system owner shall submit the rgport 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.
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Dec 18 2018 00:49 HP Fax page 26
Commonwealth of Massachusetts
Title 5 Official Inspection Form
kv�'Wil —
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owner's Name
information is
required for every Os ea ille MA 02655 12-7-18
Slate 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:
® 1 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 system is a 1500 Gal. Tank D Box and six Chember's
2 System Conditionally Passes:
El 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.
"he septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally
unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
Health.
"A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is available.
❑ Y ❑ N ❑ NO (Explain below):
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Dec 18 2018 00:49 HP Fax page 27
Commonwealth of Massachusetts
Title 5 Official Inspection Form
' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owner's Name
information is Osterville
required for every MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
C. Inspection SUMMary (cunt.)
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
e age 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:
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osal posal System•Paga 3 or 18
Dec 18 2018 00:49 HP Fax page 28
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David wroe
Owner Owner's Name
information is
required
wiredd for every Ostervill® MA 02655 12-7-18
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)
r 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
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Dec 18 2018 00:50 HP Fax page 29
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
4
l 130 Main Street
r Property Address
David Wroe
Owner Owner's Name
information is
required for every Osterville MA 02655 12-7-18
Pap. City/Town 51ate Zip Code Date of Inspection
C. Inspection Summary (cunt.)
4) System Failure Criteria Applicable to All Systems: (cont.)
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 mospmot is less than 6"below invert or available volume is less
than f/day flow A I;AC W/.v�
❑ ® 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—IW PA)or a mapped Zone I I of a public water supply well
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Commonwealth of Massachusetts
lot' Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owner's Name
Information is Osterville
required for every MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
C. Inspection Summary (cons)
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 C.4 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?
El ® 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)
® ❑ 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)]
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Dec 18 2018 00:50 HP Fax page 31
Commonwealth of Massachusetts
k Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
q. —
Property Address
David Wroe
Owner Owner's Name
information is required for every OSterVllle MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
D. System Information
1. Residential Flow Conditions:
Number of bedrooms (design): 5 Numberof bedrooms (actual): 4
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550
Description:
1500 Gal. Tank D Box and six chamber's
Number of current residents: 2
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 El Yes ® No
information in this report.)
Laundry system inspected? ❑ Yes ® No
Seasonaluse? ❑ Yes ® No
Water meter readings, if available(last 2 years usage (gpd)): NA
Detail:
Sump pump?
❑ Yes ® No
Last date of occupancy: Present
Date
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Dec 18 2018 00:50 HP Fax page 32
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Maln Street
Property Address
David Wroe
Owner Owner's Name
information Is required for every Osteryille MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
2. Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow(based on 310 CMR 15.203): canons 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 occupency/use: Date
Other(describe below):
3. Pumping Records:
Source of information: NA
Was system pumped as part of the inspection? ❑ Yes ® No
If yes,.volume pumped: gallons
How was quantity pumped determined?
Reason for pumping:
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Dec 18 2018 00:51 HP Fax page 33
Commonwealth of Massachusetts
p Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owners Name
information is required for every Osterville MA 02655 12-7-18
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:
2007 Permit 2007-263.
Were sewage odors detected when arriving at the site? ❑ Yes ® No
5. Building Sewer(locate on site plan):
Depth below grade: 58"
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.):
Pipeing is 4" PVC SCH -40.
t5inap.doc-rev.7/2612018 Title 5 01111dal Inspection Form:Subsurface Sewage Disposal System-Pege9 of 18
Dec 18 2018 00:51 HP Fax page 34
Commonwealth of Massachusetts
Title 5 Official Inspection Form
- Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owner's Name
information is
required for every Osterville
MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
6. Septic Tank locate on site plan):
( p }
Depth below grader 4
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: 1500 Gal. Precast H-10
Sludge depth: 3"
Distance from top of sludge to bottom of outlet tee or baffle 27
II
Scum thickness 2
Distance from top of scum to top of outlet tee or baffle 8
ll
Distance from bottom of scum to bottom of outlet tee or baffle
16"
How were dimensions determined? Asbuift-Plan-Tape
Sludge Judge
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 at working level. Tank at 4'below grade w/inlet cover at 28"and outlet at 44".Two inlet
tee's,outlet tee. No sin of leakage or overloading
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Commonwealth of Massachusetts
9WF
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
� 130 Main Street
Property Address
David Wroe
Owner Owner's Name
information is
requireduired for every Osterville MA 02655 12-7-18
page. CitylTown State Zip code Date of Inspection
D. System Information (cunt.)
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.712612018 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal system-Page 11 o11a
Dec 18 2018 00:51 HP Fax page 36
Commonwealth of Massachusetts
Title 5 official Inspection Form
Subsurface Sewage Disposal System Form •Not for Voluntary Assessments
130 Main Street
MVProperfy Address
David Wroe
Owner Owner's Name
infolmatlon is
required for every Osterville MA 02655 12-7-18
page. CitylTown State Zip Code Date of Inspection
D. System Information (cont.)
8. Tight or Holding Tank(cont.)
Aarm present: ❑ Yes ❑ No
Aarm 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.):
D Box is 5'below grade. Box is clean and solid w/one line out. No sign of over loading or solid carry
over,
t5insp.doc-rev.72W2018 Title 5 Official Inspect'wn Form:Sub urface Sewage Disposal System-Page 12 of 18
Dec 18 2018 00:51 HP Fax page 37
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David.W roe
Owner Owner's Name
information is required for every Osterville MA 02655 12-7-18
page. CityfTown State Zip Code Date of Inspection
D. System Information (conQ
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: 6
❑ leaching galleries number:
❑ leaching trenches number, length:
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
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Dec 18 2018 00:51 HP Fax page 38
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
V.) -
Property Address
David Wroe
Owner Owner's Name
information Is required for every Osterville MA 02655 12-7-18
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cant.)
11. Soil Absorption System (SAS)(cont,)
Comments(note conditlon of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
Leaching is six infiltrators 12'x44'. Ck D Box and camera out to chambers. Chambers are clean
wlwet bottom. No sign of over loading or solid carry over.
1
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.):
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Dec 18 2018 00:51 HP Fax page 39
Commonwealth of Massachusetts
Title 5 official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
9
Property Address
David Wroe
Owner Owner's Name
information is required for every Osterville MA 02655 12-7-18
page. City/Town State Zip Code Date of Inspection
D. System Information (cant.)
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.),.
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Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owners Name
i ati is
required
wired for every Osterville MA 02655 12-7-18
page. City/Town 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
I
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TOWN OF BARNSTABLE
LOCATION ' �l��Jt sm: SEWAGE# D r
vn,LAGi i`-PL)j" 17 ASSESSOR'S MAP&PARCH../�y-03
INSTALLERS NAME&PHONE NO.10II-lV/}"
SEPTIC TANK CAPACITY /5CO
— i
LEACHING FACILITY;.(Inc) -[�jn >F� /a,7sOS(size)_��,�'�/
NO.OF BEDROOMS —h-
OWNER !� : .dk�3o2 t/
PERMIT DATE: COMPLIANCE DATE: ,
SePamtioa Distance Between the:
MattlmutnAdjusted Groundwater Table to the Bottom ofLeach.ng Facility _ Feel
Privets Water Supply Well and Leaching Facility(if any wells exist
an site or within 200 feet of leaching facility) Feet
Edge of Welland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
i
1
' Fk.Ui
a... 1
! 33
Dec 18 2018 00:52 HP Fax page 42
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
Property Address
David Wroe
Owner Owner's Name
information is required for every Osteryille MA 02655 12-7-18
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
15. Site Exam:
❑ Check Slope
❑ Surface water
❑ Check cellar
❑ Shallow wells
N
Estimated depth t 'high ground water: 12
feet
Please indicate all methods used to determine the high ground water elevation:
❑ Obtained from system design plans on record
If checked, date of design plan reviewed: Dale
® 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:
Auger T.H. 12' no G.W;. Bottom of chamber's at T below grade. Bottom of chambet's at 5' above
T.H. Depth.
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
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Dec 18 2018 00:52 HP Fax page 43
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
130 Main Street
v
Property Address
David Wroe
Owner Owner's Name
information is required for every Osteryille MA 02655 12-7-18
page. City/Town 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
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t5insp,doc-rev.7126/2016 Title 5 official Inspectlnn Form:Subsurface Sewage Disposal System•Page 18 o1 19
. G
aNG
No. D Z Y Fee J
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIpoYication for ;Oig000al *raem Cottgtructiou Permit
Application for a Permit to Construct( ) Repair grade( ) Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. j Owner's Name,Address;and Tel.No.jv s�
Assessor's Map/Parcel d D" _ 3 �Q �ax 1,2ll f��}RAJ A e7 �cL J
Installer's Name,Address,and Tel.No. t t/���•/ /�/Xlw Designer's Name,Address and Tel.Noo.
GU/LSd7l/ , d -
Type of Building:
Dwelling No.of Bedroo s Lot Size % �, /f , ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) U gpd Design flow provided 5 �� gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank ® Type of S.A.S. / /��/6 C'/ �✓'S
Description of Soil
6ZI455
Nature of Repairs or Alterations(Answer when applicable)
/ C _
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 p-ovisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Uealth. ^ /�
Signed �G2% Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No 0 �� �pZ Date Issued lG 2
1 , e>
L j>v (y nj Y t t o
- . No. Z—� /(CJZ _.__ ( Fee /a G --
kk _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
I
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
i
K ZIppYicatiott for 30igpoal 6pgtem Cora.5tructiott permit
Application for a Permit to Construct Repair Upgrade Abandon( ) ❑.Complete System.❑Individual Components
Location Address or Lot No. /5®&W/1/57— Owner's Name,Address,and Tel.No.
L YZ4,,= �,¢rir/7 �--CYA r%Afh4
Assessor's Map/Parcel r 67Y _ �QU x f f f f�,rl /�ST, /�<✓ !�Lt✓.
Installer's Name,Address,and Tel.No. LU Designer's Name,Address and Tel.No.
Type of Building: u i 1 } '
E
Dwelling No.of Bedro�0�—�s Lot Size //r� !j�_2jsq. ft. Garbage Grinder
Other Type of Building J �s No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) U gpd Design flow provided ^� gpd
Plan• Date`., Number of sheets Revision Date
Title,
1
Size of Septic Tank /-5-GO Type of S.A.S.
