HomeMy WebLinkAbout0170 EVANS STREET - Health 170 EVANS STREET, OSTERVILLE'
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Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street '.
Property Addressin
"
William Martin
Owner Owner's Name
information is Osterville ✓ Ma 02655 5-19-16 '
required for every
page. City/Town State Zip Code Date of Inspection
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way. Please see completeness checklist at the end of the form.
Important:When A. General Information (j
filling out forms Q#
on the computer,
use only the tab 1. Inspector:
key to move your
cursor-do not Matthew Gilfoy
use the return Name of Inspector
key.
B&B Excavation
!� Company Name
374 Route 130
Company Address
Sandwich Ma 02563 _
City/Town State Zip Code
(508)477-0653 SI 13640
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
❑ Needs Further Evaluation by the Local Approving Authority
_ 5-19-16
Inspector's Signature 'Date
The system inspector shall submit a copy of this inspection report to the Approving Authority (Board
of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or
has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the
report to the appropriate regional office of the DEP. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use
at that time. This inspection does not address how the system will perform in the future under
the same or different conditions of use.
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17
�D �S
Commonwealth of Massachusetts
f Title 5 Official Inspection Form
_ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town • 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:
® 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:
System was in working order at time of inspection. Tank was pumped after inspection for
maintenance.
B) System Conditionally Passes:
❑ One or more system components as described in the"Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Check the box for"yes","no" or"not determined" (Y, N, ND)for the following statements. If"not
determined," please explain.
The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally
unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
Health.
*A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is available.
❑ Y ❑ N ❑ ND (Explain below):
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street _
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
B) System Conditionally Passes (cont.):
❑ Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will
pass inspection if(with approval of Board of Health):
❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if(with approval of the Board of Health):
❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
C) Further Evaluation is Required by the Board of Health:
❑ Conditions exist which require further evaluation by the Board of Health in order to determine if
the system is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR
15.303(1)(b)that the system is not functioning in a manner which will protect public health,
safety and the environment:
❑ Cesspool or privy is within 50 feet of a surface water
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
�M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. CityTrown State Zip Code Date of Inspection
B. Certification (cont.)
2. System will fail unless the Board of Health (and Public Water Supplier, if any)
determines that the system is functioning in a manner that protects the public health,
safety and environment:
❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within
100 feet of a surface water supply or tributary to a surface water supply.
❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well**.
Method used to determine distance:
** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal
coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal
to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must
be attached to this form.
3. Other:
D) System Failure Criteria Applicable to All Systems:
You must indicate "Yes" or"No"to each of the following for all inspections:
Yes No
❑ ® Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ® Discharge or puding 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 overloaded
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than '/2 day flow
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin _
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. Cityfrown State Zip Code Date of Inspection
B. Certification. (cont.)
Yes No
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than,50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory,for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered. A copy of the analysis
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
❑ ® The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the
questions in Section D.
Yes No
❑ ❑ the system is within 400 feet of a surface drinking water supply
❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply
❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection
Area—IWPA) or a mapped Zone 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osteryille Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
C. Checklist
Check if the following have been done. You must indicate"yes" or"no" as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ ® Were any of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
® ❑ Were as built plans of the system obtained and examined? (If they were not
available note as N/A)
❑ ® Was the facility or dwelling inspected for signs of sewage 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)]
D. System Information
Residential Flow Conditions:
Number of bedrooms (design): 4 Number of bedrooms (Actual) 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17
Commonwealth of Massachusetts
L Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
i
170 Evans Street
Property Address
William Martin _
Owner Owner's Name
information is
required for every Osterville Ma 02655 _ 5-19-16
page. City/Town State Zip Code Date of Inspection
D. System Information
Description:
Number of current residents: 2
Does residence have a garbage grinder? ❑ Yes ® No
Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No
information in this report.)
Laundry system inspected? ❑ Yes ® No
Seasonal use? ❑ Yes ® No
Water meter readings, if available last 2 ears usage d See below
9 ( Y 9 (gp ))�
Detail:
2015-67,000gallons 2014 49,000gallons
Sump pump? ❑ Yes ® No
Last date of occupancy: current
Date
Commercial/Industrial Flow Conditions:
Type of Establishment:
NA
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:
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
D. System Information (cunt.)
Last date of occupancy/use: Date
Other(describe below):
General Information
Pumping Records:
Source of information: Pumper driver
Was system pumped as part of the inspection? ® Yes ❑ No
If yes, volume pumped: 1500
gallons
How was quantity pumped determined? Tank size
Reason for pumping: Maintenance per owner request
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):
t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17
Commonwealth of Massachusetts
L Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
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:
1998
Were sewage odors detected when arriving at the site? ❑ Yes ® No
Building Sewer(locate on site plan):
Depth below grade: 210
feet
Material of construction:
❑ cast iron ® 40 PVC ❑ other(explain):
Distance from private water supply well or suction line: >10' for town water linefeet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Septic Tank (locate on site plan):
Depth below grade: feet
f
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:
15009allons
Sludge depth: 8
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form = Not for Voluntary Assessments
q ,
170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is I
required for every Osterville Ma 02655 5-19-16
page. City/Town 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 14"
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 was in working order at time of inspection with liquid level equal to outlet invert. Tank was
pumped for maintenance after inspection.
Grease Trap (locate on site plan):
Depth below grade: NA
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
P
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Fora
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
- NA
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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17
Commonwealth of Massachusetts
W Title 5 official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City(Town State Zip Code Date of Inspection
D. System Information (cont.)
Distribution Box (if present must be opened) (locate on site plan):
Depth of,liquid level above outlet invert 0
11
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 in working order at time of inspection with liquid level equal to outlet invert. D-box did not
show signs of back up or carry over.
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.):
NA
* If pumps or alarms are not in working order, system is a conditional pass.
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17
Commonwealth of Massachusetts
ID
F Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is Osterville Ma 02655 5-19-16
required for every
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Type:
❑ leaching pits number:
❑ leaching chambers number:
❑ leaching galleries number:
® leaching trenches number, length: Infiltrators
10.83'x39.25'x2'
❑ 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.):
Leaching was in working order at time of inspection with no sign of hydraulic failure. Area around
leaching probed and not found to have damp soils. No inspection port provided.
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration NA
Depth-top of liquid to inlet invert
Depth of solids layer
Depth of scum layer -
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
D. System Information (coot.)
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy(locate on site plan):
Materials of construction: NA
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):,
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. CityFrown `State Zip Code Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to
at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate
where public water supply enters the building. Check one of the boxes below:
® hand-sketch in the area below
❑ drawing attached separately
REAR
A
B
,A1.15'6" 1«3 '
A *141" 821.3 '
A3.14' 83 3'
AQW15" 134-45%!'
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^M 170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town 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: No GW @ 120"
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: 12-14-1998
Date
❑ Observed site (abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health - explain:
❑ Checked with local excavators, installers-(attach documentation)
❑ Accessed USGS database- explain:
You must describe how you established the high ground water elevation:
Plan on file with BOH.
