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COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TITLE 5
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 25 HighPo_pple Road
West Barnstable, MA 02668
Owner's Name: William Carey
Owner's Address:
Date of Inspection: February 24, 2006
Name of Inspector: (Please Print) James M. Ford
Company Name: James M. Ford
Mailing Address: P.O.Box 49
Osterville,MA 02655-0049 -
Telephone Number: _ (508)862-9400 i
CERTIFICATION STATEMENT , xI
I certify that I have personally inspected the sewage disposal system at this address and that the'information reported r
below is true,accurate and complete as of the time of the inspection. The inspection was performed`-(rased on my
training and experience in the proper function and maintenance of on site sewage disposal systems. lam a DEP;
approved system inspector.pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ,
✓ Passes fill
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
as
Inspector's Signature: Date: February 27, 2006 .
The system inspector shall sub 't 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.
Notes and Comments
****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.
Title 5 Inspection Form 6/15/2000 page 1
f
Page 2 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 25 High Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
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.
Answer yes,no or not determined(Y,N,ND)in the 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.
ND explain:
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
obstruction is removed
distribution box is leveled or replaced
ND explain:
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
obstruction is removed
ND explain:
2
Page 3 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 25 High Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
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
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 I 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 co iform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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:
3
Page 4 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 25 Hijzh Pop 2le Road
Osterville, AM
Owner: William Carey
Date of Inspection: February 24. 2006
D. System Failure Criteria applicable to all systems:
You must indicate either"yes"or"no"to each of the following for all inspections:
Yes No
✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
✓ Liquid depth.in cesspool is less than 6"below invert or available volume is less than '/z day flow
✓ 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 coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility 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.]
No (Yes/No)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 System:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd.
You must indicate either"yes"or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
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.
4
I
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 25 High Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: Februga 24, 2006
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 sire 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:
Yes No
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(3)(b)].
5
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 25 Hi
Qh Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 3 Number of bedrooms(actual): 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330
Number of current residents: 2
Does residence have a garbage grinder(yes or no): n/a
Is laundry on a separate sewage system(yes or no): n1a [if yes separate inspection required]
Laundry system inspected(yes or no): No
Seasonal use(yes or no): No
Water meter readings, if available(last 2 years usage(gpd)): Unavailable
Sump Pump(yes or no): No
Last date of occupancy: Currently occupied
COMMERCIALANDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): gpd
Basis of design flow(seats/persons/sgft,etc.):
Grease trap present(yes or no):
Industrial waste holding tank present(yes or no)
Non-sanitary waste discharged to the Title 5 system(yes or 6o):
Water meter readings, if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information: Pumped in 2005 per owner
Was system pumped as part of the inspection(yes or no): No
If yes,volume pumped: _gallons--How was quantity pumped determined?
Reason for pumping:
TYPE OF SYSTEM
✓ Septic tank,distribution box, soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system(yes or no) (if yes,attach previous inspection records, if any)
Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be
obtained from system owner)
Tight Tank Attach a copy of the DEP approval
Other(describe):
Approximate age of all components,date installed(if known)and source of information:
installed on 516103-per as built card
Were sewage odors detected when arriving at the site(yes or no): No
6
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Page 7 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 25 High Pop 2le Road
Osterville, MA
Owner: Willimn Carey
Date of Inspection: February 24, 2006
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction: _cast iron _40 PVC _other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK: ✓ (locate on site plan)
Depth below grade: 3"
Material of construction: ✓ concrete _metal - fiberglass _polyethylene
_other(explain)
If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of
certificate)
Dimensions: 1000 gal.
Sludge depth: 2"
Distance from top of sludge to bottom of outlet tee or baffle: 30"
Scum thickness: I"
Distance from top of scum to top of outlet tee or baffle: 10"
Distance from bottom of scum to bottom of outlet tee or baffle: 6"
How were dimensions determined: Measuring stick
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.):
Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage
GREASE TRAP: None (locate on site plan)
Depth below grade:
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:
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert, evidence of leakage,etc.):
7
Page 8 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 25 High Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
TIGHT or HOLDING TANK: None (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: sallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Cominents(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: Even
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.):
The D-box was level and clean. No solids were present.
PUMP CHAMBER: ✓ (locate on site plan)
Pumps in working order(yes or no): ✓
Alarms in working order(yes or no) ✓
Cormrnents(note condition of pump chamber,condition of pumps and appurtenances,etc.):
liquid level normal
8
Pag.-9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 25 High Popple Road
Osterville, MA
Ovvner: William Carey
Date of Inspection: February 24. 2006
SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required)
If SAS not located explain why:
Type
leaching pits,number:
✓ leaching chambers,number: 2-500 gal. chambers 25'x13'x 2' (per as-built)
leaching galleries,number:
leaching trenches,number, length:
leaching fields,number,dnnensions:
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.):
There did not appear to be any signs of failure.
CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth-top of liquid to isle.invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.):
PRIVY: None (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.):
9
f -
Page 10 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 25 High Popple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch 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.
A
SAUk
y (5 �0
10
e
Page 11 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 25 High PUple Road
Osterville, MA
Owner: William Carey
Date of Inspection: February 24, 2006
SITE EXAM
Slone
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 50+/- feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain: topographic and water contours map
Checked with local excavators, installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Using Barnstable topographic and water contours map. Maps are showing approximate.1y 50'+1- to groundwater at this site
This report has been prepared and the system inspected and passed as of the date of inspection. This report is
not a warranty or guarantee that the system will function properly in the future. There have been no warranties
or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report.
11
No.
`Z00 3 ' 1 t
2_7 !� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for 35i p5tem Con0truction Permit
Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.aSl—/i l i �P'K Owner's Name,Address and Tel.No.
Assessor's Map/Parcel /or
Installer's Name,AddresslwO r>�i iNC0 Designer's Name,Address and Tel.No.
350 Main street C Y�r ��c, 3 a a 9 a
W. Yarmout: ,1>!�A�26 f
Type of Building: `
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow S v1 gallons per day. Calculated daily flow 3 3 O gallons.
Plan Date / Number of sheets I Revision Date A'Z
Title iyt�t a
Size of Septic Tank 7G'2!> eais Type of S.A.S.
Description of Soil -G(- ;2/,+,!2
Nature of Repairs or Alterations(Answer when applicable)
It
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue y this o d t'�Ile lth.
Signed Date a y
Application Approved by Date `� 0
Application Disapproved for the following reasons
Permit No. 2,oO3—tyl Date Issued 3
`L003 (27 Fee-' S
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
_ 3ppr cation for Miopogaf bpotem Construction jr it4
Application for a Permit to Construct( )Repair �Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.,,2� i<! 1 I)o �C /?J0 Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installei's Name,Address,and Al&cB'CANCO Designer's Name,Address and Tel.No.
350 Main Street ye
W. Yarmouth, MA y02673
Type of Building: _ x
Dwelling_ No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design.Flow S c� gallons per day. Calculated daily flow 3 3 O gallons.
Plan Date /,� � Number of sheets i Revision Date ,tom//4
Title
Size of Septic Tank /GUU ef-;S Type of S.A.S. A—/ /01417
Description of Soil
II
Nature of Repairs or Alterations(Answer when applicable) P G / /Q r-7
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
Cate of Compliance has been issue y this 0drd o ealth. r `
«� Signed i ( J,t,c A Date A�!
Application Approved by Date y D��
Application Disapproved for the following reasons
Permit No. Date Issued fG 3
JTH� E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
YS' 4
- v Certificate of Compliance /
THIS 9IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( �-YTpgraded( )
Abandoned( )liy
at c- -T ii �p;. �l2 ! ' k has been constructed in accordance
with the of provisions Tittle 5 and the f System Dis osal stem Construction Permit No. 2003-I Z`7 dated / tJ
p _ P Y
Installer Designer
' The issuance of t
permit shall not be construed as a guarantee that the system will€unctio .as designed.
F Date S61 Inspector h- i.•. ti': ��
No. 20o 3 - (27 .S Z)
Fee
i' THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
1igpo5al Opotem Construction permit
Permission is hereby granted to Construct( Repair(L.-. CJp rl de( )Abandon( )
System located at �. N� T 119
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: Construetion must be completed within three years of the date of this pe
Date: ( � Approved by _
� v
r -
TOWN OF BARNSTABLE ��-
LOCATION 015.11X6 LF"Rd 40 SEWAGE # ®."127
VILLAGE grAAA- ASSESSOR'S MAP&LOT O 200{o
INSTALLER'S NAME&PHONE NO. 1;AS CeiyC a
SEPTIC TANK CAPACITY fX/STNgi Id WO 94� /'OVD'94/ lOUAV Ch-446,
LEACHING FACILITY: (type).,2�•$'6t12*1 OR./t,Jte d s (size) 1:5*oX 03 if Z
NO.OF BEDROOMS
BUILDER OR OWNER
PERMUDATE: I—03 • 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
,bh =C9
,S1=t9' ,taslt/
ewr - •-
i
Wo
M "
- 'M'IROTECHLABOR4TORIES,INC.
