HomeMy WebLinkAbout0428 WIANNO AVENUE - Health nsterville
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LOCATION lb \A/ kn, ,, hmN � SEWAGE# 3.
JILLAGE pS -1 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. C+r V
. Z!
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type� ew�prsize
NO.OF BEDROOMS S
OWNER (1/
PERMIT DATE:�.n 11 �'� COAPLIANCE DATE: r� J
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
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TH OMMON EA H OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppliLatlon for Disposal *pstrm Construction permit
Application for a Permit to Construct( R pair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. �� i4 R Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Desi ne 's Name,Address,and Tel.No. er
-To 3'Dg- 28-
37 Y4�
Type of Budding:
Dwelling No.of Bedrooms Lot Size 1,2 RCr-e S sq.ft. Garbage Grinder( )
Other Type of Building JeeS �°`el��hC No.of Persons Showers( ) Cafeteria( )
Other Fixtures pp
Design Flow(min.re fired) 1� P-D gpd Design flow provided CC gpd
Plan Date '1 Z 111�.7 Number of sheets Revision Date �b�2 �7
Title f` 6"Lin �� oS 4:A f�o�J`e of S
Size of Septic Tank EY �5'Oo Ga 6l Type of S.A.S.
Description of Soil '
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure a construe' maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 o ironmen4 a and not to place the system in operation until a Certificate of
Compliance has been issued by this Bo
i e Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. -- Date Issued
No. b ' Fee /
TYRE GOMMN�LTH OF MA55AG:H TTS Entered in computer:
PUBLIC HEAL-TH�-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21pplication for Disposal 6pst m Construction 3permit
e'
P
Application for a Permit to Construct(!2epair( Upgrade( ) Abandon( ) ❑Complete System O'Individual Components
Location Address or Lot No. �� r4•r n 6 A V6j Owner's Name,Address,and Tel.No. '-
Assessor's Map/Parcel '' (; ; ._ A 4y�y<<e( ��.e� G r
ti
Installer''s Name,Address,and Tel.No. Designer='s Name,Address,and Tel.No. ,
3� � h �.
Type of Building:
_ - Dwelling No.of Bedrooms Lot Size l Z gef-e C sq.ft. Garbage Grinder( )
Other Type of Building �i'3i�r��`hf No.of Persons Showers( ) Cafeteria( ).
Other Fixtures
Design Flow(min.re uired) S D G f rj gpd Design flow provided gpd
a
Plan Date / / Number of sheets Revision Date ! 2 7
Title
Size of Septic Tank E Y IS'o0 (�lton Type of S.A.S. rlo f-&r �
Description of Soil 7' (�
Nature of Repairs or Alterations(Answer when applicable)
P L
Date last inspected:
Agreement: `• •�.,�..
s The undersigned agrees toens re' a construch'o`n andy an e�n f he afore described on-site sewage dis
posal system in
accordancwith the provisions of Title 5 ofr'e�a
ental Code'and not to place the'system,in operation until a Certificate of ,
��Compliance has been issued by this Bo ddSi' ed % AAA e / /J t _ Date
Application Approved by � .• / _ Date
Application Disapproved by �,/ I Da e �{
j for the following reasons /-
s / PermiiNo. '" Date Issued /// /0 /
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed X Repaired( ) Upgraded( )
Abandoned( )by
at ZQi ��,'9nhU �:� (� � has been constructed• aaccorlan e
with the provisions of Title 5 and the for Disposal System Construction Permit Noy / 'dated
Installer 4,�J—� Designer
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will ffancti n�signed.
Date �// �/ Inspector ��'= _9 ------.��
-
No. __ Fee
~ THE COMMONWEALTH OF MASSACHUSETTS
z PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
irk
Oisposhl 6pstem Construction permit
Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( )
System located at
i
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date J J/"J Approved by
r r - �'�.✓ ter'/ j /'�
11/06/2017 11:21 5084289617 SULLIVAN ENG INC PAGE 01
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Town of Barnstable
Regulatory Services
a € Richard V. Scali,Interim Director
uRrasrs►t.e,
� Public Health Division
Thomas McKean,Director
200 Main Street,Hyannia,MA 02601
! ` office: 508-962-4644 Fax: 509-790-6304
Installer&Designer Certification Form
Date: Sewage Permit# 15EEDW Assessor's Map\Parcel�a
Designer: JJi'to4h b'hKihe %7-331or.�,. .. Installer: ' O.
w%a6ca �
,ems
Address: 7 P44", Id /?0 8'-x Address: (yam
On 0 e was issued a permit to install a
(installer)
septic system at I ) /'-Vi? _ bused on_a design drawn by y
(address)
l�'v �a ihtcr,.► dated '�Z1s1 , 'Ott I z
designer)
fI certify that the septic system referenced above was installed,substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS'or any vertical relocation of any component
of the septic system) but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory:
I certify that the system.referenced above was constructed ' fiance with the terms
of the IAA approval letters (if applicable) 0*fto�
S,4
JOHN Cl
Installer's Signature) No arise y
9D,, 9FG/STE��� cs�Q
_... ASS10NAL
Designer's Signature) (Affix Designer tamp Here
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A&
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC-11RALTH DIVISION.
THANK YOU.