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
170 Evans Street
Property Address
William Martin
Owner Owner's Name
information is required for every Osterville Ma 02655 5-19-16
page. City/Town State Zip Code Date of Inspection
E. Report Completeness Checklist
® Inspection Summary: A, B, C, D, or E checked
® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed
® System Information— Estimated depth to high groundwater
® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17
Town Of Barnstable RECEIPT
'� M Elm� 200 Main Street, Hyannis MA 02601 508-862-4038
t639" ti
Application for Building Permit
Application No: TB-16-2920 Date Recieved: 10/6/2016
Job Location: 170 EVANS STREET,OSTERVILLE
Permit For: Building-Addition/Alteration-Residential
Contractor's Name: JOHN RYLEY State Lic. No: CS-108005
Address: Duxbury, MA 02332 Applicant Phone: (401) 484-2315
(Home)Owner's Name: MARTIN,WILLIAM III& ELIZABETH C Phone:
(Home)Owner's Address:. 170 EVANS STREET, OSTERVILLE, MA 02655
Work Description: install partition wall in basement with w/ a drop ceiling and office. install insulated sheetrock and install
finished space to code in space above gargage'media room. move ceiling joist up 12" 400 install 3 garage
door
Total Value Of Work To Be Performed: $50,000.00
Structure Size: 0.00 0.00 0.00
Width - Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless.of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance. t
Signed: JOHN RYLEY 10/6/2016 (401)484-2315
Applicant Date . Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $50,000.00 Date Paid Amount Paid Check#or CC# Pay Type
Total Permit Fee: R $305.00
Total Permit Fee Paid: $0.00
TIIIS IS'NOT A-PERMIT '
MO 14'L P*&G E I_ 1 4-I Fee '�100�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
3ppfication for 3i!5poml *r6tem Construction Permit
Application for a Permit to Construct(J)Repair( )Upgrade( )Abandon( ) LJ Complete System ❑Individual Components
Location Address or Lot No. 17 o B V Ai 4 S S-rR-r=ea-r Owner's Name,Address and Tel.No. 2 15- 9 53- 318o
csT -a_4jt.L-L, MA. , o1dS1 QicH FA--a(LELL--f
Assessor's Map/Parcel 'ago LA-NE
141/ t+I riskwy.a, PA , 1g311-
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 508 416-`�13J
NAXTV-9L *L,yE, ,tiG
6 11- MAC W STQ-6ET
ocT�Q_vi�.LE. nevr , o'L65�
Type of Building:
Dwelling No.of Bedrooms + Lot Size 19. SI sq.ft. Garbage Grinder(u o)
Other Type of Building H f A No.of Persons ti/A Showers Cafeteria(*re)
Other Fixtures ��N
Design Flow 1 1 o gallons per day. Calculated daily flow 4-4o gallons.
Plan Date 11 - 1¢- 199 B Number of sheets c N E Revision Date N o 0._5v1 s 1 o-S
Title 5 I TE P LA-w A-T LOT 6'1 - rl o Ey,M g .s Tv-EET i o s TL'-P_y 1 L LE NIA, . F--a- A GH Fig+ a 2a L-L'l
Size of Septic Tank Type of S.A.S. (4-) cvLMC_ 3.3c.
Description of Soil o- S° : AQ S A-I+oti l.o" I o tia. 4/3 — b''- 30": 0 MEoru M SA_.j) I je s/3
1 In' � M��v en S�.A -7.5 `,2. -t/2 — yt> G 20 u WD W MtZ- C. 120
Nature of Repairs or Alterations(Answer when applicable) h41 A
Date last inspected: N A
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 a d not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed Date ' ��"
Application Approved b Date ' r �
Application Disapproved for the following reasons
Permit No. Date Issued � � �;�7
- - - - - - - - -- _ - --- - - - - -- - - - - - — ----_-------- -
Y/�' No. M � .�.._ ,, mptp ! +q.-•- pA-a-C e:t.. 1 4--1 Fee 100
THE COMMONWEALTH OF MASSACHUSETTS E tered in computer:
Yes
PUBLIC HEAL . 1IVIS10,.. OWN OF BARNSTABLEs MASSACHUSETTS
f
Zipprication for ;i-4pool *potem Construction Permit
Application for a Permit to Const( Repair( )Upgrade( )Abandon( ) Komplete System ❑Individual Components
Location Address or Lot No. 1,7 oI 6tin N 'sT-a- .1=r Owner's Name,Address and Tel.No. 215 `l 53- 3180
OSTC-C,yIL_L1e', AK,o21v�j� Q.1cH FA¢RELL—t
Assessor's Map/Pazcel !T ��� 3'90 c02wyW LA,Nt=
141/ 1 4-1 GE.-C wyN, PA- j 1q 3 1�-
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 508• q-'L`t- 1k12.
NA*MAE '+ i e.c
611, MA,1a sh&t-r
c>STU-j..VfL.Le. MA-, 07.roS1
Type of Building:
Dwelling No.of Bedrooms + ' Lot Size 1,9• 151 sq.ft. Garbage Grinder(u 0)
Other Type of Building N/a1 No.of Persons I-I A Showers Cafeteria(�)
.` Other Fixtures Nam 3.-
r' I 1 Gl ` ! `T O '
i Design Flow � gallons per day. Calculated daily flow gallons.
f` Plan Date I'L - I4- 1,19% Number of sheets aNE Revision Date No RsvI s ory 4
Title 517c PLAN Ar LOT & L - # 1-70 Ey.Yt S7,0 aeT, 0S1'cLvIL-LE, MA .; Fe Le_ act( r-rt 12PeL_Ly
„r, 4 Size of Septic Tank 1500 C-A L.L-O N Type of S.A.S. 4) cvL Mr 33 o tLF�rnYVGt�mow,r5
Description of Soil ' 8" L� S A"*'D i LoA,m I a ya. 4/3 - b"- 30"; A^e.�Ow n Srh'NO 10 ye
Sol, - I'l.o !� M E:'q 1v M Sh—!> 7.5 "r R- -1/'Z - wj/> j1C,Rcn�jt-+D w/r t'C:-9.
Nature of Repairs or Alterations(Answer when applicable) A
Date last inspected: ►-+ A
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 a d not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed GfrC � v Date ,l' l�`
Application Approved b Dates
Application Disapproved for the following reasons
Permit No. j Date Issued `" 2
------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(✓)Repaired ( )Upgraded( )
Abandoned( )by L)A� .Z1 .17
at LoT G1' ` 110 J�vPr7.+4 r• Z)srcr`_.r�4L a has been constructed in accordan e
with the provisions of Title 5 and the for Disposal System Construction Permit No . F0 dated Z
Installer Designer r' A* Mi2- w� "�`a L',
The issuance of this a 't hall not be construed as a guarantee that the ste will function ax`desi�ned.
Date Inspector 1'i 4 A l
No. ---------------------------Fee _.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS
lwigpozal *pgtem Construction Permit
Permission is hereby granted to Construct(✓)Repair( )Upgrade( )Abandon( )
System located at c oT WL - *r 1-7o E.yA-iyS Oe MA C31 sl
1
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction ust be gompleted within three years of the date of this _..
Date: Approved by
TOWN OF BARNSTABLEop
L6cAT1ON 03 AEVOhS W oLy SEWAGE # JU
VILLAGE. OS+rn,_94416 ASSESSOR'S MAP &LOT/yob'/Y/
INSTALLER'S NAME&PHONE NO. d�v. A-%
SEPTIC TANK CAPACITY /5-dh (96Ca
LEACHING FACELn-f: (type) 6 1/1.1,/r-A's (size)/asy xr1!r1<a'
NO.OF BEDROOMS__
BUILDER R OWNER bJ- 614- ,,
DATE: COMPLIANCE DATE: ffw�
Separation Distance Between the: r
:F Maximum Adjusted Groundwater Table,and Bottom of Leaching Facility Feet
f' Private Water Supply Well and Leaching Facility;,"(If.any wells exist
on site or within 200 feet of leaching facility) . p.r. _ Feet
Edge of Wetland and Leaching Facility(1f any tw-etlands exist
within 300 feet of leaching facility) Feet
Furnished by
v
R ►�� C) r- Koo3/e
. i .