'AIA'CERT.•NO.:Ai-ALA 063 ,
449 Rte. 130
Sandu ch, AIA 02563
508(888-6460) 1-800-339-6460
FA_Y(508)888-6446
CLIENT: Fred Clifford LOCATION: Poppie Bottom Road
ADDRESS: PO Box 430 W. Barnstable, MA
S.Yarmouth, MA
COLLECTED BY: Fred Clifford SAMPLE DATE: 2/5/2003
SAMPLE TIME: ' 2:30PM
WATER SAMPLE TYPE: Replacement DATE RECEIVED: 2/5/2003
LAB I.D. #: 0302044
WELL SPECS.: NA
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date AnaWad
Limits
Coliform bacteria / 100ml 0 0 9222 B 2/5/2003
pH pH units 6.5-8.5 7.09 4500 H+ 2/5/2003
Conductance umhos/cm 500 0. 300.1 2/5/2003
<
Nitrate-N � mg/L 10.0 01 0.0 2/5/2003
Nitrite-N mg/L 1.00 <0.004 300.0 2/5/2003
Sodium mg/L 20.0 13.6 200.7 2/7/2003
Iron
. mg/L 0.3 3.73 200.7 2/7/2003
Manganese mg/L 0.05 0.695 200.7 2/7/2003
COMMENTS: Iron and Manganese are not a health hazard, but can cause taste,
staining and odor problems.
Filtering system should be Considered.
<=less than Date
>=greater than Ro aid J. Saari
TNTC=too numerous to count La ratory Dir t r
c. .�,.. I/t� ..; _�q ;i, ,•
4
TOWN OF BARNSTABLE
LOCATION J SEWAGE # 03- Q12
VILLAGE tN • �3A�n STr�lo� ASSESSOR'S MAP & LOT l D s 0%
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY t' UUb I ft Dom Am
LEACHING FACILITY: (type) oZ" S0� irn' (�i-►T_ (size) a CA 13 x �.
NO.OF BEDROOMS 3
BUILDER OR OWNER CAre-"
PERMPTDATE: 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 lea c ng facility) _ Feet
Furnished by r"l SA
A �^e"_ .
Q��k
_a o i
f3 �
� � /S 3
a �� /s o
3 S� yq o
� �� ���
TOWN OF BARNSTABLE ��-
-,LOCATION, W16 f C P10 Lf A 40 SEWAGE # 1-17
N II JAGS I60-r &9,Jri44k ASSESSOR'S MAP&LOT b '00(0
INSTALLER'S NAME&PHONE NO. 4�pe CO�NCO
SEPTIC TANK CAPACITY EX15-11'ay /ate R41, -/'"z
LEACHING FACILITY: (type)2 save./ acyrL.J-6711S (size) `X 13'-Y Z
NO.OF BEDROOMS
BUILDER OR OWNER 0—/9 �
PERMITDATE: OMPLIANCE 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
A43 a3=
, O .
W V v V l !I f
�0. -—---------- Fee-- -------------
BOARD OF HEALTH
TOWN OF BARNSTABLE MAP
PARCEL ' 1,SKS(g
ApplicationforVell Con5tructionpermitLOT
Application is hereby made for a ermit to Construct bl'"Alter or Repair ( )an individual Well at:
t4ation Address Assessors Map and Parcel
`(7 0 er Address
Building Installer — Driller /Address PARCEL
Type ofDwelling LOT
Other - Type of Building No. of Persons-
Type of Well— Capacity
Purpose of Well---
Agreement:
The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation unt* e ' ica liance has been issued by the Board of Health.
Signe date
Application Approved By
/23 date
Application Disapproved r the following reaE(AL
I' date
Permit No. Issued(I 00
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate (Of COMPfiaHIP
THIS IS TO CERTIFY, That the Individual Well Constructed Altered or Repaired
by------ —---------------------------
Installer
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. ____—------------Dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE Inspector —-----------------------
r
V_ 7 ------------------.-
o Fee. -
BOARD OF HEALTH
TOWN OF BARNSTABLE ,
Application-*r Well Con0ruct ion Permit
aD Gi
Application is hereby made for a permit to Construct ( k), Alter ( ), or Repair ( )an individual Well at:
f 7 `•. titration — Address — Assessors Map and Parcel
Owner �, v 4 Address
14
o Installer —.Drille/r 0. �Adress
Type of Bu%ing
Dwelling -------------- -- -- �,,
Other=Type of Building--- ------- No. of Persons------------- ------
Type of Well Ewe z __— ------_ Capacity---- -
Purpose of Well----d t'---------
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance.with the`provi�sions of The
' 11
Town of Barnstable Board of Health Private Well Protection Regulation - The undersi named/further agrees-not to
place the well in operation until a ert' icate:' f C!o ofiliance has been issued by the Board of Health.