Description of Soil
/ L1 5; 5- T
r; < �;,,•;:., Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
`
_0 r {�
Signed iy.�i �y".� Date
} Application Approved by Date
Application Disapproved by. Date
for the following reasons
Permit No. 26 O 8- Date Issued /6 2 "Q 5
———————————————————————————————————————————-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (L--)-
Abandoned( *)by
at �Z__?Uy /11,-11 7 5j �7i���J/�� /._' has been constructed in accordance
with the provisions of Title 5 and the f�.igposal.System Construction Permit No. dated
Installer /sue/ti:. 2T%/ d Designer
#bedrooms Approved desi ow gpd
The issuance of this permit hall n b a ued as a guarantee that the system wil unf''on as de/ig
Date Inspector
Fee /0 0-
No.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS
U
Thgogal 6potem Cott tructiott Permit
Permission is herebyranted to Construct Repair vU Upgrade Abandon
g � ) p � ) Pg �,� � )
System located at Z_-�U
a
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Constructi n must b completed within three years of the date of this permit.
Date A 2l! 0 Approved by
Ik
i'
Al
t Town of Barnstable
VE
Regulatory Services
Thomas F. Geiler,Director
apaxsl'ABM
. �e
Public Health Division
'i63q.
Eo ' Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewage Permit# ZW Assessor's Map\Parcel
Designer:-.. 1��►A. :.�n.as-art Installer:.
Address: �� Zrin �— �J Address: �i51-
�a e
6 00 )UO J
On At/u/*n 5111a6l6was issued a permit to install a
date (installer)
�o^_
.�.�•�-J,,a.
septic system at '� n VS6nt A.,L based on a design drawn by
Kotk�&" (address)
dated 6
T
(desig er) fm 'le. rr
X_ I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e'
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
H oFMgSs�cy
MATTHEW W
(Installer's Signature CDDL N
No.43183
/ OST
NAL
sign 's ignature) (Affix Desi mp Here)
PL SE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF /
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
TOWN OF BARNSTABLE
LOCATION SEWAGE#
VILLAGE( i� f�,� ASSESSOR'S MAP&PARCEL/6� - O
INSTALLERS NAME&PHONE NO. Wl i k4 A-M
SEPTIC TANK CAPACITY ��5� C�l�IIL �1'hT�Jt-iT
LEACHING FACILITY:(type) C'Qo /CIF/L./�l? (size)
NO.OF BEDROOMS
OWNER .
PERMIT DATE: COMPLIANCE DATE:
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
1
l -- 33
Atl
13-/ c�5—
13-3 z16 5'
i
No. . Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Apphratiou for )Dioozal *raem Cou5tructiou Permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. 130 M Ar/N Own is Name,Ad4ress,and Tel.No.
n Assessor's Map/Parcel S— O 7 4tO__5 PO 8 ox /2 l(
Installer's e igne Name,Address d T 1.No. r's Name,Address and Tel.No.
.10 C, i`�6 / C ��/ j� i/ol G 7.0-f.-&/At- /X/,ivM si
33Z 45� 4kjX!96 / 9-72 - M Z--
Type of Building:
Dwelling No.of Bedrooms Lot Size 2! 9Z_ sq. ft. Garbage Grinder ( )
Other Type of Building P49&4A1/YS;F._ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 5S_0 gpd Design flow provided ST gpd
Plan Date ZO—O IL Number of sheets Revision Date
Title U/9 2A7y-p S RAC-1 17- 01A7U AC7` 3
Size of Septic Tank �DO�Type of S.A.S. X!F/1,14� �-
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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-t�ce the system in operation until a Certificate of ^•;
Compliance has been issued by this Board of Health.
�/ c/
Date A.)
Application Approved by L Date
Application Disapproved y: Date
for the followingreasons
Permit No. _ Date Issued —
`� / /1 . ��� 1 ,� big.% -'-..° ��rareWA k
No.. 11// c,, y � Ir �' Fee O r
THE COMMONWEALTH OF MAgSACHUSEITTSr Entered in computer:
�PUBLIC�HEALTH DIVISION TOWN OF BARNSTABLE:, MASSACHUSETTS Yes
ZippYication for Mi pogaYv,p$tem Construction permit
Application for a Permit to Construct,( Repair O Upgrade`( ); Abandon O ❑ Complete System ❑`Individual Components
Location Address or Lot No. Own is Name,Address,and Tel.No.
p5%eR2V/LLB \ ,Uv a X � ��1 �1 U1L`t EG
Assessor's Map/Parcel �S—. 0 74-0p 3 WA 62Fj-?6
Installer's r/Name,�Aydgdrefssl and Tel.No. ^' / ' -Designer's Name,Address
/and Tel.No.
.-�G
5- 1,! j, / oZ / 7W-414F all/c 56A/ SD -7?/ — ,50 Z..^
Type of Building:Dwelling No.of Bedrooms Lot Size /,r
2 94 sq. ft. Garbage—Grinder
Other Type of Building /�Dv�/ zrrS� No.of Persons Showers( ) Cafeteria( )
Other Fixtures /
Design Flow(min.required) gpd Design flow provided gpd
Plan Date 4- 2 O—® Number of sheets 2 Revision Date
Title E?aA7VLy ,5 P -m%T �04^Tl 4 67" 3 j
Size of Septic Tank /sQ Type of S.A.S. 1+G`ok
r r /
Description of Soil ? )r
i
' e ,
r '
r
Nature of Repairs or Alterations(Answer when applicable)
1
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 n6eto=place the system in operation until a Certificate of (4
Compliance has been issued by this Board of Health. r ;
00,
cy
€ Signe' �� � r Date /may- '6
Application Approved by ,%; n /^�it/_. �J 1,C/��� rid__�j�Date, (f
{ Application Disapproved by: // (� Date
.,for the following reasons
i - �.
� Permit No. /;C(/! / 01:151 Date Issued
` THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance }`
k THT Q,iS TO CERTIFY,that the On site Sewage Disposal System Constructed ( ') Repaired ( ;1 graded
Abandoned( )by rg1J, _
at 130 M�r n Y-+ 0-`r`r`f P has been constructed in a cordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. C / U/ dated-
Installer _ Designei:967 ER"A/}�
#bedrooms Approved design flow 350 gpd
The issuance of this permit shall)not beJconstrued as a guarantee that the system Will n on as designed.
Date ?! \ �� Inspector
--------- .4.---- ------------------ ------ ----- k��
No. � �( / Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION" BARNSTABLE, MASSACHUSETTS
0igozat �p�ten� Congtruction Permit
Permission is hereby granted to C ons'duct (X) Repair ( ) Upgrade ( ) Abandon ( ) +
System located at
4P Al d 5 is t-
... y z r°�
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions. '
Provided: Construction must be completed within three years of the date of this permit.
Date Approved by
V .f�
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director ='
Public Health Division
* i639 10
Fa►Na+' Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644' Fax: 508-790-6304
Installer& Designer Certification Form
Date: 3 is 00 Sewage Permit# 2� � Assessor's Map\Parcel 14.5 07N-00Z
Designer: S+-r-p►,r. A. W:lsa„ : P.E. Installer: Wilhem —Z),nie-r
Address: 132xr-►.tue_ Address: 24,�o�+sac
79 IOecJ-b Sd� Hum nnis Hla►ois. WI4 d2&6 i
On 0 :? 0 U)11h a wt -D1,1ace was,issued a permit to install a
(date (installer)
septic system at I Sn ftl a in S+ based on a design drawn by I
(a dress)
SITpticn A .Ud so-A pa dated 2 &e.Lo S
(designer)
k.. I certify that the septic system referenced above was installed substantially.according-to
- the design, which may.include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
,certified as-built by designer to follow. OF
_
1 S
TEPHEN
ALLYN
(Installer's Signature) W .WN =
esigner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
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9 I/2' 10-P 3 41/2'
ROOF FRAMING PLAN FLOOR PLAN
FOUNDATION PLAN
' I - SCALE I/4"= I'_O" -SCALE I/4'.=
- SCALE 114 I'-O°
I
.I MASONRY
CHIMNEY " \ -
.. .....
-- 2 X 12 RIDGE BOARD - T-- - -:. .......
I 2X 105Q 10 O.C. -
- �. - W/I/2 CDX OR EO.SHT'G.
ROOF SHINGLES TO
MATCH HOUSE
112 I -
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I. 2 X 8 CIEL.JOISTS Q 16'O.C. a - -
CIFLING MATERIAL AS 5LECTED - - -
_:.. _
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P.T. I - TO MATCH HOUSE SCALE I/h°=I'-O° SCALE I/4'= I'-O'
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AREA I I/BATH r
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L� #
TF115 STRUCTURE IS
8"CONC.FDN.WALL UNHEATED UNINSULATED
' 6'-a'X 3'-G"X 12'CONC. L_7
• - Gad• CHIMNEY FOOTING ;
_ 1'-4"X 8"X CONY.CONC. r. -
. - PTG.W/KEYWAY i
FOOL FILTER HOUSE
EBO
to 130 MAIN 5TREET,O5TER�LLE MA.
DAVID 4 CYNTHIA PARRELLA
' SCALE AS NOTED APPROVED DRAWN BY D.O. -
DATE JUNE 15.2007 REVISED
TYPICAL FRAMING SECTION _ o00"oEBl6"As80CIATFS
BAR"STABLE HARBOR VENTURES,."C.
FRONT ELEVATION RIGHT ELEVATION E.o.Box 843.BAR"sTABLE,MA.ozcao =' 5oe 7AVENUE-
4300 a;�"hs,MA:°zc '^�
t 1 - PLANS/SECTION/FOUNDATION -�
SCALE 3/8 = I-0°.' - _ ELEVATIONS FRAMING DRAWING NUMBER
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.. - SCALE 111.= 1'-0" SCALE 1/4'= 1'-0°
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FRONT ELEVATION -
SCALE I/4°= I'-0°
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RED CEDAR
511INGLES
OLSON DESIGN ASSOCIATES
° _ TT� // 55 ELM AVENUE
t""" `_ - OL Hyannis.Massachusetts 02601
50&7754300 email-olsondesign@verizon.nel
WROE RESIDENCE
130 MAIN STREET
- , s.. , OSTERVILLE,MA.