/17
�� ,
i,
TOWN OF BARNSTABLE c �j
LOCATION SEWAGE #
VILLAGE f ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. aQ
�
SEPTIC TANK CAPACITY _1 15:0d 6,+L+
j LEACHING FACILITY: T /Ili- �J `�—
(type) wl 1/I �Ii j (size)"Q Y X 31-.)< Jr-A
NO.OF BEDROOMS
BUILDER�OR OWNER
DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Welfand.Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
b � �
3 d
�q Y
C? C) 9
3
01
I .
9f o¢ le �'� ��
oK � Town of Barnstable P#
/Z/7
Department of Health,Safety,and Environmental Services
Public Health Division Date
367 Main Street,Hyannis MA 02601
S BARNSTABLE. i (`
ra3q �� Date Scheduled /cg�98'� Time %0 44VA Fee Pd. l 00
f0 Nlld�
Soil Suitability Assessment for Sewage Disposal
Performed By: Witnessed By: J Wl)J
LQGATQN&G +NRL INFORMA 'ION,
.
Location Address { S Owner's Name
l t 110 04JTT,-�V I LJ_X_5 Address r
Assessor's Map/Parcel: j�(/}� 1�-� �G(� 14-1 Engineer's Name {ax , �Is 1
NEW CONSTRUCTION REPAIR Telephone# Lj-ZY J j 3
Lard Use 0_e561Du5lJTI A-t_ Slopes(%) Surface Stones_ O
Distances from: Open Water Body /0v0 f It Possible Wet Area r ocO' -- ft . Drinking Water Well W14- ft
Drainage Way ft Property Line c7 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
&1Z
�133
LD t
Parent material(geologic) oyTu,,Aj)4 Depth to Bedrock --
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face "—
Estimated Seasonal High Groundwater
.....
D �rrr �rrOrrO sAsO�ra ,HYH�vAt T
Method Used: dl
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# -Reading Date:_. Index Well level.. Adj.factor Adj.Groundwater Level_
...:.:. . :.: . 'ERCOLAT`I+(]► i TEST :>' «'<>..Dater �
Observation
Hole# / '� Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time® L!%" Time(9"-6")
End Pre-soakr �svvr,L
Rate Min./inch ��� CrY✓vu
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
t)riainal:_Public_He.alth_Division Observation Hole Data To Be Completed on Back `
1 _ / A
DEEP dBSERATIbi 1rIOLE L ITole# .
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consisteppy.% el
i ®° �t�rh vS
/ C wt S. 75, y *7 v
DEEP OBSERVATIOi HOLE L+DG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistengy.° Gravel)
44:5 Io JL S 3 0
7 S- /L
.
DEEPOBSERVATIO. NIIOLE..L0C Hole#..
. ... .................................................................................................................................................................................................:.................
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistencv.°o Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.° Gravel)
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No ✓ Yes
Within 100 year flood boundary No ✓ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? YF15
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on /M (date)I have passed the soil evaluator examination approved by the
Department of Envi nmental Protection and that the above analysis was performed by me consistent with
the required training,ex rtise an xperience scribed in 310 CMR 15.017.
Signature ___ Date l2
U� .
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REV19bN9 11/�9
APPROVED
BUYER DATE
BUILDER DATE
GENERAL NOTES,
CONTRACTOR SHALL VERIFY ALL
INFORMATION AND DIMENSIONS
PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION TO BE N
ACCORDANCE WITH STATE BUILDING
CODES.
DOUBLE FLOOR JOISTS UNDER
PARTITIONS PARALLEL TO JOIST
BUILT UP POSTS TO RUN FROM SOLID
BEARNG TO SOLID BEARNG
TRUSS JOIST MACMILLAN MICROLLAM
E ffl _ BEAMS AND HEADERS SPECIFIED .
ANDERSEN WINDOWS SPECIFIED
ALL LUMBER SHALL BE 02 SPF OR BETTER
E4.4,2XS Fb 1210.2XIO Fb HOS,2XI2 Fb 005
DESIGN LOADS AS APPLICABLE,
ALL AREAS EXCEPT BLEEPING AREAS
40/q
IF�µ7j'-�y�J¶��� SLEEPING AREA9�30/K7
�L 1 CEILING,10/10!ROOF95/15
®®
®®® ®®® 4YN14 CON AMOK.DESIGNER
CPBD
®®® ®®® l4 CONGAMOND ROAD
60UTHWICK,MA.01071
4136690612 �
Pd •C •Et •ri •c
IYN,l,��$FSlN
W.-0.
V-3'
,�fll,
1 I �\VTJ� LU
p , 1 S'X 48'STINIMN•I)FROST WALL 9 PORCH
I I 4-CONCRETE SLAB
I i -vy
I I RAISE TOM 3' I `I, •�f (� <
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I I 3,13/4'X II V4'�Mr_ROLLAM LVL BEAR _ COL MN U7000 LB RATING MI111 UMI -BEAM
I'• I , r ' 3.I3/4'X 9 V4'HILROLLAM L'/L - FOCKETI I
_ r- 1 r I '
3 I BEdM -
R I ,POCKEt 7x7xf Go --' -- I 1 ' 1 1 ,_1--' I z
1 ' 1 COLUM OTM UP 14 E S 1 1 1 1 1 I I O ' _ BEAM I
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I I 11 1 1 I_ r-- POCKET '• 1 E CAST NATCNWAT Fi
W
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_
3,13/4'X 9 V4'MICROLLAM LVL TV
g,.S. lu
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3 1+2'CONCRETE SLAB O I -,�• I REVIEW:IV"
1, I ---------------
I �_ \ \ •\\ /`.0.
1 • L--- ------ - _ \ \ \- 1 3,1314'X T V{'MICR CLAM " \
1 ,F --_-________1•• 1 LYL BEAM \ \\\ \\- APPROVED'
L----- ------ -- BEAK I EA
1 I RAISE TOW.3' __ -- \POCKET r-
1 ------- ------.--------• - _ _ � -\� \ •VIA \ \\ \\ OD•
R 1 , �===ipaur=j= _= Ic ` \ 6» \ b, \ '\\ BUt•ER DAtE
4'CONCRETE eL I \ ' \ \ \ 4'CONCRETE SLAB \ \
'• L l 1 4 '' •\ ..\. ,\'/ \ \
a \ ^ \ DROP TOPI.IY \ \ \ , \ k•
GENERAL NOTES'
DROP TOM.12' \ "\ �• CONTRACTOR SHAH YERIW Rll
\ [Q)' � ` \ "'• iNfORMATfON RND DIGAEPISIONS
Y-0' b v' \ \\••\\ \\ ..\ PRIOA TO CONSTRUCTION.
\\\• \\ \\• \\ \ \ \) \\ ALL CONSTRUCTION TO BEM
24.0' \ \ \ ACCORDANCE. STATE BUILDING
IS.0 \�
b. .. ♦ DOUBLE FLOOR JOISTS UNDER
10•FOUNDATION UNLESS NOTED �• \ \ PARTITIONS PARALLEL TO JOIST
U. (''/• \\ \\ \ BUILT Lo.POSTE'TO RUN FROM SOLID
BEARING TO SOLID BEARING
B`x 40'S•IItTIHUh)FROST WALL 9 GARIC-GE AND WORKSHOP TR--6 JOIgT MACMILLAN PRODUCTS
P RALLAM ANDR7IHBER6TRAND M
\ \
\` \DROP TOM.tr ANDERSEN.NARROLINE WINDOWS tl Pb SPECIFIED
\\•• \ \\,.\\ ALL WtIVIER ONALL BEp SPF 5
E4A,DCB Fb T210,Ad 05 0 F12 i ,2x o 1005
\ a\\ DROP T.OUi.I'\
\ 4'CONCRETE SLAB \ b, DESIGN LOADS AS APPLICABLE'
\ \ ALL AREAS EXCEPT SLEEPING AREAS•
�• \"\\ \ V\\ /10
gLjsplNG AREAS=30110
\ \
\ \ \ CEILMG•20/IOrROOFGSl6
\ \ LYNN F.DECNESBER,DESIGNER
\ \\ DROP TDID,U' 14 CONGAMOND ROAD
c •b' \\ '•\\ SOUtNWiCK,MA.OI0T1
b. \\ , 41556%0" D
\
IV
ti - � � ,,tea„•
66-0 WINDOW SCHEDUAL (FIRST FLOOR)
ANDERSON NO, R.O DESCRIPTION/LOG, QUAN.