Signed — - ^(- — - - -----
— ��f/ date
Application Approved By - f4 -'j --_
date
Application Disapproved for the following rea`ns:-------- ------ - ---- --
---------� --_—date
Permit I�o. —�---�- Issued---— - --
r date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of ComPliante
THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( )
by——— Installer
at- -— --------- - --- - ----- -- -----has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. ---------------------Dated---- ---------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------ —-- -- Inspector-- - --- - ------—-------
BOARD OF HEALTH
.TOWN OF BARNSTABLE
well Congtructionpermit
0. O 3 / e Fee-Permission is hereby granted ---------------
to Construct ( Alter ( ), or Repair ( ) an In�iviidual lvl �t:
� 1{ j
--- -- - - -
No. -_u DAB . -- --f { -Street
as show/n�own the alication fora YVell Construction Permit
No. ---- -_ -- Date �c—__ --- -------------------
- ----------------------
/ - i Board of Health
DATE --
�,L O C T 1- �N�'-. '� '� � SEW o,�,E-P ER.MI�►a 0.,
6-U1L_DE=R 5--Q-4 E= ADDRESS
� q�. - - - - -
:��►TE=PER_N117 155UE-D:�_�—`= T-�— — — —�
DyAT E=COM.P L_I=At
. _
� ..
.. ..:.
. . D _. ..
., P
_... .. .. � b ... _.. __._,
,.
` TOWN OF BARNSTABLE
LOCATION POPPLE AD SEWAGE #
VIL,T,AGE —ASSESSOR'S MAP&LOT t4de
h INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /000
LEACHING FACILITY: (type) �SF 07) (size) i va Q GAL.
NO.OF BEDROOMS
BUILDER OR OWNER MR ,4— M /t, 011 l i Rm ( W Y
PERMITDATE: P 97 COMPLIANCE DATE: / 9 7 Y
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 7 11W AA,", (64
�EA�y?F1jifs ^�YT 4
1�
Li
No....�J. R' FR$..... .................._�
THE COMMONWEALTH OF MASSACHUSETT!
BOARD OF HEALTH
-----TOVdN............... .--•---OF..............BARNSTABLE
..................................................................
Appli>ration for Disposal Worho QlvustrudWn V&mlt
Application is hereby made for a Permit to Construct Gcx c or Repair an Individual Sewage Disposal
` System at:
I . -�
HIGH POPPLiE ROAD - o Lot LOT 6
..... • --_...------. - -----
-
r' --
r �ion .ress
Instr_e��:
Address
Type`af uilding Size Lot36420.7 Sq. feet
�-, Dwellingx No. of Bedrooms............. ...........................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons....A—P__--____:•___- Showers ( ) — Cafeteria ( )
Otherxtures .-•----•----------------------------------------------._...------------.
0 200-4•D0
W ' Design Flo ...............................
----•---------------•-•---. �S� gallons per perso%pter 6W. Total �l�ly&yw............---............................gallons..
94 Septic Tank—Liquid capacity._.._...._..gallons Length_....-..__...... Width................ Diameter................ Depth---S'.Mel
Disposal Trench—No..................... Wit _+__ _t,____._... Total Length._...___. _,____._ Total leaching area........ ...No.............. .................... inlet------- area
ft.
z Other Distribution box (3CX) Dosing tank ( ) MAY 24 1973
� Percolation Test Result Performed by.......................................... _. Date._..._....__...
�8'r--•---------------- - NOT!E Eiv C�O NT ERBIT,
1.4 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................
(3, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to grout ;wa
9 n
Description of Soil............... n nT�n, -----•--------------------------•-•--------------------"-----
x --•--------••-•-•••-•ti�rr r_RnzrT. 1rrmu . KIT,• m arF mTTT,
U ___ _ ..---- -.S _r��_T =R.
',.
U Nature of Repairs or Alterations—Answer when applicable........................................ ... ... _
WIN
-----•--------•---------------------------------•--....-----------------•----.......--••-------...---•---..._._....._•••••--•--•••-•-•••-----•-• t
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acco nce with
the provisions of Article XI of the State Sanitar ode—The undersigned further agrees not to place the,system in
operation until a Certificate of Compliance h s been i sued ybyte o of h
Sign d__ .. �.. _�_.f�-.••__ � �Q ��.--
Date
Application Approved By...... •/••.... -•...... !�!Lt _--....................
_
Date
Application Disapproved for the following reasons:...............................................-...== --
•-•-------------------------•----••--•-•--•--------------•----------•-•-•----------...-•-----..._....------ =................--------- +--... �- ---
Date
Ci
�F
PermitNo......................................................... Issued-•- --- ---- •--... ...--..... ......
�r
Date
...r.r•.
No... 'k Fss.....� ,.....�..�.._
i
T41E COMMONWEALTH OF MASSACHUSETTS
s BO°: D OF HEALTH
TOW-H......:................0F....:..:.. :..BARTI Z A �;
Applira#ion for Disposal Works Tonstrnrtiun Frrmit
Application is hereby made for.a Permit to Construct ( or Repair ( ) an Individual Sewag& Disposal
System:at: `.