DRAWN FOR:
BARNSTABLE HARBOR VENTURES,INC.
Y �l P.O.BOX 483,BARNSTABLE,MA.02630
J ! '� :Iy tRED CEDAR f .i
'x ! , �� _ PLANS FOR:
11 DETACHED GARAGE
,f. SIDE ELEVATION
SCALE 1/4'=.1'-0' -en - _ [A —O:
. OCT. 15.2008 l 1
I'-0°
•'a z•-i l• la-I r 3'-0' s'-z• 1 z3•.a .
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L_5'-z 3-0' - ed 30 s-z LINE sneer uue -
.. 23'-0' :- :� 29r-0• ICI
FLOOR PLAN SCALE 1/4" = 1 '—O" SECOND FLOOR PLAN- SCALE I/4" _ I '—O"
FOUNDATION PLAN —SCALE 1/4 = P-0''
- 2 _
O O zi'a RIDGE VENT W/ _
BUG FILTER
2 X 12 RIDGE BD. 2 X I O RAFTERS @ I6'O.C. _
2° J.1. LO R = _ RED CEDAR WOOD SHINGLES -
U 5 TE - x - x ON SPRUCE STRAPPING
677;
ROOF SHINGLES TO _ 2X5 CIELING JOISTS @ 1 G°O.C. _
I T.J .F O MATCH HOUSE SHINGLES I/2"GYP.BD.CIELINGON I X4
TR SS YS EM F - - - _ _ _ _ _ _ _ _- STRAPPING @ 24°O.C.t R-30
MIN.IN5UL. - -
-_ r _ 2XG STUDS @ IG'O.C.W/
LA BE LO .1/2 COX OR EQ./TWEC OR EQUAL- -
_ = 5EE ELEV5.FOR SIDING MATERIAL
X Os I 'O 2 X 105 @ I C. 1 2'T.J.1.FLOOR TRU55 SYSTEM BY TRUSS
- - MFR.W/3/4'PLYWOOD SUB FLR.-R-30 INSUL. -
§ J.I. LO R (R-19 MIN.) `
N U S TE N _ — —
SOFFIT DETAIL TO MATCH HOUSE
W/SOFFIT VENT
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W/5/8°F.C.GYP.B0. .. — --� — — — — _ — — — — — — — _ — — 5/8'F.C.CIELING @ALL AREAS OLSO��LSI ESIGN
ASSOCIATES
X Os 1 'O 2 X 1 Os @ .C. ANU BEAMS 4 ALL WALLS f 5TAIR5 Hyannis,Massachusetts 02601
--P RA anA F4 n B LO -- -- -- -- -_ —_— a - O�8-776-4300 email-olsond�lgn@�rizon.net -
2 X G STUDS @ I G•O.C.W/ WROE RESIDENCE
1/2 COX OR EQ./TYVEC OR EQUAL- - 130 MAIN STREET
4'THK.CONC.SLAB
- SEE ELEVS.FOR SIDING MATERIAL O$TERVILLE,MA.
F
V I °TI.I. O V BRICK SHELF _—
T US 5 7E _ - DRAWN FOR: -
0 0 1 2'THK.X 4'-O•H. FX15TING FOUNDATION BARNSTABLE HARBOR VENTURES,INC.
CONC.PON.WALLS 22'-0' P.O.BOX 483,BARNSTABLE,MA.02630
tU tD
PLANS FOR:
V-8"X 8'x CONT. • DETACHED GARAGE
— KEYED CONC.FTG5. 'CAL GARAGE FRAMING SECTION
SECOND FLOOR FRAMING PLAN— SCALE 1/4"= 1 '-0" A SCALE I/4' I I—O" e.
OCT.15,2008 _ i-7.
ROOF FRAMING PLAN SCALE 1/4 — 1r O
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s.
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,...,._....!:,..; ,.: 130 MAIN 5TREET, OSTERVILLE, MA.
LEFT SIDE ELEVATION DAVID 4- CYNTHIA PARRELLA
w 5CALE A5 NOTED . APPROVED DRAWN BY D.O.
5CALE 1/4•_ I'-O" - DATE JUNE 15.2007 REVISED
BARN5TABLE MARBOR VENTURES,INC. _ 50 SON DE51GN A550CIATE5
P.O.BOX 483,BARNSTABLE,MA. 55,ON
AVENUE.,MYANNIS.MA.02G01
- 508-3G245805 508-775-4300 olwnd nzon.zt
DRAWING NUM6ER�
c ELEVATIONS A_
a
.....
a
Lv
FFM
J.
—
REAR ELEVATION
5CAIP 1/4'= 1'-0' -
LJ
�.
......... .......
I
RIGHT SIDE ELEVATION 130 MAIN STREET OSTERVILLE,MA.
5CALE 114'= 1'-0' DAVID t, CYNTHIA PARRELLA
5CALE A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15.2007 REVISED
t►. BARN5TABLE HARBOR VENNRE5,INC. — OLSON DE51GN A550CIATE5
LLJ
P.O.BOX 483 BARN5TABLE.MA. 55 ELM AVENUE.,HYANN15.MA02601
508-M2 W85 508-775-300 d—dc n w -t -
- DRAWING NUMBER
ELEVATIONS A-2
r
x:
\ n
� 15
if
LOOKING TO RIGHT SIDE ELEVATION
5CALE 1/4'= P-O'
FT
t+:
I.
RIGHT SIDE ELEVATION
5CALE 1/4'= I'-0'
DAVID 4� CYNTHIA PARPELLA
- SCALE A5 NOTED APPROVED DRANM BY D.O.
DATE JUNE 15.2007REVISED
LLJI
OL50N DESIGN A55OCIATE5
P.O.BOX 483.15ARNSTABLE,MA.02G30 - 55 ELM AVENUE.,HYANNIS.MA.02G01
508-3G2-88B5 508-775-4300 oi5 to n i.
RAW Nu
ELEVATIONS D G BER
v 7,
A
I 1
. POST PO'T �--_ _________ ` .
.PATIO '''"
___________ 4 ImvAezm rol ra+ _ .
---- ----- ' ----------- ""---- --------- -
---- ----- -----
----' ---- ----- ---- -
nu5nivl.eM.aeovc _________ -wsn iK aM.Aewe >nn
------'-------- ------------- ------ --- - ---' ----------------- - -
--'---- ---- ----- -- -- ------- --- --- -------'---'------
POST UP
LIVING DINING
BRARY
2b v
b
z•.I b
5 U2'
2'6va'A 2'-- 2'L'.4'V 2'Av3'B�
l�
_
E- —2-3 azs wu.i
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4X6 WJ. +S�
4m ® W.I.C. POWDER ELEV i E� a
FAMILY
MASTER so 9•A S
BATH - _
z,�, nusn LVL ern.neove BREAKFA5T
m ___________________ ___________________________ -
41 � �
i 3n�
HALL PC
GIR fl2 -
_ \ i.X6 L'I «6wD.��
POsr
'L'a s'-0' 28a5'O 2'8+5'O 2{'v b ���••
- \
0� Iws wnu a WHIP wAu �\
A
b �
A.v obi 'm
V b Lz
%'Qk
„ti.wH FIRST FLOOR PLAN
SCALE I/4" = I'-O"
6d �'T�e� 2ba 130 MAIN 5TREE7,05TERVILLE
0 DAVID *CYNTHIA PARRELLA
5CALE A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15,2007 REVI5ED
BARNSTABIE HARBOR VENfURES,INC. - OLSON DSIGN ASSOCIATES
/ P.O.BOX 4B3.BARN5TABLE,MA.021. - - 55 ELM AVENUE..HYANNI5.MA.02601
50H-77'5E00 waone .Iwt
DRAWING NUMBER
FIRST FLOOR PLAN A=3
0
A
4ao
s'a.s .ssm. b X 4X ,
1 4
§ j
- i
IVINR - DINING -
JBRA
2'-a,4-4aie• 4a al
ur
wo�aa- .coax T I .
4
4)
O ER ELEV FAMILY'
j
z 1#
C BAT
N ru' HALL
ry HALF WALL j HALF WALL
Q4,
I �
3Y3 5 12'
cya
Cy
P�
FIRST FLOOR PLAN
5CALE 1/4°= 1'-0' -
0
_ 4
- a
30�2
O
V
1/\
130 MAIN STREET, 05TERVILLE
DAVID 4 CYNTHIA PARRELLA
5CALE A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15.2007 REVISED
BARN5TABLE HARBORR VENTURES.INC. _ OL50N DE51GN A550CIATE5
F.O.BOX 483.BARN5TABLE,MA.02630 -_-_55 ELM AVENUE..HYANNI5.MA.02601
508-3G2 5 508-775-4300 olsorMni vrnmn.net
FI RST FLOOR PLAN DRAW NG NUMBER
A-3. 1
aoo
9'JI• 3'�' 3'1'
4 P.T.
MAIF WALL POST UP POST UP nAU'WALL - .
4%4 P.T. 4%4 I.T.
POST UP POST UP
♦DN - I yy PDN
V— a
3
. = POST UP ___________
4%4 P.T.
POSE UP I PD"iT�
___________
a
12
JI
13
aeB Room nnu Bm zaoM e -
§ zo
- � r-c• rs
�, BATM
p
dry ❑ .
6'-1039' 9'A
zb• � § ° i
a_
9'
RILL ndG R
LICL UNE
BATH ® 5. 12- 5' 1/2•X.�
Wµy
• 2'6x5'b G==_______'' 2'$xs'A> 9 2b'x s'O rb'.5'- _ .