4.0 b'-0' 4'-0' 9,-3• 3'-6• 3'-6' 3'-6' 4'3'
P4040 4'OVYX40 V7 TEMPERED,CASEMENT P78TRBATH) I
7846-_____—._710 1/8'X 4'9 114' DOUBLE HUNG 016TRBORM)__ _ 3
7851 2•10 V8'X 5'5 1/4' OH,GREAT ROOM 4
7X6 CEILING JOISTS 16.00(6LI550REQ1� t
GLIB RAFTER6 16'OC
C33S 5'1 vs,XX 5'5 V, DH DINETTE I.
SCREENED PORCH �
C335 6'I VB'X 3'S 3/8' CASEMENT,KITCHEN I ��y
S enoao vea]c n- L-1-1
xcr: n Wm .CRB5 I'S V1•X 3'5 3/0' CASEMENT,LAUNDRY"BATH 7 Lu
a a. CR735 71D V4'X 3'5 3/8' CASEMENTPIUDROOM I
BR06CO 14 LIGHT 9.7'X IT TRANSOMS,GARAGE DOOR$ 7 U �--
v
305] 3 Ve'X 5 5 V4 OOJBLE HUNG,GARAGE ] Z "D <
FE�A�74 VB'X 24 V8' AWNING,WORK SHOP 4 ,B ' V�3'7 V8'X 5'5 V4' TEMPERED 0A M6TR.BATH I Lp
pT- 3057 3'7 VB'X 5'S V4° ON.MSTRAL06ET,DEN 3 Q
]ss ]a3J Ll1 _i
y . Okb' VJ
4 I Itl MAWTAWIB'MINIMUM TO BILLI 2,13/LVLXNEADE R LLAM LH
]ab — 7a4i Ic I I o DOOR SGHEDUAL (FIRST-FLOOR) }
I S I 25'40' D'o'
Z SIZE DESCRIPTION QUAN.
-• li 76'X 6.8'X 13/8' INTERIOR HARDWOOD ] ~ �---
E II S _ 74'X 6.8•X 13/8' INTERIOR HARDWOOD 4
4 I GREAT R00M• I� I s 76'x6'$'x1318' INTERIORHAROWOOD ) (v o W 4 m _ a 4 IT X 6•B'X 13/S' INTERIOR HARDWOOD I
4 % m I YAULIED LE'LWG to tl I 31 = T 74'X 6'e'X 13/e' INTERIOR HARDWOOD,POCKET 7
1 ' 510'x 6'6'X 1318, INTERIOR HARDWOOD,DOUBLE POCKET DOOR I }--
b'O'X 6'8'X 1314' FRENLHWOOD GLIDING PATIO DOOR 1- O
I a 310'X b19'X i(IB' BROSCO SCREEN DOOR CP45 1
VO'X 6'8'X 1314' EXTERIOR•INSULATED STEEL WORK SHOP) 1 ---1
8'X 6'8'X 13/4' EXTERIOR INSULATED STEM.I MR.FINE RATING 1
78'X b'8'x J 3W EXTERIOR INSULATED STEEL 01UDROOM ENTRY) 1
2,13/41K 3 VB'TIMBER6TRAND L$L HEADER t E I / Qom/ m I _q 3'0'X 6'8'X 13/4' EXTERIOR.INW ATED STEEL W/3,1068 Si-
IN SECOND_____-_BOOR__ _ J I'� UP H RISERS 6 lw's' �,N�1D0 O 9'O'X 70'X 13/4' GARAGE 3
e W - Sun I' _ ________ _ w 78'X 6.8'X 1314' EXT,INKLATED STEEL WATCH.,WORK SHOP) 1
? p ===- = _- __�a I_ -= 76'X 6.8'X 1314' INTERIOR HARDWOOD POCKET DOOR 1
/� i lTXiI VB'P ALLAH PBLB AM INS C R.� ;'�
3 S-Y IT 7X6"FRAM
6 PD. x X j
rca m .Y4•x6s•'
(L 7T �]x8 N 9(Ff.
.D Lu �Q
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I I — KITCHEN s i r LL o�
P SEE KDCHEN ( U I o Z O p
�+ (L CABINET LAYOUT < ¢ll
4 Y�'k i'd' qq I _ 4 l-�
FRAMING 6 \ l-)I �I x DEN ~ .",�"^+ �`�� Q Q Q
CKETDCOR b'.6' +- 1+6' ".0. `P
•w.a n p I Q 03 Q'
OI ? Y I FOYER >. �' 4 30•Xb_6- rum]' O r G o wy5 _ in p
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I a l REVISIONS:IV89
C+ e'C+ ABH OR7E
3052
TEMPEr GLASS j$a d k ],I3EW XIIS VB'MICROLLAM LVL \ b. b 'b•
IN,bCOfC BOOR
O x e o xc - :.•4(�� APPROVED•
1,13/4'X T V'MK:ROLLA •bw:mTo iii 3Os] bt b
LVL HEAD WSECP-R. rtroti wn=uoow B - .D
TRANSOM ABOVE bQ A �y ,� \ BUYER DATE
�'HC/ b. b. b •A G
nr�Te �• BUDDER DATE
GRILL PATTERN 93052
WINDOWS,MID •3. q. t
3•.IO• p•-1, 3'.10•
r b. GENERAL NOTES,
'No' \\ \ CONTRACTOR SHALL VERIFY ALL
]4'-0' INFORMATION AND DIMENSIONS
PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION TO DEW
ACCORDANCE WITH STATE BUILDING
D GARABB/bIOU$E WALL9 VVV`-:r \ LODES.
5/e'FARE RATED DRYWALL
DOUBLE FLOOR UNDER
PARTITIONS PARALLEL TO JOIST
VV`a s `1
BEARING TO$SOLID BEARING SOLID
TRUSS 8T jVPRO LANDOT PRODUCTS
`p1 TRUSS JOTS TMACMI HATS,MICROLPRODUCAM
TS
PARALLAM AND TPIBERSTRAND
V�0` 1 \ y�
r } / , ` ANDERSEN.HARROWNE WINDOWS SPECIFIED
r j A Y \ ALL LUMBER 6HALL BE M16PF OR BETTER
NV
b i.0 E4.4,]XB Fb DID,7Xb Fb IK]5,7XD Fb DOB
\ 01 qp�� V V j �• DESIGN LOADS A6 APPLICABLE,
p ALL AREAS EXCEPT SLEEPING AREAS,
4040
` �\��v ,j / o•O SLEEPING AREA6<30/10
CEILING,20/I0+RDDf,35/B
0.
b' -
�\ L7NN F.DEGHE99ER,DE6IGNER
BWP W 1 CONG AMOND ROAD
. a /L ����` ( / - � >• • .60UTHWICK•MA.Obit
. to � n►.WL/v\I I- II�VJ�T/Vl"
40669060 i
-
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1r t �wf*... aT 41 ��•[ •�0.� ;� '"' t•^ y�f� ��� ,(+� - -.__ _ -_- .- � .. .._.-., -:._....-...,_ __...,.- - y ._—__ -_.__�.. [. °/ .v-/
4
WINDOW SCHEDUAL (SECOND FLOOR)
--- - - ANDERSON NO� -ROUGH OPN'G DESCRIPTION QUkN: - - -- -- - -
2848-7 6 8/16 X 4 8 VI DOUBLE HUNG 1 7
".0. 38•-0• 284"SUPPORT MULLION
6'8 3W X 4'S V4' DOUBLE HUNG I
i— JT DOOR SCHEDUAL (SECOND FLOOR) Lu
UA
SIZE DESCRIPTION QUAN, n�
m' 7'11'X 6'84 X.I 3/8° INTERIOR HARDWOOD 3 / 6
2'4'X S'8°X 1 3/8' INTERIOR HARDWOOD 2
-- - 4'0'X S'8'X 13/B' INTERIOR BIFOLD 3 �• �Il
1 .gyp'
}.