-- all . --•- Wow.......................................=--.....- X
{ -- --
cafioLN
n-Address -
----- or n ---�pp Lot No
y re�_R f
Installer .Address ,
U Type of ildirig Size Lot�6 ..��` ........Sq. feet
�. Dwelling No. of Bedrooms___ .. .........................Expansion Attic ( ) Garbage Grinder ( )
aOther_Type of.Building ...........................: No. of persons.--' ' Q.............. Showers Cafeteria
Other.fixtures --------------------- .........
W Design. Flow................................ gallons per person per Total }ly 6�w............�+...'� r ---------- gallons.
WSeptic Tanker Liquid capacity� ga510 - llons', Length..... _-_. ... Width......:......... Diameter_.: -____.... Depth_
x , Disposal Trench No..................... Widt1�. Total Length Total leachi area__ . r s :ft.
} 1 U t 6 11 ----- , 5t.. i q
Seepage Pit No ____---_--------.Diameter ;_._.. Depth below inlet Total. leaching area. ...._........sq. ft.-
Z < Other Distribution'box ( �*)' Dosing tank ( )
Percolation Test Results Performed by...................... Date. ti�
tt •.... -K
f3 Test Pit'No. 2---------------mi minutes per inch Depth of Test Pit........._ ......."Depth to round,��v€ste
PDepthP gr
P P p g oun oV
_2,A iI nn r t9tn�"!ti T, O
Descriptions of Soil.................3.6£► X'7?,`i
U ------------ F s+t c'*�1t T.,..
.............. ` ..................... ........a4_........................................................_ -----..
U Nature of�Repairs or Alterations—Answer when applicable................................................ . ��re •�!
Agreement
The 7 undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
provisions of Article XI of the State Sanitary Code—The undersigned further agrees not,,to_place.the system in
operation until a Certificate of Compliance ha "eensued'by th'e,. oar of h n'
Sign d: . te
.fit.
Application Approved BY .- �._.:..
li ate
Application DisappFoved for the following reasons:...._:
j? :.-•----------------------------•- --•--- ............-----.......----------..................................-------• .........
Date
Permit"No.. Issued._
... ,. ••------•--.. ......................................
i ro Date
.
THE'COM.MONWEALTH OF-MASSACHUSETTS
BOARD O e HEALT
-4115
r- �rr�ifixatr of �unapli�tnr.� . � �"•
THIS 0 C F at the Individual Sewagq Disposal System constructed ( + ) or Repaired ( )
by •---••---
---- ..
�� ._..
at. f Yer
..........
has been installed in accor ance with tons of`Arti I f The• p ��� . State Sanitary. Code as:described m the
application for Disposal Works Construction Permit:No............. ......................... dated.................
.........................:..:..__
THE-ISSUANCE OF THIS ,CERTIFICATE, SkkLL NOT EE-CONSTRUED AS A GuARANTEI �AAt THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE - Inspector..................................................;:...............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD O HEAL, ,H ,
s
No..... * .OF................. .................................................. .... y
FR
Dispnull luorks (111nlitr inn. f rrmit
Permission is hereby granted.............................................................................................................. .......
to Construct ( ) o Repair an hn . idua y_ ) Se Disposal S.y
at No...... -
. " j=
Street
as shown on the application for isposal Works Construction P o Dated..._
................................... ..........--
F DATE...::.: �G Board of Health
/. . -7.............. .
FORM 1255 .HOBBS & WARREN; INC., PUBLISHERS i
I
15" INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT
NOTES: 48"o.c.MAX.W/SIMPSON BPS 5/8-3 BEARING PLATES
6" 9.. PLACE BOLTS WITHIN 6"-15"OF EACH CORNER AND 20'-0"
"
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS TO A 8 MINIMUM DEPTH,BOLTLENGTH IS 10".
&DIMENSIONS IN THE FIELD
2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,
DETAILS,&FINISHES IN THE FIELD WITH OWNER El NEW
( LINE OF EXISTING
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ae'o.c. I DECK BSUNROOM DECK
FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR TO BE REMOVED
o 9 ---------1— ---- 4-0ll
0
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS - ;; �-- -
STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2015 3'-3" 3'-3" ,'-3" T-2 3/4"
ANDERSEN I
.. O 6.3.,x 1.9,.