9 6' Sb•
I B'o
SECOND FLOOR PLAN
SCALE 114" = 1'-0"
I
I ,
I I
I I
I ,
I I
' I
I I
130 MAIN 5TREET,05TERVILLE,MA.
DAVID *CYNTNIA PARRELLA
5CALE A5 NOTED
1 APPROVED DRAWN BY D.O.
i DATE JUNE 15,2007 REVISED
BARN5TA5LE HARBOR VENTURE5.INC. - OLSON DESIGN A55001ATE5
P.O.BOX 483,5ARN5TA13IP,MA.02G30 - - 55 EU.A AVENUE.,HYANN 5.MA.02G01
508-3C2� 5 506775�300 olso"dcs r' mm�.11et
SECOND FLOOR PLAN DRAW NG NUMBER
A-4
i
�i
ry n
. z-6 O
0 �
IBO
V
130 MAIN 5TREET,05TERVILLE,MA.
DAVID 4 CYNTHIA PARRELLA
5CAIY A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15,2007 REVISED
BARNSTABIE HARBOR VENTURF5.INC. '" OLSON DESIGN A550CIATES
P.O.BOX 483.5ARN5TA5
LE.MA.02G30 - 55 EVA AVENUE..H—NI5.MA.02GOI
508-3 2-8885 -- 508-775-0 00 .bon—n —.
DRAWING NUMBER
SECOND FLOOR PLAN ��
A-4. 1
I .
•
15'-0' 10-0' I5'-lY
WAUOUf-4'O FROST WN1
r
r o
r-------------------------------
e
r
Q
m , �
v
6 ------- --------------------------
----------------------
UP
°
h
Y -
FAMILY WINE C ELLA
ROOM =
,
._____I_____ _______
NG
,�_______________ .____ ________ __________________
WAILS .
,
m 2 X 6 BEARI '
e
v ,
ELEV.
MACH; UTILITI -IES
- 10-z Ib' uev.
oa r ,
m r
r �
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° - tee• §,
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_ 131 9
._-- --•
,
n �
N ^ __ ________ _____________ ____________________ _______ ____________
Na! it
_ „
1 COVBtB)FORp1 b
A
;
--
CRAWL SPACE ------ - CRAWL SPACE
--------;---
I
1
4�%
2° 130 MAIN 5TREET,05TERVILLE
DAVID * CYNTHIA PARRELLA
BASEMENT PLAN SCALE A5 NOTED APPROVED DRAWN BY D.O.
DATEJUNE 15,2007 REVISED
SCALE I/411 c 1 I—OII PBO.BO%463,BA ABLE.MA 02630 505 EELM AVEI UE. HYANN1 .
MYANIA MA.02601
508-775�300 Wsondes n n.net
DRAWING NUM61K �
BASEMENT PLAN. A_5
I - F
e'
TYP.-ALL FDN. WALLS - 8"THK. USE 1/2" DIAM. ANCHOR
_ ( HEIGHT VARIES) W/ 245 REBAR BOLT5 (OR APPROVED
t, CONT.-TOP* BOTTOM - ON I G" W. EQUAL) @ G'-O" MAX.
X 8" D. X CONT.KEYED CONC. FTG'5.
-
5'Q ALL STEEL RE-BAR:
13'O 'O 5'O 5'O
ALL CONC. SHALL BE: Fy = 40,000 P.S.I. MIN.
WAUOUI-,'-0'Rip$T WALL _-----
--- Fy = 3,000 P.S.I. MIN.
e_______1 @ 28 DAYS
- ----------- a------------------------ -
(GDVOt®IY)RGM
r __ _: e $ El
NOTE; VERIFY ALL FDN.
ALL FOOTING'5 SHALL BEAR
------------
i T5 AND
---- ---- ----- ------------m---------------------- ON MATERIAL CAPABLE OF 811
- TING 1 1/2 TONS/5.F. -
H I H
- ------ r=
SUPPOR DROP5 AT 51TE MIN
------------------ ------ ------------- TOP OF fDN. TO GRADE
q °
MIN. TYPICAL
3 5 UP _
I I
I I 9
NOTE; ENGINEER TO
c"q I VERIFY FDN. t- FT'G.
ELEVATION5 PRIOR
m
__ _________________ _____________t • 2'-0°W.X 12'D.X CONT. I -
"d CONC.5TRIF FOOTING5 1 °° TO CONSTRUCTION
W/445 CONT.MOR1Z.---------------------------------
-------------------------------
----------- -____--- _
= Fi ` NOTE; ENGINEER TO
----------- -
mo e
----- 'i i9•.i ve• xz �h
I ;
VERIFY FDN ANGLES
:;e ! PRIOR TO CON5TRUCT10 N
a i
. e
b
e
i
I�m PORLM i
t?
_
CRAWL SPACE
• ° ---_------ - ___ CRAWL SPACE
-----------------
I
1
i
130 MAIN 5TREET,05TERVILLE
DAVID CYNTHIA PARRELLA
FOUNDATION PLAN SCALE AS NOTED APPROVED DR-- D.O.
PATE JUNE 15,2007 REVI5ED
BARN5TA5LE HARBOR VENTURE5,INC. — OL50N DE51GN A550CIATE5
SCALE I/4" P.O.BOX 4&3.BARN5TA5LE,MA.02630 _ 55 ELM AVENUE.,MYANNI5.MA.02601
SOB-362-8385 50&775-4300 olsoMev n .°et
DRAWING NUMBER
FOUNDATION PLANj- 1
- i
- o �
�b •.10 -
� i � t covezeo roRCH
nave I
ykkI
V 3Si j -
I
4 I mvv+m roaH I § -'
' naovaJ I - j
FOUNDATION PLAN o
SCALE 1/8'= 1'-0'
S N�
TYP.-ALL FDN.WALLS-8"THL. USE I/2"DIAM.ANCHOR O
(HEIGHT VARIE5)W/2-N5 RECAP BOLT5(OR APPROVED NOTE;ENGINEER TO >O=
CONT.-TOP4 BOTTOM-ON I G"W. EQUAL)Q 6'-0'MAX. VERIFY FDN.E PRIrrGOR
>
X 8"D.X CONT.KEYED CONC.FTG'5. ELEVATIONS PRIOR
ALL STEEL RE-BAR: TO CONSTRUCTION -
ALL CONC.5HALL BE: Fy=40,000 P.5.1.MIN.
Fy=3,000 P.5.1,MIN.
Q 28 DAY5
ALL FOOTING'5 SHALL BEAR NOTE;VERIFY ALL FDN. NOTE;ENGINEER TO
ON MATERIAL CAPABLE OF HEIGHTS AND VERIFY FDN.ANGLES
SUPPORTING 1 1/2 TON55.F. DROPS AT SITE-MIN.8' PRIOR TO CON5TRUCTION
MIN. TOP OF FDN.TO GRADE -
TYPICAL
130 MAIN STREET,OSTERVILLE,MA.
DAVID t CYNTHIA PARRELLA
SCALE A5 NOTED APPROVED DRAWN BY D.O.
DATE DUNE 15.2007 REVISED
i BARN5TABLE HARBOR VENTURE5,INC. - OL50N DE51GN A550GATE5
P.O.BOX 843.BARN5TABLE.MA.02 - 55 ELM AVENUE_HYANNI5,MA.02601
4 08-3 -888 - 508-775-4300 o19ondes n .net
FOUNDATION PLAN DRAWNGNLI FF
J- I I
-- --- -- -- -- -- --- --- -- -- -- STAIR -- --- --- --- --- '— -- -- -- --�
-- - --- --- --- -1 -B M ECO-- -- -
.. OP'G.
P. .2(5-Q 6' .C. P. .2 -Q G'_IC
.
2 10 D R D. LIO 2 10 D R LO
A P .2 Q 6° .C. P.T 2 X I °O,
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F O 5 Y5 M YT US MF FLO R U FL O S T M T S MF .
S TE B
55 FR
STAIR OM. p
6
2 X B RI G LL EL
2 4 B AM G ALL EL W
FL OR RU 5
ELEV. S T B
OF'G. CHIM. F 00 TR 55 YS FM YT 5 M Z.
T S MF .
OP'G.
4
Rt _________________________________________�
S TE B
T 55 F
F
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00 M Y M F S M LO R 5 5 TENBY RU S R. 5 Y 8
BY M 51
R. T S M
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w
.G 5r EL M. EL W
SECOND FLOOR FRAMING PLAN
ELEV.
OPG. fl-C OR 0 5 5 T B TPJ 55 IFR FL O 55 5r TU 8 TRI SS VIFI. _ SCALE I/4" = I'-0"
00 TR 55 5Y5 fm 3y 1 5 M R. FLO R 1 ZU5 S TE B TPL 5 MFR. CLAIM.
OPG.
505
__ __
99�1•
.4 �o
J� tS
FIR5T FLOOR"FRAMING PLAN
130 MAIN 5TREET,05TERVILLE
zd� DAVID 4 CYNTHIA PARRELLA
SCALE A5 NOTED APPROVED DRAWN BY D.O.
.�, DATE JUNE 15,20071REVISED
BARNSTABLE HARBOR VENTURE5.INC — OL50N DE51GN A550CIATES
P.O.BOX 4A3.5ARN5TABLE.MA.0263: - 55 ELM AVENUE..HYANNI5.MA.02601
508-362-0895 - 508-775-0300 deendee n on.net
DRAWING NUMBER
FLOOR FRAMING PLANS 5_2
K1 1.
X X X
I I
I
/
m
d O
S X4
POST DN __ __ th
__
_
3 D RM R O. LV B_ BE O .B LO 2 (I s C. 16'O. /
O
. TP05t DN
m
O O c O O O
N N X 05 1 °0 N X Ds I `O C. N N
• I PP'G N N N O N N 4 - /6
N
2 I RI [E D.
X I Ij O.
s
� O
p2 X 105 C.C.
2 1 Q 1 6'D.0 O O
O O 2 2X 0 N N
8 y = X 12 PJPGFIOD. o .I oPc.N X Os I O.°
• �� N O � O N 2 2X O 6; .
2-2X I li
w
x O O N
p N 22
N N
N
DO ER F/KO! Y BU T UP TUD
'OR H 1 00 BE OW Izl .
- I O H OF ELI W
2 ✓9 1 O
V
0 2qo
Iv o�
} O
N
4 g GARAGE
_ROOF FRAMING PLANS
SCALE 1/411 = I'-0'I a
0 1
i
2 n
/
Ztlo 130 MAIN STREET,OSTERVILLE,MA.
DAVID 4- CYNTHIA PARRELLA
/sa 5CALE A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15,2007 REVI5ED
BARN5TABLE NARBOR VEM BL M AURE5,INC. _ OL50N DE51GN A55OCIATE5
P.O.BOX 483,BARN5TAE. .0263 - 55 ELM AVENUE.NYANNI5.MA.02601
\ SOB-3G2-8885 508-775-0300 &s —n nran.