9
a 1
u
y � w
s I I4 M- d
_ s OP-EN TO GREAT ROOM BELOW _
1 J 1-� ocr-�pV'-0° 14 BEAR .
$ ,na roan F9 � #
x F3BEHRoori # z m I I s
a
r
H NLI
I6E B 4
4 6Q�gy. 4 r-r N4�ra•luo ..
I`
\i �'
S LA1E11
01
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a
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I I UNFI- ISHFD STORAGE
LL
Q Z Q r
- - - - - - - - - - - - - -
i \ a o b o
REVISION$,IV99
II 11 I \ �1.../ I • \_ " .j9 /Its/
II ;i - \ -� � � p� `/fJ•� APPROVED+
It 11 ((,,,,((jj�� ` � W �yq BUYER DATE -
BUILDER DATE
GENERAL NOTES,
s' TTii
CONTRACTOR SHALL WEIGN FORMAIN AD S
q 0 Y ( \ APRIORLL CO TO CONSTRUCTION.
I I n 3'�•'777��� J ALL- CONSTRUCTION TO 8E IN
ACCORDANCE WITH STATE BUILDING
LoCODES.
I� - �� ••+ "—✓_ _ / / G JOIST
t DOUBLE FLOOR JD18TS UNDER
PARTITIONS PARALLEL TO J
1 1
Y
'I , ?.•5 \�� NA •BUILT UP POSTS TO RUN FROM SOLID
-- I � BEARING TO SOLID BEARING
r luln I IER
r�o A i C i�,� �\� TRU66 JOIST MAOMILLAN MICROLLAM
t / il•I j
tt 11 °' • BEAMS AND NEADERS SPECIFIED
ANDERBEN WINDOWS SPECIFIED
II " \ P✓1 6"FI�VVY X a ALL LUMBER SHALL BE 02 8PF OR BETTER
_____________ II _`\ `, T,• •L4,2X8 Fir 17IO,2XIO Fb IIO6,2Xt2 Fb 1008
STORAGE ACCESS DOOR DESIGN LOADS AS APPLICABLE,
ROOF PLAN HEADER fl r.'O'ABOVE JOI ALL AREAS EXCEPT SLEEPING EAS G AR •
SCALE VB'•I'0' Q �` BLEEPING ARE.48.
30110
` f�,IV� /may `1x CEILING-70/IO,ROOPOS/FSB/6
p ' )) �v-"�•.). �1�l.V� i sib aD • -
�\ LYNN F.DECHMER.DESIGNER
CPBD
14 CONGAMOND ROAD
` .er SOUTHWICK,0612T
�>> j� IB SSS OBU ID
�`\` ��..•t��-may°
O lt,n'1k',55'k
11
^,.�.IT.R
c4 COLLAR TIES 48'OC
7XIo RAFTERS IPOC CONTINUOUS RIDGE VENTWG 1X8 RAf1ER9 ib'OC
ASPHALT SHINGLES INSTALLED PER MANUFACTURER'S SPECIFICATION WRIDGE BOARD
O LB BUILDING FELT MIO RAFTERS I6'OC
VY.APA RATED,EXPOSURE E SHEATHINGD 3O'
NO
4Vl R 'OC IOCISOORED)SNELD TX4 KING PO 6 VOC G CEILING FINISH"TXIO RAFTERS b'OC INSULATION 2X4KINGP STb I6'OC TRIMICEDAR OR
D � D L
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DOWNB�CUT6 _ FACE MOUNT JOIST HANGERS
3 VS,TJ/PRO DO TO 0 IS'" - 11 VS'TJI/PRO 120 TO 9 70C
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CEDAR FACIA AND VENTED SOFFIT I 7 13/ X li'VS'MICROLI M
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3/4'T4 SUBPLOORING � � `�(y(am� O
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3,13.4'X 11114-MICROLUM LVL BEAM It VS'TA/PRO DO TS 0 D'OC O
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BOLTS Q b'O'OC
q
IO'FOUNDATION '
_ 3 VT•CONCRETE SLAB '
4'PER'DRAM IO'%70'LONTRd10U5 .
TCE AS REQUIRED CONCRETE FOOTING SECTION a_a SECTION -
a�i
INFORMATION IN 5ECTION A-A TYPICAL O W
OF ALL SECTIONS UNLESS NOTED Gj = Ul N
7XB RAFTERS 16'0C " Z
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Z O
Q — U
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REVIBION5!ly9O
MIO RAFTERS D'CC APPROVED
L12 TN 4,13/4'X 9'MICROLLAM
LVLBEAM _ BUYER DATE
MUDROOMNN
M-0 GAR 6ARA[E A
� x WORK SHOP BULDER DATE
DF6 CEILING JOISTS/COLLAR TEO IYOC
FIRST FLOOR{SUB FLOOR) GENERAL NOTES
D CONTRACTOR SHALL VERIFY ALL
2X4 NOW D BEARING - 4'CONCRETE SLAB - INFORMATION AND DIMENSIONS
PARTITION -D PARTIN D _ ._ _ PRIOR TO CONSTRUCTION.
1113 D 0'X 48'`MINIMUM)FR05T WALL ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH 6TA7E BUILDING
CODES.
'1II'7t,' SECTION F-F DOUBLE FLOOR JOISTS UNDER
�IJ
I 1XB RAFTERS I6'OC PARTITIOW PARALLEL TO.b18T
BOLT UP POSTS TO RUN FROM SOUP
GREAT ROOM SECTION E-E
BEARING TO 60Lb BEARING
TRUSS JOIST MACMILLAN MICROLUM
BEAMS AND HEADER$SPECIFIED
D 2X6 R TIES 40'OC ANDERSEN WINDOWS SPECIFIED
❑11 1313 0 CJ IO�
ALL LUMBER SHALL BE►2 SPF OR BETTER
a a E4A,LCB Fb DIO,iXlo Fb 1106•2XD Fb loos
7X<KING POSTS Ib`OC
DESIGN LOADS AS APPLICABLE,
a ®® ®®I ALL�/ EXCEPT SLEEPING AREAS,
ZX6 CEILING JOISTS W OL
SLEEPING
AREAM30/b
CEILING,30/10+ROOF35/6
I VB'TJ/PRO 130TO IV D'OC ]H
_'^ LTNN F.DECHE96ER,DESIGNER
3,13/4'X 5 114'MICROLLAM lllO R K S W O P 'O CPBID
LVL 5E4M VF CONGAMOND ROAD
SOUTHWICK�MA.OIDTI
.4D 66906E I
FIRST FLOOR(5u13 FLOOR)
4'CONCRETE BLAB N •c •B •0 •c
• B'X 40' )FROST WALL • ,•GG./n' G
SECTION B-B � q•.