5.) 110 MPH EXPOSURE B WIND ZONE TRANSOM
t 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, A ERSEN ANDERSEN ANDI RSEN ANDERSEN
OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING TVV21052 TW21052 TW2 052 TW21052
7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD
I I I
8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SURVEYOR FOR ALL
PROPOSED&EXISTING DETAILS I ANDERSEN NEW ANDERSEN `
" TW21052 i SUNROOM TW21052
9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
I
ALL SIMPSON COMPONENTS (V�ULTED CEILING)
I A I A
Z tl= P.T.2 x 6 SILL W/SEALER 3 I A3
10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS m - - _ I ANDERSEN
TO BE 3000 PSI —
n TW 1052EN I VELUX 11/ELUX TW21052
04
11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE SKYLIVSM0GHT I SKYLI
SKYLIGHT I I SKYLIGHT
DURING FRAMING CONSTRUCTION LfOVE J ABOVE J
a•-9" LI _
12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2GRADE ANCHOR BOUT DETAIL TW1052 I ANDERSEN
13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED
14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY
EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION
INSTALLER/CONTRACTOR. ON. ' ' -
I I
NEW MULTJLVL BEAM ABOVE
Li
II 11 u
EXIST.
EXIST. - KITCHEN
DINING EXIST.
GARAGE ��� iY q7 ' e
NAILING SCHEDULE
110 MPH EXPOSURE B WIND ZONE
JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING
ROOF FRAMING: FIRST FLOOR PLAN
BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10tl EACH END
RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END
WALL FRAMING: LEGEND:
TOP PLATES AT INTERSECTIONS(FACE NAILED) 416d 5-16d AT JOINTS
STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c.
HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES EXISTING WALLS
FLOOR JOISTT SILL,
CONSTRUCTION TO BE REMOVED
JOIST TOTO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST L--J
BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END NEW CONSTRUCTION
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK MO
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST
BAND JOIST TO JOIST(END NAILED) 3_16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PERFOOT IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS
ROOF SHEATHING: CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
WOOD STRUCTURAL PANELS(PLYWOOD)
RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS)
RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10d 6"EDGE/6"FIELD U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE
GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD 0.30 MEND. 0.55 49 21 or 13.5 30 15119 10(<FT.DEEP) 15/19
W/STRUCTURAL OUTLOOKERS NOTES:
GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD
1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS.
CEILING SHEATHING:
2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR
GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD
OF THE HOME OR R=191NSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL
WALL SHEATHING: 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS
WOOD STRUCTURAL PANELS(PLYWOOD) 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR
STUDS SPACED UP TO 24"o.c. Bd 10d 3"EDGE/12"FIELD &RI CAVITY INSULATION
1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD
112"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD -
�') FLOOR SHEATHING:
b WOOD STRUCTURAL PANELS(PUY WOOD) _1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD
GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD
M
THE
l
BAY C NEW ADDITION/REMODELING FOR• CONSTRIGNERS HALLBEUCTION.THE DING COND IFTRACTOR
ANY SCALE .
COTUIT ✓� 1 DESIGN, LLC _ - _ THESE DRAWINGS
ARE FOUND ON DRAWING NO. .
lu\ THESE DRAWINGS PRIOR TO START OF
43 BREWSTER ROAD ' WILLS BE RESPONSIBLE FORT ECOWENTTOR 1/4"
MASHPEE MA. 02649 SNYDER/KENT RESIDENCE T _ THESIN ESEDRAWINGSE SONSTRUO TH
ON
COMMENCES WITHOUT NOTIFYING THE
IGN
R OF
OR
S.
OF THE WNERNOTEDOAS OTHER USE OF DATE
PH. (5O�55JJ�.``11 274-1166 -- THESE DRAWINGS ARE SOLELY FOR THE USE
FAX(50 ) 539-9402 OF THE DRAWING REWIRE OTHER USE OF Q
25 HIGH POPPLE ROAD WEST BARNSTABLE; MA THESITECTUNGSREYRIRESTHEWRRTEN 11/JO/2017
CONSENT OF THE DESIGNER UNDER THE
Al
ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.
VERIFY ACTUAL ROOF PITCH
IN THE FIELD
29'-3"
12
7.5
REAR ELEVATION T.6x 6POSTS Ll
NEW ASPHALT ROOF SHINGLES
® i \ NEW PVC FASCIA,FRIEZE,&SOFFIT
/ \ BOARDS TO MATCH EXISTING
TOP OF PLATE
NEW PVC CORNERBOARDS
TO MATCH EXISTING
i� AZEK DECKING
i� &RAILINGS w
LEI S
U
\� FIRST FLOOR v l
SUBFLOOR
TOP OF PLATE
EW W.C.SHINGLE SIDING z
RIGHT ELEVATION NEW
MATCHPVCIM TO
IN TO MATCH EXISTING Z
X
EluHl[
El Ell L
U
FIRST FLOOR
CUDf-LOOR
r
LEFT ELEVATION
TH SHALL.BEIF
ERRORSIGNER OR OMISSIONS ARE FIOUND FIED ONV SCALE : DRAWING NO. :
COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR; CONSTRUCTION.