' DRAWING NUMBER
ROOF FRAMING PLANS �j_3
r NJ
.. D'ftC.uNE
RIDGE VENT W/
BUG FILTER 2 X 10 RAFTER5 @ I G'O.C. .
2X 12 RIDGE 5D5. W/1/2'PLYWD.5H7G.4 ARCHITECT
A5PHALT 5HINGLE5 A5
5ELECTED
r12
4.5+- I—
2 N 4 5TU0 WALL BOIGD ..
5TAIR 2x4 HGRS. OUf 2'-0'®IRON GA91L
TOWER - 0,
..
12
15+- I - TYP.PROVIDE'ICE 4 -
r — — — — — — — — - ylq, zxeae2 JorsTs WATER'FLASHING AT
®Iso.c. ® so.c-R--- ALL VALLEY5
I
I
_ I Od' 3'-IP R-30 n.D.IN511L
lK nOR w9 PROP06t VEM
/ BM'a. TTRLPL afL- ®SUJPED af15. - ..
Irz•GYP.BD.ON I x 3
P.T.4 X G ��_ _ _ —_ ®2• D.C.
WD.POST
TYP.2X6 BEDROOM -
EXTER.WALL P z-o' F PORCH 2—Irz• d - 2'-0' •o
I nmR.lasT TRusss EXTERIOR 2 X G STUD WALL5
RUBBER ROOFING : srnEJn w/3H•
OVER I/'CDX ON 5uB RR.GwcD.salErmn BATH/W.I.C. 2 X 65 @ 16°O.C.- I/2'COX OR EQ.SHTG.
2X85 RIPPED DOWN TW.BROG.MID 5M _ TYVEC OR EQ.-2-2XG PLATE-2 X G 5HOE
o ;. a
_ R-I B MIN.IN5UL.-1/2 GYP,BD.@ INTERIOR
W/5KIM COAT
§ 2XG HALF 0 .
_ WAI:J—_—
Tmrx an.- —YPICAL-
P.T.2X85 W/ ice , Irz•GW.BD.ON I x3.. ALUM.DRIP.-
IX4 DECKING 02'-D.c. - FIBERGLASS IX8 FASCIA BD.W/
ON 5LEEPER5 STRUCURAL
33•-I I s/sr - COL. ALUM.GUTTER- I X 12
I _ 33.s•3z• VON IT B 8 FREEZ BD.
- 21'-55(3Y I'.31/2• - '
§ _ PORCH PORCH -
IC-) IM2'
TYP.2%G .: LIVING/LIBRARY - HALL/BATH WGLL
' EXTER.WALL - ¢
A PIOOR J06T TFU995 _
S9Tpn w/9M• i
5uB R2 GW D s 5LREwID
Tw.BwDc.MID srAu
P.T.2X8s W/
IX4 DECKING -
qEMU R-15 MIN.IN5UL. Fm -
MIN. RN GRAD[
I _
TYP 2X 6
EXTEK.WALL
1 zr-s• 1 r-s• 8'THK.COMCRETE FOUNDATION
I TT. N
W 2-#5 CONT.TOP
O
zxs BexRING I G"W.X 8"D.X CONT.CONCRETE i
wAus
- 1 FOOTING W/2X4 FORMED KEYWAY
. TYRCAL-
3Irz mN.mxc.suB
I
_ 8'THK.BY I G°W X CONT.
3•ax Ir sirJr uxwsTURe®wn KETED CONCRETE FTG.
roonxrs
4 i
' I
�I
1
TYPICAL FRAMING SECTION
130 MAIN STREET,OSTERVILLE,MA.
SCALE 3/8" = I -0" DAVID 4 CYNTHIA PARRELLA
5CAU`- A5 NOTED I APPROVED DRAWN BY D.O.
DATE JUNE 15,2007 REVI5ED
BARNSTAME HARBOR VENTURE5`NC' OL50N DE51GN A55OCIATE5
P.O.BOX 483,BARN5TABLE,MA.02G30 _- 55 ELM AVENUE.,HYANN15.MA.02GOI
508-362�885 508-775-0300 olSD vrnl.net
DRAWING NUMBER
TYPICAL FRAMING SECTION 5_.4
V
24' 24'
RIDGE VENT W/
BUG FILTER _
2 X 12 RIDGE BD.IF I `
2 X 10 RAFTERS @ 16'O.C.
FRAMED W/2 X 105 -
OR OPTIONAL ROOF TRU55 _
5Y5TEM BY TRU55 MFR. '
I X8 TIES @ 16'O.C.
ROOF 5HINGLE5 TO -
MATCH HOUSE 5HINGLE5
E SOFFIT DETAIL TO MATCH HOUSE
W/50FFIT VENT
2X 65TUD5@ IG'O.C.W
_ 112 CDX OR EQ.@ EIQER.WJ
STONE FACING-WALL HT.TO
MATCH WALL HEIGHT @ HOU5E -
S 12' �5 /2• -
4'THK.CONC.5LAB
Ir
BRICK5HELF p _ .... .s .....
12'THr,X 4'-O'H.
' CONC.FDN.WALLS
I'-8"X 8"X CONT.
KEYED CONC.FTG'S.
TYPICAL GARAGE FRAMING SECTION
t
130 MAIN STREET,OSTERVILLE,MA.
DAVID 4- CYNTHIA PARRELLA
5CALE A5 NOTED APPROVED DRAWN BY D.O.
DATE JUNE 15,2007 REVI5ED
BARNSTABLE HARB02 VENTURES,INC. — OLSON DF51GN A550CIATE5
4 - P.0.50X 843,BARN5T.LE,MA 02630 55 ELM AVENUE.,IIYAN11I5,MA.02601
508-362-8895 508-775-0300 dsorNes I,:an.nd:
DRAWING NUMBER
GARAGE FRAMING SECTION NUmb
� t • r r
J
I
I �
I
I
k�c
I b&
6O7
o,.
o i �
D D
•
M
. . a� GENERAL NOTES :
10 • ,..-wr! moo_.
SI7� 1.) LOCUS AREA IS COMPRISED OF
• • • ASSE590R'S MAP: 165 PARCEL 74-002
• "{` M L. tiit # LOT 3 O PLAN BOOK 013 PAGE 26
DEEM 800K 21681 PAGE 176
• .or, OWNER: DAVD O MARGARET' Mi W
26 BEACH PLUM HILL ROAD
it. � OSIERVNIE; MA02655
2.) PRIMARY BENCHMARK : REFERENCE POINTS FROM TM OF BARNSTABLE
: GJ-% MAP 1165. MAT M. NGVD 1929)
PROECr BENCHMARK : CONCRETE BOUND AT NORHTFAST CORDER OF
245't LOT 1 EIEYATHON - 43.98'
llTatt B 1► ?' '�� �^ -
L US MAPScale: 1" = 20W �" E 24,.,o — I s 'T'+3'�, 3.) ZONING INFORMATION
N 84'29 _— COMPUTATION LINE ZONING LxsrRNcr RC
� � t
WATERLINE DIGITp FROM PB. 353 P �s• f �
. OVERLAY OISTRK.'TS: RPOD Remurc. Prol«.ft *soft DI.I►iat
�- G. S 1 AP Aqu w Pr°E°cb°n Owft Moo
MINiIMUM ZONING REL1uRE EMS - RC O RF-1
- O MAN. LOT AREA - 87,120 S.F. (RP00)
W F 13 CB DH FND _ _ � I� ""_ - - - - �, F / MIN. LOT FRONTAGE - 20'
— _ - _ -Vic- _ , ,
� Uj MIN. LOT M70TNH • 100'
- - -- - - - - - - - - - - - - - _ _ — - / MON' VARD - 20' SDEO REAR YARD 10'
- - - - - - - - -_ - -�- - - _ _ - - - - _— _� WF—9 MHNwnM>r ZONING REQlNRE11E]VT5 - RF-1
_ _
- - _ _ - - - - - _
- - - - - - - - �- / - _ - `\ / // s✓J ' • O MIN. LOT AREA - 67.120 S.F. (BFPO)
_�/--- /�Z AWL LOT FRONTAGE - 20'
MIN. LOT WDTH - 125'
FRONT YARD - 3fl SIDE O REAR YARD - 15'
, i j�� / 4.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THiS SITE F DEnWNEDD
-fR \ \ EcE rq - - _ - / ,'�i i / //// / / �j� ro BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS.
= _ _ -1J--1 t- \ \ \ \\ \ \\ \ rE0 wE / _ ,/ / / j E ,�7,46' S,) THE PROPERTY LIE W=IA11ON SNOOH Is BASED del aNENT AVMABIZ RECORD
,� _ _ _ - _ ` _ 871 'sQ / _ �\ \\\ \\ \ \ \ lCA/vD - / / _ = _ _ �- I �/ /i // /// / /// �vJ N 7q'yg'01' WORMLAT1ON OONWING OF PLANTS AND DEEM
N - _ - - / \ \ \\ \\ - \ \ - - - - / '' _ THE DO W M&AKNITS AND K IM FLAGS.WM HEREON MERE OBTA9ED FROM AN
_ _ _ •��+ \ l ' of THE GRaIRn FEIn sLEY PERFo111En By BAx1ER O NNE ENC/EDOIc a 9LNVE1Nc
SAP►PE <:A�iT�R - Z0.93 FROM SEPT 19 DROLM SEPMNIER 28 20K
SF- -• _ \ \ \\ \ \ \ \ ` _ ! - _- / �_/ �- �� - //// // /� / / / �'�//�'�j� •• ALL OTHER FEA TOPOWIIPHY AND PETAL 910M1 IS FOR REFERENICE ONLY AND S
,•� o Q.015:1E 46RES_ _- / / / \ \ \ \ \ \\`\ \ \\ \ ` _ — y�-� / / / _ ,/ / // / / / / / / / / .• �- - - - CIS WaWTION1 OBTAINED FROM THE TOMN OF BARNSiABLE US DEPARTMENT.