SECTION Q-6 °'
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- Y APPROVED,
6UTER DATE
• ' BUIDER DATE
- - GENERAL NOTES,
CONTRACTOR SHRLL VERIFY ALL
INFOAWTION AND DMNSIONS
PRIOR TO CONSTRUCTION.
ALL TO BE IN
ACCORDANCE CONSTRUCTIONN STATE BUILDING
.CODES. .
DOUBLE FLOOR JOISTS UNDER
" PARTITIONS PARALLEL TO JOIST
BUILT UP POSTS TO RUN FROM SOLID
- '" BEARING TO SOLID BEARING
" TRUSS JOIST MACMILLAN MICROLLAM
BEAMS AND HEADERS SPECIFIED
ANDERSEN WINDOWS SPECIFIED
• rill if li I I it ,
- ALL LUMBER SMALL BE R SPF OR BETTER
- F-U,Dc0 Fb QIO,LCIO Fb 1105,DCQ Fb IP05
rF
• - DESIGN LOADS AS APPLICABLE,
- - ALL AREAS EXCEPT BLEEPING AREAS+
IL�µJy,�-T{._y7 , SLEEPING AREAS 30/10
CEILMG-]O/IOi ROOF35/15
r1ilf
❑❑❑ ❑®❑
❑❑C� ❑❑❑ LYNN F.DECHE56ER,DESIGNER
CPBD
El
®®® ®®® l{CONGAMOND ROAD
gVIA
?NWlcr U 6bS 06Q 1011F-1
A I
N .C . . . .c
88pp
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56•-0• - WINDOW 5CHEDUAL (FIRST FLOOR)
ANDERSON NO, RA DESCRIPTION&OC, QUAN.
4'.0 10.1. 4'-0' 9'-3' 3-6 "3'-,' 3'-6' 4'-3' " P4040 4'0 IT X10 VI' TEMPERED,CASEMENT PTSTRBATH) I
7046 7'IO VB'X 4'S V4' DOUBLE HUNG VIBTRBDRM) 9 t��y/✓+., ;yi.�;•-
- 7657 1'10 VB•X 5'5 V4' CA,GREAT ROOM 4
• • �7x C. I G•b16T5 V,'OC ISCISSORF_P_) .
D T RAFTG��R916'OC ,
_ - 7851-7 511.13/I6'X 5'5 V44 014,DINETTE I
scRF N D PORCH
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CRI35 I'S 117'X 3'5 3/8' CASEMENT,LAUNDRY"BATH 7 Lu
n/
u p a CR735 - YIO 1/4'X 3'S 3/8' CASEMENT.MUDROOM 1
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��� 5u _ 3057 37 VB'%55 V4 DOUBLE HUNG,GARAGE 7 .•!\ '�
B'o' E-0 Q AW751 Y4 YB'X 7Y VB• AWNING,WORK SHOP 4 V^
3057 31 V8'X W5 V4' TEMPERED,DH,MOTR•BATH I Lu c J
pr 3057 37 V0'X 5'5 VP ON.MSTRAL06ET,DEN 3 Q
• 705 7657 2.57 7tl57 .0
Ld
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AINTAIN IB'MINIMUMTO6LL•- 17 I 7,13/LV 14EADE R LLAM �
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s. SIZE DESCRIPTION QUAN, O
LIdl
Yb'X b'e'X 13/S' INTERIOR HARDWOOD 7 _ ';
Iu E _ Y4'X 6'8'X 1 3/6' INTERIOR HARDWOOD 4
V=i ' 9 - a - - YB'X 6'8'X 13/8, INTERIOR HARDWOOD - I
GR E A T ROOM- h I A _ 4 - .. 1'Y X b'B'X 13/B' INTERIOR HARDWOOD
Im INTERIOR HARDWOOD,POCKET 7 \Sf
VAULTED CEILING 5 Sr = Y4'X b'B'X 13/B'
3 - I ` n - 5'0'X b'B'X 1 3/8, INTERIOR HARDWOOD,DOUBLE POCKET DOOR I }--- _
ID P' b'D'X b'B•X 13/4' FRENCHWOOD GLIDING PATIO DOOR' I O
- y- _ .
_ - I Zy - 3'O'X b'9'X I VB' BROKO SCREEN DOOR LP$ 1
3'0'X b'8'X 13/4' EXTERIOR.INSULATED STEEL WORK SHOP) I —�
' ! r _ i I•- 10 - / 10j - - YB'X b'0'X 13/4' EXTERIOR,INSULATED STEEL,I HR.FIRE RATING 1
W%b'B'X 13/4' EXTERIOR,N6ULATED STEEL QNDROOM ENTRY) I
- 7,13/{dx A VB'TM0ER6TRAN0 L6L HEADER m I S I � - / per/ a ,:I = _ - 3b'%6'8'X 13/4r EXTERIOR.MBIa,LTED STEEL WR,b60 eL 1
IN SECOND FLOOR I Nrm+o u,.yn4 9'O'X YO'X 13/4' GARAGE _ 3
UP H RISERS 9 L038' -
-_- IK YB'X b'8'X 1314' EXT,INSULATED STEEL HATCH^,WORK SHOP)Li 7
- __- _ - - - Y6'X b'B'X 1314' INTERIOR HARDWOOD POCKET DOOR I
9'•Y x 9 \ L Y X II VB'PA 4LLAM PBL B AM IN SEC. R 6 PD.
l7 w 7X6'FRAM
4 •Yd•x s.d. �' s'otic 4'd• m c .: a I
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m
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- CABINET LAYOUT _ ZnFRAM Q 91 , .-('�
3'O'X F'd_ NKar� cl
I FDYER ibn I ? 9 ioO REVISION&Im
= n I a 0 a Gi ABH DATE
a .4*-?' V W. •F 'b•
TEMPE GLA66 i5 4 �a ,X 7,1 L4'%II VS'MICROLLAM LVL b, - �`
Q p ® w IN SEGO FLOOR - $.
• - 7o'xA'd' _____ ew_--_______�� __ _ _ • \�D �••, „` > b• APPROVED-
o x�d a Xs s7 w57 TJ
_ 7,13/4 X T V'MICROLU ro K+ b. / b +2cnc,�s:/iC
LVL HEAD IN SECRR, nr�4: n.aeuwle _ .e
TRANSOM ABOVE BUYER DATE
�''4C� mn ro .-2T •Y. b •A O O
GRLL PATTERN C 3057 ���L\ I t - \ - BUILDER DATE
• WINDOWS,ILD r
310' p IO'-4' 3IO' <.b'• b-0 - 0`-0• 3,� 4 L� , s.
_ F b, GENERAL NOTES,
CONTRACTOR SHALL VERIFY ALL
a
B'-0' 7{•-0' * / �A \ao\ � \ -. - INFORMATION RIND DWIENSIONS
\ \ \ PRIOR TO CONSTRUCTION.
ti: d \o��
\`\\� ALL CONSTRUCTION TO BE W
- mob, - \�� ra - ACCORDANCE WITH STATE BUILDING
1 \
U �WA S CODES.
A A HO 5E LL L DE 0G R 8B/ \\gyp Y T r \ .
- $1D'F3tE kATED DRYWALL -
- DOUBLE FLOOR PARALLEL
UNDER
PARTITIONS PARALLEL TO JOIST
POSTS TO RUN FROM
�$�O (+ ' BEAR NG TO 60LID BEARING SOLID
. 6 'a �����. - Dp0 .,e•"/ \ PUSS JOIST MACMILLAN'PRODUCTS
Fy •w g SPECIFIED,TN D TI QDTS,MICROLLAM
PARALLAM AND TPIBERSTRAIID
b.