THE BU TO ILDING
CONTRACT
43 BREWSTER ROAD ' WILL BE RESPONSIBLE FORT ECONNTENT0 114"
MASHPEE ,MA. 02649 SNYDER/KENT RESIDENCE _ THEIN SE
DRAWINGS
IFS CONSTRUCTION
TH
COMMENCES ANY
.ANY THEEING HE
USE
A2
DESIGNER OF ANY ERRORS OR OMISSIONS. DATE
FAX
(508yJ�`1 274-1166 TOF HESE DRAWINGS ME REQUIREELY FOR S
USE
FAX(50d) 539-9402 CONSENT
TOFTHE DESIGNER
ANY OTHER USE OF
25 HIGH POPPLE ROAD WEST BARNSTABLE, MA THESE
ITECTUDRAWINGS REORIRESTHETECTION 11/14/2017
CONSENT OF THE DESIGNER UNDER THE
ACT OF1990. COPYRIGHT PROTECTION
ACT OF 199U.
P.T.2 x 10 LEDGER BOARD SCREWED TO
20'-0" NEW 12"DIA.CONCRETE
SOLID BLOCKING U2 J ISTS HANGERS
SCREWS 6'-8" SONOTUBES TO 4'0"BELOW 20'-0"
16"o.c.W/ZMAX LU28 JOISTS HANGERS 6'-8' 6'-8" GRADE.USE SIMPSON ABU66
INSTALL SIMPSON DTTiZ TENSION TIES POST BASE 8 IMPSO E6 POST
AT(4)LOCATIONS FROM HOUSE TO DECK
JOIST(1)EACH END 3-P.T.2 x 10's CAPS FOR P.T.6 x 6 POSTS
=4`7
4 x 6 POST FROM RIDGE DOWN
TO HEADER BELOW 8 FROM
W/MID-SPAN BLOCKING HEADER DOWN TO FOUNDATION
4 4 4 16'-0" 4'-0" 4
eo ao
NEW 8"CONCRETE OUNDATION
WALLS W/(1)HORI NTAL BAR 16'0" 4-0" SOLID BLOCKING IN THE OUTSIDE
�j AT TOP 8 BOTTOM F WALL 8 TWO RAFTER BAYS AT 411"O.C.
8"x 18"CONCRETE FOOTINGS
W/2 X4 KEY
BEAM 42 2/-314"x 7-1/4"LVL
ME
P.T.2 x 10's 3K,2J 2J 2.1 3K,zJ
o I SOLID BLOCKING IN THE OUTSIDE
3K,2J
A I TWO JOIST BAYS AT 48"D.C.
3 I A3 1LUi
d
0 o i
Ir
BASEMENT I I o - A y y A
'Q WINDOW i I I I 3 o zJ zJ o' A3
z z
z z
2 x 10's i 6"o.c. 4 1 Z 4
W/MID-SPAN BLOCKING I I ZO O
1.
4.-9" I I NEW I l a w 4'-9" zJ `
CRAWLSPACE I m
4"CONCRETE SLAB W/6 MIL I -
.POLY UNDERNEATH I _
a m 4x 6POST UN DER EACH
I 3K,2J 3K,2J END OF NEW BEAM
I I I I
BEAM#3(3)1
♦ ( 4x6POST FROM
DRILL 8 PIN NEW FOUNDATION REMOVE EXISTING RIDGE DOWN TO
TO EXIST.FOUNDATION WALL BASEMENT WINDOW I BEAM
TOP 8 BOTTOM EXIST. FOR ACCESS INTO ♦\
NEW CRAWLSPACE EXIST.
BASEMENT
GARAGE NEW ROOF TO BE BUILT
OVER EXISTING ROOF
♦ I
FOUNDATION PLAN NEW ROOF CO.c.