CV
/ �� \\ \ \ \\ \ \\ \ \ - ' - - ' �_ �- / / / / / •• E) WETLAND FLAGGING PERFORMED BY LYNN HAM.YN ON SUMI ER 25 O 26, 200&
2 cV _ \ \ \ \ � ` / / // / \\\� \\ \ \ \ \� _ _ - _ / / _ �_� • / / // , / �/ / / •• �- LOCATION OF BVN� OONF7RMED BY D►A-OBOB6, SSUED NOVEAIBER 3, 2006.
_ ___. -� 7.) COMMAWiY PANEL MIMDER 250001 0016 D
\ \ \ \ \\ 1 192t SF \ -� / \ \ \\ \ \ \ \ \ \\ _ - - /�_ i ' / / / /j j / •• THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES
\ \ \ \ \ 2 ACRES / /
- _ \ \ \. \ \ \\ � / \ \\ � - - - � �r - =T � � _ � �� %// / �• � � � � •SITE DOES NOT APPEAR TO BE WITHIN AN A.C.EC: (AREA OF CRITICAL ENVIRONMENTAL CONCERN).
_ _ _ _ - \ \\ \ \\ \\ \�\ \\ \ \ \ \ \ \ \ �`_ --� _ - - - I - ' •• d` // �� SiTE DOES MOT'APPEAR TO BE WITHIN AN AREA OF MUTED H AWAT OF DIRE WILDLIFE
PER NHESP MAP OCTOBER 1 2006 'ETTM41TED H AWATS OF MAW
FOR USF MITH THE W MERJINI06 PROTECTION ACT REGULATHON SLS po CMR 10).-
\ - - _ \ \ \ \ \ \ \ \\ \ \ / - ___ - - - - - - - - - .• - r'�' Y - OC OBER 1 2006 VERWY. P004S.-
Q' •SITE DOES NOT APPEAR TO CONTAIN A COMM VI7tNML POOL PER MOP MAP
LOCATION DA1rF--i/# -- - — - - i x x _�� II �� /� -SITE
DOE H�A APPEAR ro RE BE N�IiHOI A PROM HABITAT PER N E'SP MAP OCiOBER 1, 2006
Q RA SPECO FOR SPECES UNDER
\ \ \\ \ \ \. \\ \ \ \\ •\` \ \ \ ` \ \ \ \ \ \ / C _ --� ` ��f / I I �. 6 4; THE MASSACHUSETTS END%NGERET) SPECIES ACT, REGULATIONS (321 CMR10)
CV \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ G` PROTECTION PROPOSED PROTECTION AREA
�` SIZE 6 NOT M�iH IN A STALE APPROVED ZONE / GROUND MaIER RECFNRGE
\\ \\\ \ \ \ \ ` \ \ \\ \ \ \ \ `\ \ \ \ / / I I i O SEPTIC CONNECTION `v 9.
\ \ \ ` \\ \ • �` I Q�' / •THE OONTRACiOR SHALL CONTACT DIG SAFE(AT 1-8i16-DIG-SAFE) AND URM COMPANIES TO LOGITE
\ \ \ \\ \ \ \ \ \ \ \\\ \ \ \ \\\ \\\\ \ , I I _ _ _ _ / ALL WING VIIIJIES, AT LEAST P2 HHM PRIOR TO 1HE START OF CONSiRUC1101d. THE LOCATION OF
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ I ( _ _ DO W UNDEMGRO I D NTIAS7RUCW UMITE'Sr CO 0=AND LEES ARE SI MNI N AN APPROO W
MY ONLY, MAY NOT BE LHM/iED TO RM SHOIM HERE>wH AND HAVE BEEN RLSEA400 BASED ON THE
I W. OUT-M.1 ANMABLE UMY REL'01It-9 NOTED HOOK OK THE OONiRAt.'TOR AGREES TO BE FULLY RE'SPONlSW FOR
ANY AND ALL WAKES MFi M M RIT BE OCGISIONED 8Y THE CONI TIOR'S FMVIE TO LOCATE SAD
\ I G F `\ `\ \ \ \ \\\ \ \ `� \ \ \ `\ \ \\\ \\\ \\\ / ' E / / /ERISIRU W AND UTL M EXACTLY F FIELD m m0N6 LIFTERS FROM PLAN WMIATION, 1HE
\ \\ \ \ \ \\ \\ \\ \ \\\\\\ \ \ \ \\ \ \ \\\ �\\ -�G N •/ / LN ll, , _ / CONm Cw 91A L NOW THE ENGNEER EWRY FOR POSSIBLE REDESIGN.
\ 0,
. ' \\ P�ROPosED
CTRIC
\ � PROPosEO i
WATER SERVICE I
\
7/V \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 d \
O \ IN,\
\ SIZE LAG110N
�S\ 130 Main St.
Osterville, MA 02655
PREPARED FOR
FR M p 5
B. \\ \ \
3 3 \ \ \G. 51 \ \\ \\\�\ \\ �,\, \ David & Margaret Wive
\� 26 Beach Plum Hill Road
CB wAT�,SERVICE M: Ostervllle, MA 02655
FND \ \ \ _ _ `�\ \\ \ \� \ \ \ �\ \ \ \\ \ \\AS PROPOSED
\ \ CB DH EL. — 43.98'
DATUM T.O.B. GIS TiRE
\ \ \ \ \ \\\ \\ \\ \•\ CB DH FND
- \ \� \ \ \\ \ \\` \` \ PROPOSED SEPTIC CONNECTION PLAN
Q
kp <el \ \\ \ \\ \S�' \` \ \ \\ `� y \ BAXTER NYE ENGINEERING & SURVEYING
AL AL \\ \ \ \ \ \ \ \ \ \\ N \ \
I 1 I iI Registered Professional Engineers and Land Surveyors
\ \ \ \ \ \ t I 1 78 North Street 3rd Floor, Hyannis, Massachusetts 02601
\ \ ` Phone - (508) 771-7502 Fax - (508) 771-7622
CD I \
D.E.P. File #SE 3-4634 \ 20 0 20 40
CONSERVATION NOTES: SCALE IN FEETSCALE. 1 20'
1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED
70 PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. \ g5
2. OMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTiL Zug ,► 7 MME 1o/2/oe Moo gPnC t QECTRIc lv s sE
COMPLE17ON OF PROJECT. 6 S w 2/26/oe mw SME&OWSE I==
5 SW 2/15/08 MW SFPIIG t AM 09116E
3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. WF—9 ,�` DATE: 412%7
4. PROPOSED LEACH �PiT FOR POOL DRAW DOWN — 600 GALLON ' G�`
LEACH PIT WiTH 2 OF STONE '` us 3 SW 114 SW /1/07 Moo F10I ADOR IlE,Nim
�4 o1
5. POOL DISINFECTION TO BE BY OZONE INJECTION OR APPROVED EQUAL ,�I/�
�crst�K 2 SAw 11 7 IEIASE HM POOL t MAILS
b 1 SW 6/19/07 ADD MATH!SEiIiiR TO POOL mm Cmi
\ NO.I BY I DATE REMARKS
b i o-o'1-08 DRAWN 0Y. MCL IDESIGNED BY, MCLICHECKEDDRANIK MIMBER
D
i
0
0: 2006 06-038 CML lot 2006-038WP—LOT3.dw
2006-038
,
i
„art•'• h. . -- .. .. :.,
.•„ .. , , r. - Allan {.. ,r1•,
. - GENERAL NOTES •
4 1 • { 6•
1.j LOdlS AREA COAN'RISED OF
7
) ASSt�90R'S MAP: 1� PfARC�]: 4-002
PLAN BOOK LOT 3 O 613 PAGE 20
y .. i.. ...
'e+;: +rw{r;7 ,,. - Y r, „ � _ ,i i✓^. P.^y _a2r dvjta ..
• -'• ..-."?.t -ems}. •, :' ,��.:'.^skn >,� +�e3°i'4'7.a+ „ Y ,,:,..:'w �. _'f - -
DEED BOOK 21681 PAGE 175
a5.
t ✓< f
4 :r
„ , OMIT OA C• C1M11N PARREIIA
'� r ,.... .l. , .i /{,... '..f'r.„
J n scuDDER LANE P a BOX 1211
.•� '"` 45'.• 3.,. .. rx'-. '„7r'�;,,�'r; r ::.; .�j.-,..,.i41.Y ,-, -•
W&WAR& W 02630
. .,• '1-'n,.,,.. t a'.'t.... r"� ♦ ,?.� .ggf�i'..r .,. h.Y <. s1., r. _ : ..
tm
F
.t 5 ♦ h. .t tt
PRIMARY �NCFBMRK . RENCE P�ONIiS FROM TOgN OF• . , r. _... ,r. 6ARN5TIIBLE
s..a . e
us MAP 18.5. lUAk NGVD t929
�.. `I' PRo�r.r efNCF,awrMc . COI�REIE BOUND AT NORH1EASr CORDER OF
<. y
�ll/�
.� � 1 ELEVIATKIN 43.98'
r�y',• sW-. .. ,. .. .4A.i :l. ...Y .v v y .M1•, ,.c 1. * .P s ..{ , Z
.F 'YAP .. ,HA•:.,..,.^ y' +w :..Ni,. :,$..,. YS,; �,^-y .i+e ..,n - ., ., ...4,r. ., •e....N:•.r-• ,7..n.,., 1. _;. � ..J.., ,., Z;..r. x. u r,.:5• .. ..Jrb ..... .,.�, •.r' Vr. _! � - � • -
241.10
77 4 , „ j ZONMG NMOINMIIOM
48 E 29 -
L U M Ca @ 84 ON U � E _ zoNNi1G aS►RIcrS: RC
E NGiTi•ZED FROM F CpMPUTA�
• %NI A TERLI N 8. 3 S3 P G• ovERUY oISTRIcTs` RPoo Re.our c. Prvbe6ton 01 o1�1ot
- 51 a,1�
AP Aquifer Plots m 0II MMct
_-___---- ..--•� .� zONrNc -• RC a �1
1NNNA1181 REI�15
— 6'0 mK LOT AREA s sz m S.F.