_ Gb' `� \ ��� �• ANDERSEN.WARROLUIE WINDOWS SPECIFIED
r \
ALL LUMBER SMALL /7 6PF OR BETTER
D E4,4,7xB Fb QIO,7X Fb 1105,2X U Fb 1005
b• A
6A� Eel DADS A PPLICA
c• .\ \ �' DESIGN L 6LE'
y
w.
• _ _ - p0 / '' ALL AREAS EXCEPT SLEEPING AREAS,
4LEE
_ \ .l\ •r!g \ _ �A SLEEPING AREAS,30/p
�`\` - CEILING•70/IO,ROOFuS/15
+ ' ^ \\S
�D Op:
o 'P
\ LTNN F.DECHE60ER.DESIGNER
�6b, GAMS
BWP w CONGAMOND ROAD
pd SOUTHWICK,MA.OIOT1
}b( A I
D
T-`
1 Q7 •c
b, b A _ 51
i
WINDOW SCHEDUAL (SECOND FLOOR)
I' ANDERSON NO. ROUGH OPN'G DESCRIPTION QUAN.
2846-2 51 B/16'X 4 S 1/4' DOUBLE HUNG 2 .
2646-2 SUPPORT MULLION' 5'S 3/4'X 4'9 1/4' DOUBLE HUNG 1
` -
ILu
-
- — — DOOR SCNEDUAL (SECOND FLOOR) 111
SIZE DESCRIPTION QUAN. � n�
i - 76'X 6'8'X 13/8' _. _INTERIOR HARDWOOD 3 tJ!_
I '4'X X 1 3/S' INTERIOR HARDWOOD 2 (1
4'O'X LW 6'B'X 13/8' INTERIOR 13IFDI32
� I I � w }
t_ W
1 Y ' _ 7 I OPEN TO GREAT ROOM BELOW
I—
I �
9
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Lu
— — — — — — — — — — — \ /.
rT
/ \` REVIBaN9•I1/99
'k� \ APPROVED,
II
II -
.. BUYER PATE
BUILDER DATE
-I
fr ___________- II - _ \ \ GENERAL NOTE61
CONTRACTOR SHALL VERIFY ALL
y U / INFORMATION AND.DIMENSIONS
y p / PRIOR TO CONSTRUCTION.
�I ❑ �� \ / 4 - \ ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH STATE BUILDING
/ / CODES.
DOUBLE FLOOR JOIST6 UNDER
PARTITIONS PARALLEL TO JOIST
BUILT UP POSTS TO RUN FROM SOLID F
BEARING TO SOL67 BEARING
a " `\ / UNFINISHED STORAGE TRU65 JOIST MACMILLAN MICROLLAM
BEAMS AND HEADER6 SPECIFIED
/ ; �b ANDERSEN WINDOWS 6PECIRED
IF✓ T+ - .
Y ALL LUMBER SHALL BE 07 BPF OR BETTER
4 kk \\ - \ / E4A•2XS Po 00,2Xa Fb 1106,2XG Ra 1005
.\ DESIGN LOADS AS APPLICABLE-
STORAGE ACCESS DOOR _ ALL AREAS EXCEPT SLEEPING AREAS,
\\ 'ABOVE,a15i
40/10
HEADER 9 bb SLEEPING
A9 BLLEEPING ARE :30A0
ROOF PLAN CEILING•20/a.ROOF05/6
HCALEIVS'.YO' tl•O -
LYNN F.DEGHE66ER,DESIGNER
CPBD
TSOUTHWICK,MA ROAD
.01
011
- :
Q'.5• _ ^.E
u�coLUR r1Ee{B'oc
DCIO RAFTERS Q'OC LONTMILOW RIDGE VENTING ]XB RAFTERS Ib'OC
ASPHALT SHINGLES INSTALLED PER MANUFACTURER'S SPECIFICATION 14'RIDGE BOARDB LB BUILDING FELT 7XRAFTERS K'OCAPARATED,EXPOSURELSHEATHING 3.
4 VJ IOE AND RED)WATERTx4.KING PO 6 WOC, ISH
ELD
TXIO RAFTERS SbC INSULATION T'x4 KING P bT6 I610C - ' EXTERIOR TRIM/INTERIOR TRIM'CEDAR OR
r - PINE 111 W
Q R30 INSULATION 2X6 CEILING J016761i'OC - - Q - 9t6 CEWNG WIBTB IfOC Q _ LJ-1 W
POLY VAPOR BARRIER Q - WON LOAD BEARING INTERIOR PARTITIONS ( `
4 RD Y VAIF 1ppN 9 SECOND FLOOR.
Ip I VY DRTWdLL�
9 I \ a BEDROOM #3. - _ �",'cf/^��
ICE A' WATER I BEDROOM #2 \ m , ' FIRST )OR(SUB FLOOR) Q .CD
6 END CONCRETE SUB �— 1
Q'OVERHANG I \ . .. • V J .�._{ . ..
W/GUTTERS AND 3/4'TFG 5UBFLOORING '+ Lu
DOWNSPOUTS _ "FACE MOUNT WISTHANGERS _ _
I've,TJ/PRO Vo TS 9 W'OC - II YB'T.VPRO QO TS 9 Q'OC --
CEDAR FACLI AND VENTED SOFFIT T,13' X 11 V8'MICRO M • 6'%46'(MINIMUM)FROST WALL (V }
Dcb FRAMING 1P _ _ LVL BEAM
POCKET DOORS Q D D 11�XMl V6`PARALLAM P6L
7x1 INTERIOR FRAMING WOC
De4 EXTERIOR FRAMING WOC UVLE68 NOTED - e SECTION D-D `"O LJ_I
TTVEK WRAP IOR SIMILAR) H
W.APA RATED.EXP06URE LWEATHING
CEDAR SIDING N`�i.TIU) �
MSTR.BATH. MASTER BEDROOM i � SCREENED PORCH O
.. 3/4'TIG 5UBFLOORING
- 8 Y6'TJVPRO QO T6 9 16,00 " • _ , v!
3,1314-X II V4'MICROLLAM LVL BEAM - U VB'TA/PRO QO TS 9 Q'OL
_ 7xb PRESSURE TREATED
" SILL PLATE W/VJ'ANCHOR
' .. BOLTS 9 b'O'OC
_ - 10'FOUNDATION
- 3VY CONCRBtE 6LA9
IRl
-TILE AS REOU VIED CONCRETE FOOIT'WUS.
SECTION A-A ��-�G�
WFORMAIION IN SECTION A•A TYPICAL w \]F
OF ALL SECTIONS UNLESS NOTED - N. _ m N
- • 2X8 RAFTERS 16'OC - 7 " T Z
' - Tx4 COLLAR TIES 48'OL 4 Q Z O U
w
Q 7XS RAFTERS i6'OC - - jy4 Z N
Tx6 COLLAR TI 6 48'0C
10
` •- - - . - Tx6 CEILING.JOISTS WOC IO� STORAGE 1' - Q '
n r rtin
REVWIONS'II/9�
3!4'TV.BUBROORING
. 7X8 JOISTS I610C -
APPROVED'
_. TXIO RAFTERS Q'CL ,
4.1 V4'x W MICROLLAM .
' • _ LVL BEAM \H BU'"ER uAIE
MUDROOM
IWO CAR GARAGE a' LQQRK SHOP
- .BUILDER DATE
DLb CEUJNG J016T6/COLLAR TES WOO
•- - FIRST FLOOR(SUB FLOOR) - GENERAL NOS'
Q - CONTRRCTOA SHALL VERIFY ALL
DU NOW D BEARING Q - 4'CONCRETE SLAB '- - INFOAMATION AND DIMENSIONS
_ PRIOR TO CONSTRUCTION.