-2 x 1 ROOF RAFTERS @
-AS C SDX PLYWOOD ROOF SHEAEA
THING ROOF FRAMING PLAN
-ASPHALT ROOF SHINGLES
-15LB.FELT PAPER
4 x 6 POST FROM RIDGE BEAM#1(2)1-3/4"x11-7/8" -SPRAY FOAM INSULATION
DOWN TO(3)7-1/4"HDR.W/ LVL RIDGE BEAM @ SLOPED CEILINGS(R=49) NOTES:
4 x 6 POST DOWN TO 4 x 6 POST FROM RIDGE
FOUNDATION UNDER DOWN TO HEADER -SIMPSON H 2.5 HURRICANE CLIPS )
1. ALL ROOF RAFTERS TO BE 2 x 10's
EACH END OF HDR. AT ALL RAFTER ENDS UNLESS OTHERWISE NOTED
2 x 4's @ 16"D.C. -ICE/WATER SHIELD AT BOTTOM
1/2"GYP.BOARD 3'0"OFROOF i 2.) USE SIMPSON H2.5A HURRICANE CLIPS
ON 1 x 3 STRAPPING -PROP-A VENT BETWEEN RAFTERS I AT ALL RAFTERS ENDS
16"o.c. -WIND WASH BARRIERS I
12 @ -ALUMINUM DRIP EDGE 1 INSTALL FLASHING UNDER 3.)VERIFY GUTTER TYPE/LAYOUT
INSTALL NEW SPRAY FOAM 1 HOUSEWRAP 8 DECKING
7.5 3)1-3/4"z 7-1/4"LVL HDR. INSULATION(R49) I W/OWNERS
I DECKING
TOP OF PLATE CONTINUOUS(3)2x8 HEADER I
(3)2x8 HDR.,HUC26-3 -
r AT POST END,TYP. ❑ ■ ❑ FLOOR JOISTS `
BOTH SIDES TYPICAL ASPHALT
BALLOON FRAME THE
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N NEW WALL CONST. 5/8"CDX PLYWOOD SHEATHING
IX 2 x 12 RAFTERS 15#FELT PAPER
= I.2 x 6 STUDS @ 16"D.C. —INSTALL REEL 8 STICK
3/4"T 8 G PLYWOOD NEW 2.1/2"PLYWOOD SHEATHING RUBBER MEMBRANE SIMPSON H 2.5A HURRICANE CLIPS
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4.1/2"GYPSUM BOARD
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SUBFLOOR 6.TYPAfBAFIRI P.T.2 x 8's @ 16"D.C. 1 x 8 FASCIA BOARD
JOIST w/TWO(2)LEDGERLOK SCREWS 1 x 3 STRAPPING W/
NEW P.T.2 x 6 SILL NEW 2 x 10'S @ 16"o.c. INSTALLED PER IRC 507.2 SPACING 1/2"GYPSUM BOARD
W/SEALER RED NEWARD
3-P.T.2 x 10'S DECK DETAIL O STS SHALLTBE INSTALLED AL ED ID UPONNOIST SPAN. 1 x 3 SOFFIT BIT OARD
SOFFIT VENT
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C RAW LS PACE UNDER POSTS, APPROPRIATE HANGERS SIZED FOR JOISTS. i 1 x 3 SOFFIT BOARD
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NEW SPRAY FOAM 2"CONC.SLAB W/6 MIL 1 x 6 FRIEZE BOARD
4 INSUL,(R30) POLY UNDERNEATH MECHANICAL CONNECTION FOR DECK
LATERAL LOAD RESISTANCE(3000 LB LOAD
2"DIA.CONCRETE SONOTUBES TOTAL)REO'D.USE SIMPSON DTT2-Z(IN 2
i( O 4'0"BELOW GRADE.USE SIMPSON LOCATIONS)OR OT O B(IN 4 LOCATIONS). DETAIL AT WALL
BU 60 POST BASE UNE UUNNECTOR TO BE INSTALLED WITHIN
n S E CT I O N @ S U N ROO M NEW 8"CONCRETE FOUNDATION 24"OF EACH END OF THE DECK. MINIMUM
WALLS W/(1)HORIZONTAL BAR LEDGER BOARD SHALL BE P.T.2x8
AT TOP 8 BOTTOM OF WALL& ANCHORED TO STRUCTURE PER IRC 507.2 SCALE: 1/2"= 1'-0"
,� A3 8"x 18X"CONCRETE FOOTINGS '
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ITECTUDRAWINGS REDRIRESTHEWWTEN 11/30/2017
CONSENT OF THE DESIGNER UNDER THE A3
ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.
Ion TEST HOLE LOGS
ASSESSORS MAP : NOTES:
PARCEL : Cp 1) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH
SOIL EVALUATOR : h4!yl:9. R,S , HIS PLAN, 1995 MASSACHUSETTS TITLE V & TOWN OF
FLOOD ZONE: C/ IDA-J -D �'T_A bIJ. !.G BOARD OF HEALTH REGULATIONS.
WITNESS : '/
REFERENCE: $�rj�6�5 DATE: CE`mae;r, 174002 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES,
PERCOLATION RATE': �jT Ao L�Is SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO
C L Ass I SOIL- >V 5°_I 'pro 0 BSc , 1.71 _K=4,'I�� Pd/ �. INSTALLATION.
,r TH- I �41 TH-2 3) THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION
ONLY, AND SHALL NOT BE USED FOR PROPERTY LINE
„ A S� h`I `%'3 Dq
DETERMINATION.
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SAS n� 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS
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FLOOD ZONE: CWITNESS : 7 —�-- -s� BOARD OF HEALTH REGULATIONS.
� t/A711T) .>1�1yiJ
REFERENCE: DATE: U tF-CE'M P3Ei2 17) WO", 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES,
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