WF 1 ,J , I -
__
CB DH FND - __._ ---- --�� ___.� -- __ mac- � -
„ — _...- — .._. — — �_-`__ � � � � FRONT YARD - 2(r SIDE a REAR YARD = 10'
- ) 1�, _
_ - - 9
_ / _ AQANJY 2ONIG REgl1IDEaE1V15 RF 1
•--- ------ --._ _ -- _.`?�` _�.�1-- -_ __ _ -••.- _�nc,�= ,_._ _ ;`�� _ _ �"�.� _ .--.� � � � �C f , C, MiN. Lar AREA - arlao sF: (r�Pooj
_.__•_ _i MNV. LO?FRONTAGE 2o'
f "--r— _ s
-� .�� ....�_. � _._J _ -- _ \ ',1�. � f� 9 MN.'gar wiDn� 12s
(1�` ! FROW YARD - 3n� SIDE a REAR YARD - 15'
C-So \
4�j A 1111E SEARCH HAS NOr BEEN PERFIDRIED FOR 1FNS SRE: F DEIERMNED
""` / TO BE NECESSARY A WLE SEARCH SFKL BE PERFORMED BY OiFN:RS-
_ _ r _ \ \ � _
_ _
�3
M _ -\ T _ 45
_ _ -� -_ \ _ .- % i r r' / / » TFE'PROFM LIE W MA110N SF10a1 IS BASED ON Ot RENT AYALABE
_ — tIPLAt�► ► / ---- \ \ `\�,��`' - W �/ - f r 'f/ , y '01 E 197 �j
M — — - -- /� — —\ �\� \ \� Np - — !'"-- / ,�' �` 9 49 NfdIMAlI0M1 ooNgsllNs of PLANS AiD oEEos
N - 87,120E 5 ti\\,,\ \ .! _. / 9 N 1FE DQSIN6 MOMJIE111S IY�D rEiLN�D FLAGS SNOIDI Fdil1IE OBTAINED FROM AN
X
N X G _ -� `�,� ,• � / ----. \ \� `\ l .' / - .- '/ kJ t'(�j - • ON 1FE MUD FELD SUM P�BY&V=a NVE DOM=a SIRlVE1�NG
11�TOR �r — _. `'� . \ t \ \: \ \ �,. -_.. ,�• _.,_ q •-�/ •� • -•-- ,.. r,� ...-- ,, / �,.• � / � � / / / � FRi011 SEP1Ea�R 19 1Fi1�0116N gP1ElM 2a 2000�
0,0
�yq�( •C _ t \ ., -\ ,- — -_ / -"'" f i / / .� ' �/�(f� ALL ORER FEAit1 1�OM NY AM DETAL SFIODI IS FOR I MY AND IS
ail •_ \ \ \ \ ^� \ / / ,
QS NEaB1AT1011�TANED FROM TFE TDMI of BARNSTABIE GLS OEPAR11E11T.
/ PROPOSED /A� �.) wEnAND FLAGaNc Pmmwm/�/ �� :eY LYNN #waYN oN sEprrateoe z a �, zooe.
N n •� •\-�, ;' /Qi `� \\ `_ `` ,` ` \,_ •,_ 1 „-• -.._...:" ..a" �• ✓ .,r. I, ,....•- ,.i•• ✓ ,,;,,,,...•� „i^"� I ,.. ., / , . 1 0,3 C0111F11{�y
ZE SC PE-'`
... � —\ `\. \, \. - �.-_ / / / j .�3�� \ \ .,.� -,.. � `` ..,_.�. _.._ �.. �T�^�„ ,...., _.... .-- / ,-�'"� / // ,.- x LocA�aN of Bow BY Ix-oeoee. Issue NaEwBER 3, zoos.
`\� \ \ �•• ' \ \` „` ,` \ .._1 J V� - ...✓" �- ' ✓ „"-�"..�r+ -' �� I. I / - �- / • „i• ,WALL -
2 N \ 0.28t�1CFtES / J / 7.j OOLANN�NiY F'�MEL Ml1iBER: 230001 0016 D
— _ \ �\ �L`w 7 THE f1O0D /1SURMNCE RA?E MAP DESKS TENS ARf/l AS ZOFIES
91\ \ HEIGHT VARIES)
•--._, '\ ' . ` r{� 1 \,, �. '�•- '�,. - .•"'. r, /� ;,." / - / ram{ •
\ ~` µ• /� �:. 3 2 t J_ "„� '\. :\ �" •V -�•-� ✓V .ram' -� �' /'� ✓ «"' V
X
..._, -•: .. �" •-.. 1., -.._. .r .._.. ..-- _..-- ....• ..-• / - • . NOT APPE7IR TO BE NATFMV AN A.C.EG OF ENVNC�IOrfAI CONCERN�_ qy ! $IiE DOES (AREA CRIiK,�AI. }.
\ \ � \. \ _ ••\, , .. _ ,` -.-. -- -- _.---� -- -- ,�.•..... -- -"'•r„-..- -~ , „..--.- .✓ ,:.. -•- ,- ,� r-- f ;-•' ._ .:.ti;'•.: ..,. •SUE DOES NDf APPEAR TO BE MiFDI AN AREA OF ESIBUTED FMaiAr of RMRE NIN.DLEE
\ \ \ �\ , �--_._ _ ,- - , . - ,..• PER NFN3P MAP OCTOBERR 1 `•006 'ESiiMATED FNBRATS Of NALOL�E'
-_. -.. \ �\ '\ ,......_ ..:.- �-- .�--• a.- r . -_.. Fi7R USE INM THE MA N►ETIJNDS PROTECTION ACT RECRILATKl1� 310 C.ARt 10).
;, / •SRE DOES NOR APPEAR TO CONTAN A COMM VERNAL POOL PER *IESP MAP
\ \ \ _ _a
_.. '``�-•-\,� �. � / ;._ _ ..- y- . - ._.. occI 1 zoos vER1�w. Pools..
•
\ I
./
\ R'r�WELLR r /
_ \ \ 3. �•., _. � p _ tK S11E`DOE'S Ni0't APPE/iR r+ wnFNN A`PIMOF"^' rc .iFESF' MAP OCIOBER 1. zoos
\ \ \ 4r- T OF�- \, V K 'pRW1Y HABITATS OF A2EC1Er FOR ., t
\ \ \ 43,1 1 6
-.n . .._•.,, \ ,. \ -\ �, 1 THE'w1SSACFIusETTS E:.. RED SPEaFS., vS 321 CMR'10
\ \
,
\ 1
,
_ \ . SIiE IS NOT INIII MI A S'DITE APPROVED ZOIIE N Q+:•trnw Q11ER RECFMRGE
4z,3
\ \ d o
CV
\\ \
9.
11k _ \ O
t
� � r
W `\ \ � ,6 � •nE Od!'iRAC1at sFW10QITACT D16 SAFE AT 1-�b-pG- MD uMY OOIPAi�E'S 1D LrOCAiE
=- `�\ \ \ \ \ X a ALL EaQSING AT ffM 72 WNS PIMP M TIE START OF CODE RIlCiKK I E L1109W OF
\ \ \ \ p 1, _ EMI M uIDEJN,W ND WIftIRUCI 00lDINTS IMD LNES ARE SFIOMN N AN APPRO)ME
\ ? \ \ _ _ L ulurQ,
\ � _ .
�\ X
\ \ \ p srrr ONLY. MAY NOT BE LNINIED TO TFDSE SFIOMN FNJIEII AND FINYE BEat I�sFAROFIm 9aFD ON TFE
�` \ �`\ \ \ \ \ � \J �S l � AIwABLE unm►REDOROs No/iFn FER6o�l nE aoNIRMCIar A6�x l0 6E FULY R6PONS�F FioR
\ \ \ \
7 NN AND ALL 01WM 111011 Wff BE oocASioNED BY TFE aMORACIOR'S F7NUE TO LoaTE SAD
` � NIF1MlSiR11C'l1ElE AND UiNJILS EifACILY. N''FN1D OOIDiIDNS DBFE1sRs FROM PLAN NNORINTIOM, TFE
�/ X
\ � \ \ " \ � �` \ \. �`\ • \ �• \ N' O j, . ,,� OONIRIICIOIP SHALL N0'IFY BE 016NEDt YEDIAAIFLY FOR P06SN><E f1�E516F1
6,
\
•.
o cc,
0Alf' K
1`I' R ,�
\ 7 , �2 c o x 46.0
.. 4 ,6
\ \ \ \ w.0�iro 6 1
WE L=WN
'PROPOSED
130 Main St.
\
/ � \ \ � '�, 1 , .- i _ ELECTRIC CATV TEL. '
\ \
SERVICE OSterv�lle, MA 02655
\ \ \ �
\ \ `, • - •.. \ � \ K PREPARED TOR
ell
OVE
\ DEC \ � ;/
PROPOSED
Barnstable Harbor Ventures Inc.
\_ _ _ , \� \ \ \. \ \ — c \ x 3,7 I
P G. 51 �. '� — \ \ �. �\ \ \ \ x 4 P 0 Box 483
\ � � \ � • \ \ \ \� � � \ VICE
CB D - �` `\� \ ` ,1
, \. _ \� .�... \ - Barnstable MA
FND
TM
Y_
. .a,_ \ \ •,.,,, -ate_ \, `. ti
��� CB DH EL. 43.98
x O, DATUM
T.O.B.TU s
� - KIETLAHDs.PERMIT PLAN.. ., LOT 3
\ \ \ P 0�
\ v v \ \ vv v,`�
f'
\ y v BAxTERNYE ENGINEERING &
y v y ys� 4 s SURVEYING
ti� SSE
\ \ \ �►
Registered Professional Engineers and Land Surveyors
\ i ►�
-n a 9 78 North Street-3rd Floor,Hyannis,Massachusetts 02601
I Phone . SOS 771 7502 Fax 508 771 7622
rn
r -n /
CD
40(�I
44441
4
X20 0,
20 40
D.E.P. File ME 3.4634 � �, 03 2,o �
� SCALE IN FEET
l BISTE�
CONSERVATION SCALE 1 — 20 ° s
IONAL
3 REQUIRED
�Z j
1. NO WORK IS TO BE DONE UNTIL FORMS A dt B ALONG WITH REQU
COMMISSION. 3r
TO ERVATiON I
., PHOTOGRAPHS ARE SUBMITTED CONS � � ` / �•-t ro
I
2. LIMiT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL 1 I
COMPLETION OF PROJECT. � • I . 'l
/ I / DATE: 4/2%7
0 3. ALL ROOF LEADERS TO DISCFWRGE TO DMELLS.