Q PARTITION B'%48'S1INIMUM)FR05T WALL ALL CONSTRUCTION TO BE IN
I _, ACCORDANCE WITH STATE BUILDING
CODES.
DOUBLE FLOOR JOISTS UNDER
7X8 RAFTER616'OC -` -SECTION F F -`. PARTITIONS PARALLEL TO JOIST
M - BUILT UP POSTS TO RUN FROM SOLID -
GREAT ROOM S TION E-F BEARING 7060LID BEARING
- TRUSS JOIST MACMILLAN MICROLLAM
- - BEAM6 AND HEADERS SPECIFIED
Q Dcb R TES 4B`OC - -
ANDERBEN WINDOWS SPECIFIED
D D ❑D D D o,wrccw wwro eicl.Xcsa,o�r o+wrY¢w _ b� "
ALL LUMBER SHALL BE q 6PF OR BETTER
E4A,2X8 Fb QUO.3XIO Fb IIOS•DfQ Fb 1005
oaoo 00
7X4 KING POETS Ib'OC DESIGN LOADS AS APPLICABLE'
a MF7 ®®I - , ALL AREAS EXCEPT SLEEPING AREAB-
I i)Cb CEILING JO15T5 16 OC 40/10
SLEEPING AREAb-301b
CEILING'10/10,ROOFS5/5
U VS-TJ/PRO 120TB 9 WOC m - LTNN F.DEGHE96ER DESIGNER
3,13/4'X S V4•MICROLLAM _ UIORK SHOP m OAMO
5{CON r-PI30 ROAD
6DUTHWICK,MA.OIOT1
' LVL BEAM 4D 6K, A. I
• - FIRST FLOOR(SUB ROOK).
D
4'CONCRETE SLAB - .. - H G •B •n •C
yrre r .
IB'STINIMUMIFROET WALL - ,-, •�'t � "
SECTION G-G 1,�•�-;�,',,.
L G
'�• ��,,• Aficak ill •"� ° � o �'
•� ' pO"db% LINE DIRECTION DISTANCE LOG OF SOIL EVALUATION
P
J L1 S 67'46 30 E 5.22
DATE: 12-08-98 AT 10:00 AM
0.
5 •-�4Cv`a ENGINEER 9 BAXTER do NYE, INC. (BAXTER)
BOARD OF HEALTH: JERRY DUNNING
EXCAVATOR: SHORELINE CONSTRUCTION
1�/ o •� QESIGN DATA TP #1
4 BEDROOMS EL=50.8'
SINGLE FAMILY - FND EL = 52.0
WITH NO GARBAGE GRINDER _
4 •� � ��M ` '+�riyxvf, � y ESISTING GRADE - FINISH GRADE EL = 51
0 EL 50.8'
• ' ' f^ r�° s*�»x ` SEPTICDAILTA TANK 40 GPD x 2200g440880DGPD "
4 CULTEC 330 0-8 A SANDY LOAM 10YR 4/3
48.0' x RECHARGER CHAMBERS
USE 1500 GALLON a BB MEDIUM SAND 10YR 5/3
tt1F�`34;�p'r�
CULTEC LEACHING CHAMBER DESIGN 49.0' =3 8"-30" EL=48.3'
8' 1500-GAL
RECHARGER 334R - OR EQUIVALENT 48
ALL PIPES TO BE SCHEDULE 4 SEPTIC TANK 48.6'0 PVC PERFORATED 48.4' �•2' 46.0'
48" PERC TEST
WITH CAPPED ENDS ,,,i
LOCATION MAP USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS BEDDING AS
COTUIT QUADRANGLE IN A 12' x 35' WASHED STONE FIELD AS SHOWN PER TITLE 5 O MEDIUM SAND 7.5YR 7/2
Ui
SCALE: 1: 25,000 LEACHING AREA REQUIRED: 10, 10.5' 1' 2 5' 5' 12'
440 GPD/0.74 =.595 SF
ASSESSORS SIDEWALL AREA: 47' x 2' x 2 = 188 SF
MAP 142 PARCEL 141 BOTTOM AREA: 12' x 35'.= 420 SF
TOTAL AREA: 608 SF f 30"-120" EL=40.8'
ZONES: PERCOLATION RATE: </= 5 MIN/INCH
AQUIFER PROTECTION OVERLAY DISTRICT SOIL CLASS I NOTE: LOG OF TEST HOLE #2 IDENTICAL
ZONING DISTRICT; RC DEVELOPED PPOFlLES OF PROPOSED SEP11C SYSTEM
MINIMUMS os3?� NOT TO SCALE -
AREA = 43,560 S. F.
FRONTAGE = 20'
WIDTH 100' /
FRONT SETBACK = 20'
SIDE SETBACK = 10'
REAR SETBACK = 10'
FINISH GRADE
88063 w
41.90,? £ x \
FLOOD ZONE: C 52 N s x
FIRM COMMUNITY PANEL 04'30" w N MAY BE REPLACED
No. 250001 0016 D i8_J4. COMPACTED FILL 3 MAXIMUM WITH INSITU MATERIAL
REVISED: JULY 2, 1992 +�, x 512 - < - -- - - - t 8" - 1/2"
PEASTONE
DATUM FOR THIS PLAN IS ASSUMED4 Aj h�'
N IF ENCOUNTERED REMOVE�h
''� 51 UNSUITABLE MATERIAL TO INSURE THE ;c •, 3/4" - 1 1/2" REMOVE UNSUITABLE MATERIAL
L 0 T 6 2 SIDEWALL AREA OF SYSTEM IS IN o a DOUBLE FOR 5-FEET IF APPLICABLE
CLEAN MEDIUM SAND OR FILL PER , L
310 CMR 15.201 - 15.293 N c ; .!. :. WASHED
19,151 Square Feet f CULTEC 330 STONE
LOT 6 3 -4
52.0 ..
52-
N/F Manuel Morgado x 46" 12' 46" 5'
D 50. Z 5'
22'
20 1• CROSS-SECTION OF CHAMBER
NOT TO SCALE
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0 CFO
oy s2 s� 4 CULTEC UNITS TOTAL
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33 6 O 6.25'
PK FOUND 52.3 2 0. x 9.9
EL = 52.34 (1) 30E (END) O . '
kl�x PERFORATED
4" PVC PIPE
26.25'
0 •8�• , ,,• �.�.. 1810, AW
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DIST
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AT
50. 6 37'40" E 48
50 8.8
110.25' 48 8.3 LOT 62 - #170 EVANS STREET
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r
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FOR
_ N/F Roger Savino 49.5 a .011
49'149 w 0 R1 CH F A R R E L L Y
N NI°0
+N M N tia or s SCALE: 1" = 20' DECEMBER 14, 1998 �,p�A\i 0 P'J.
c) �a I •�ti� r• /tea`` 9�\
v1 0� J H y�. p� STEP EN S'
Z LOT 6 1 BAXTER & NYE, INC. �`
AL
7 Lis � 812 MAIN STREET
29874 OSTERVILLE, MASS., 02655 0.30216
> N/F Barbara L. Kent F,
,,, � ��'f�►stt��s`��� (508)-428-9131
W o �L L��O �SS1ONAL ENG\
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ul 11 - 2
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151-65' � GRAPHIC SCALE
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or-
( IN FEET )
1 inch = 20 fi~
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