-� �F 9 X •
I 8,7 2 1
D � r /
4. PROPOSED DRI FOR POOL AND PATIO AREA TO BE 1000 GALLON
J 1 #5.3
LEACH PIT WITH 2' OF STONE • LEACH PIT FO '
�I ' J A''AA
fir/ � ,
J ' yl(L - : /
5. POOL DISINFECTION TO BE BY OZONE INJECTION OR APPROVED EQUAL � POOL' DRAW D WN _
1 ,� 1 SAW 6/19/07 ADD NATQt & SEINER TO Pi001. HOUSE 0
N0. BY DATE REMARKS
)0
MOM NUMBER
i
0: 2006 06-038 CML lot 2006-038WP—LOT3.dw"
�'0
2006-038
s
i
i
SOL LOGS Pe 1%450 DATE 101tV2006
BARNSTABLE
SOIL EVALUATOR: BOARD OF HEALTH AGENT:
STEPHEN A. WILSON, P.E. DON DESMARAIS
TEST PIT #5 TEST PIT #6 TEST PIT 17 TEST PIT 18 LEACHM AREA REQLNEMWS
G.S.E. = 44.0' G.S.E. = 42.6' G.S.E. = 41.5' G.S.E. = 44.0' NITROGEN LOADING LIMITATION: NIA CONSTRUCTION NOTES:
0" 0" 0" 0• RESIDENTIAL 5 X BEDROOMS
x 110 GPD/BEDROOM 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE
FILL 0 0 0 WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,
20" ELEV 42.3 3" ELEV 42.4 3" ELEV 41.3 7 TOTAL DESIGN FLOW = 550 GM 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY
GARBAGE GRINDER (NOT INCLUDED) - N/A LOCH. RULES & REGULATIONS APPLICABLE.
Ap; 10 YR 2/1; SANDY LOAM A ; 10 YR 3/4, SANDY LOAM A; 10 YR 3/3 SANDY LOAM Ap ; 10 YR 3/3, SANDY LOAM 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY
• » » 12" (ELEV 43.0) PERC RATE _ 2 MIN, / INCH (CLASS 1) THE ENGINEER. ELEVATION INFORMATION, ,�, TME�ENGINEE�R. CHANGED
26 ELEV 41.8 8 ELEV 41.9 12 ELEV 40.5 ( LIAR - 0.74 GPD/S.F.
B ; 10 YR 7/3, SANDY LOAM B; 10 YR 4/6, SANDY LOAM B; 10 YR 6/4, SANDY LOAM B ; 10 YR 6/3, SANDY LOAM MIN. LEACHING AREA OF SAS. REQUIRED: DEEM SCHEDtA.E ELEVATION
550 GPD/ 0.74 GPD/S.F. = 744 S.F. MIN. 3• WHEN CONSTRUCTION Is COMPLETED NOTIFY THE BOARD of
48" (ELEV 40.0) 18" (ELEV 41.1) 20" (ELEV 39.8) 18" (ELEV 42.5) TOP OF FOUNDATION 45.0 HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST
48 HOURS PRIOR To BACKFIWNG. THE SYSTEM sfuu.l NOT BE
5- PLASTIC LEACHING CHAMBERS SEWER INVERT OUT OF HOUSE 38.8 BACKFILLED UNTIL INSPECTED AND APPROVED.
C ; 10 YR 6/3 ; MED. SAND C, 10 YR 6/4, MED. SAND C1; 10 YR 5/1 ; STRATIFIED C1; 10 YR 5/3, STRATIFIED WITH 4' OF STONE ON SIDE do 2' OF STONE AT ENDS SEWER INVERT INTO SEPTIC TANK
4. ALL SMITTARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40
FINE SAND FINE SAND
SIDEWALL AREA (44' + 12')2 x 2' DEPTH = 224 SF SEWER INVERT OUT OF SEPTIC TANK X2 PVC. UNLESS OTHERWISE NOTED HEREIN.
144" (ELEV 32.0) 144" (ELEV 30.6) 48" (ELEV 37.5) 50" ELEV 39.8 BOTTOM AREA: (44' x 12') _ 528 SF SEWER INVERT INTO DISTRIBUTION BOX 38.0 5. IF UNSUITABLE MATERIAL. IS ENCOUNTERED BELOW THE TOP OF
NO WATER AT 144" (ELEV 32.0) NO WATER AT 144" (ELEV 30.6) C2; 10 YR 6/3 ; FINE MED. C2; 10 YR 5/3; STRATIFIED TOTAL EFFECTIVE LEACHING AREA = 752 SF SEWER INVERT OUT OF DISTRIBUTION BOX 37.8 SAS (PEASTONE ELEh, EXCAVATE AS NOTED TO THE "C HORIZON".
PERC O 70" (ELEV 38.2) SANG MED. SAND SYSTEM DESIGN CAPACITY = 752 SF X 0.74 GPD/SF = 557 GPD S� INVERT INTO LEACHING TRENCH FOR
RE�CE C�iEAN S OF AND PERNG THE CMR 15.E"To THE
RATE= 2 MIN/IN TOP ELEVATION OF THE SAS.
CLASS I SOIL 144» (ELEV 29.5) 144 (ELEV 32.0) 500 GALLON TANK (MINIMUM) =1,100 GAL BOTTOM OF LEACHING TRENCH 35.5
NO WATER AT 144" (ELEV 29.5) NO WATER AT 144" (ELEV 32.0) NO GROUNDWATER OBSERVED TO ELEVATION 29.5 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN
LESS THAN 3' OF COVER.
PERC O 68" (ELEV 35.8)
RATE- 2 MIN/IN 7. THE SEPTIC SYSTEM DESIGN DOE'S NOT INCLUDE GARBAGE
CLASS I SOIL
GRINDER DISPOSALS.
S. CAUTIQNi THE CONTRACTOR SHALL CONTACT DIG SAFE (AT
1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL
EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF
CONSTRUCTION. THE CONTRACTOR SWILL DETERMINE THE EXACT
LOCATION. BOTH HORIZONTALLY AND VERTICALLY. OF ALL EXISTING
UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF
EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND
HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTDR'S FAILURE TO LOCATE THE
UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN
INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,
VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS,
TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH
PROPOSED,INVER'T5 PER THE ENGINEERS DIRECTION. T
- =mp ELEOF`FOUNDATION TYPIC SYSTEM PROFILE REOUIRCrOa sWw. PRESEI'.VE ALL` UNDERGROUND IITILRIES�AS
c �. _ REQUIRED.
n
_p
_. . NOT TO SCALE -
SET ALL MANHOLE FRAME do
COVERS TO WITHIN, 6" OF FINISH
PROPOSED GRADE = 42.0t E
= 42.0 FINISHED GRADE OVER D. BOX = 42.0t FINISHED GRADE OVER LEACHING TRENCH = 41.0f
COMPACTED FILL
:. 3" MIN.
9" (min) Cover ALL ONE INSPECTION PORT IN
.` 36" (max) Cover ACCORDANCE WITH
6" MIN. 2" LAYER 1/8"to1/2- MANUFACTURERS
INN IN- 38.5 10' MIN. . : DOUBLE WASHED STONE RECOMMENDATIONS
INV OUT- 38.2 FIRST 2' TO BE LEVEL OR GEOTE)MLE FABRIC 5 - CULTEC [TYPE]
INV OUT- 38.8 ;�. -' LEACHING CHAMBERS
Z •
PVC
INV IN- 38.0 :► 6» SUMP
Ile OUT- 37.8 CHAMBER INV IN--GAS WFLE -37.5
-•
REINFORCED CONCRETE � 6" CRUSHED '
'' S10NE BASE ` •► }� p/� SITE LOCATION
.r•.�C r •fir'.'•�•. •�: •.�,••�, t.'.• '•. •r:• •: »��f ..•tom:. _ SO wi• 130 Main St/
7.
DOURI
6" CRUSHED W 3/4 wAOsHED/STO E Osteryille, MA 02655
STONE BASE
t6OO GALLON TW"OWARThOT SEPTIC TAW -ISTR�SUTION BOX LEVEL eoT. STONE ELEV=35-5 PREPARED FOR
TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE EXISTING SOILS TO BE REMOVED TO THE "C Barnstable Harbor Ventures Inc.
SEPTIC TANK TO BE INSPECTED do CLEANED MANUALLY
5 MIN HORIZON - SEE CONSTRUCTION NOTE #5
HEREON. P.O. BOX 483
NO GROUNDWATER OBSERVED ELEV. 29.5 Barnstable, MA
12' SOL ABSORPTION SYSTEM (SAS)
FINISHED GRADE LEACHM CHAMBER (TYPICAL) I TLE
NTS
36 MAX.-9"MIN. ��������COMPACTED FlLL�������� WETLANDS PERMIT PLAN - LOT 3
2» LAYER DOUBLE WASHED ---t- TOP OF CHAMBER
STONE 1/8" TO 1/2"
OR GEOTEXTILE FABRIC `° PIPE INVERT BAXTER NYE ENGINEERING & SURVEYING
3/4" TO 1 -1/2" C4 24" DIST. UNE IN N ,
DOUBLE WASHED EFFECTIVE d' V_ Registered Professional Engineers and Land Surveyors
STONE DEPTH 78 North Street-3rd Floor, Hyannis,Massachusetts 02601
3/4 -1-1/2
`l' DOUBLE WASHED STONE Phone - (508) 771-7502 Fax- (SOS) 771-7622 ��ADF �
L40
4 S E TIO 4 2 2' 20 0 20 40
44
No.xatse
NOT TO SCALE SCALE IN FEET
FLAN VIEW cisT
PLASTIC LEACHING CHAMBER DETAIL NOT To SCALE SCALE: 1~= 20'
-6-7
01
I
00
a-
M
DATE: 4/20/07
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1 SAW 6 18 07 ADD BAFFLE, REVISE INVERTS (:E2
J
> NO. BY DATE REMARKS
/ DRAWN BY. MCL IDNIGNEDJRE
DRAWING NUMBER
00
rq
O
0: 2006 06-038 CML lot 2006-038WP-LOT3.dw
O
2006-038
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