QASepticDesigner Certification Form Rev 8-1413.doc
TOWN OF BARNSTABLE
LOCATION 41% WL aA n® SEWAGE#
VILLAGE QSVC fy;A ASSESSOR'S MAP&PARCEL m
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEAC UNG FACILITY:
NO.OF BEDROOMS
OWNER /UCstti.�n►C�► 6 was
v cn
PERMIT DATE: Io� l�1 COMPLIANCE DATE: A
Separation Distance Betwemo the: 00
Mmdmum Adjusted Groundwater Table to the Bottum of Leadjb*.Facility ]Feet. m
Private Waner Supply Well and Leaching Facility(If airy walls east on j
sine of Within 200 feet of leaching fmW) Fast
Edge of Weda nd OW Lftchmg Facifity(if any wetlaiXIS VA*within
300 feat of lea Ghing facility) Feet
FURNISHED BY
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TOWN OF BARNSTABLE
LOCATION �'� 2 f 4 �� A1,le- SEWAGE # �6�`l
VILLAGE ASSESSOR'S MAP & LOT 'O
I INSTALLER'S NAME&PHONE NO.Nt 1 k' e 9-0 j,5 S�L
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) �p r 10 3 (size) /
NO. OF BEDROOMS 4 (-
BUILDER OR OWNER a
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching y Facilit 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
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--� (1141
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COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
d
DEPARTMENT OF ENVIRONMENTAL "Ltd O D
MAY 1 7 2005
TOWN O FTH NSTABLE
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner's Name: Elizabeth Kahn
Owner's Address: c/o C. H. Newton Builders, Inc
PO Box 922, Falmouth, MA 02541-0922
Date of Inspection: April 28,2005
Name of Inspector: Gary J and/or Jane E Rabesa
Company Name: Rabesa Subsurface, Inc dba Warren Cesspool Service
Mailing Address: PO Box 2302
Teaticket, MA 02536-2302
Telephone Number: 508-540-7143
CERTIFICATION STATEMENT
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:
X Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature Date: May 6,2005
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.
Notes and Comments: Title V system with no failure criteria.
""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 I
Page 2 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes: YES
X 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:
c
B. System Conditionally Passes: NO
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:
Warren Cesspool Service 508-540-7143
2
Page 3 of i l
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
C. Further Evaluation is Required by the Board of Health: NO
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 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 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.
3. Other:
Warren Cesspool Service 508-540-7143
Page 4 of 1 1
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 428 Wianno Avenue
(Osterville) Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes No
—X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
_X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
_X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
_X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow
_X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped
_X_ Any portion of the SAS,cesspool or privy is below high ground water elevation.
_X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
_X_ Any portion of a cesspool or privy is within a Zone I of a public well.
_X_ Any portion of a cesspool or privy is within 50 feet of a private water supply wel I.
_X_ 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 forma
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 Systems: N/A To be considered a large system the system must serve a facility with a design flow
of 10,000 P_pd to 15,000 20.
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—I WPA)or a mapped
Zone 11 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.
Warren Cesspool Service 508-540-7143
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
Check if the following have been done.You must indicate"yes"or"no"as to each of the following:
Yes No
x — Pumping information was provided by the owner,occupant,or Board of Health
x_ Were any of the system components pumped out in the previous two weeks?
x Has the system received normal flows in the previous two week period?
x_ Have large volumes of water been introduced to the system recently or as part of this inspection?
x Were as built plans of the system obtained and examined?(If they were not available note as N/A)
x_ Was the facility or dwelling inspected for signs of sewage back up?
x_ _ Was the site inspected for signs of break out?
x_ Were all system components,excluding the SAS,located on site?
x_ 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?
x _ 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
x — Existing information. For example,a plan at the Board of Health..
_ x 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)].
Warren Cesspool Service 508-540-7143
5
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address:428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): four Number of bedrooms(actual): four
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 gpd(450 provided)
Number of current residents: none
Does residence have a garbage grinder(yes or no): no
Is laundry on a separate sewage system(yes or no): no [if yes separate inspection required]
Laundry system inspected(yes or no): n/a
Seasonal use:(yes or no):no
Water meter readings,if available(last 2 years usage(gpd)):2003 averaged 107 gpd,2004 averaged 41 gpd
Sump pump(yes or no): no
Last date of occupancy: over one year.
COMMERCIAL/INDUSTRIAL: N/A
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 no):
Water meter readings,if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information:(Property manager)never pumped.
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
x Septic tank,distribution box,soil absorption system
Single cesspool
—Overflow cesspool
Privy
_no_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:2000 permit on file.
Were sewage odors detected when arriving at the site(yes or no): no
Warren Cesspool Service 508-540-7143
Page 7 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C'
SYSTEM INFORMATION(continued)
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
BUILDING SEWER: (locate on site plan)
Depth below grade: 12"
Materials of construction: x cast iron x 40 PVC other(explain):
Distance from private water supply well or suction line: town water line 28'.
Comments(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK: X(locate on site plan)
Depth below grade: 13"/5"(over 10" riser)
Material of construction: x 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: standard 1500 gallon septic tank
Sludge depth: 7"
Distance from top of sludge to bottom of outlet tee or baffle: 27"
Scum thickness: none
Distance from top of scum to top of outlet tee or baffle: ------------
Distance from bottom of scum to bottom of outlet tee or baffle:-------------
How were dimensions determined:onsite
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.): The tank has no failure criteria. The DEP recommends
pumping every three years,depending on use. The tank was not pumped at time of inspection.
GREASE TRAP: NO(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.):
Warren Cesspool Service 508-540-7143
Page 8 of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
TIGHT or HOLDING TANK: NO(tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass_polyethylene other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: YES(if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of
leakage into or out of box,etc.): No failure criteria noted. The cover is 5" below erade over 10" riser.
PUMP CHAMBER: NO(locate on site plan)
Pumps in working order(yes or no):-------
Alarms in working order(yes or no):--------
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
Warren Cesspool Service 508-540-7143
'r;.io c i +;__ G,.. 4ii ci,)nnn 8
Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:428 Wianno Avenue
(Osterville)Barnstable,MA
Owner: Elizabeth Kahn
Date of Inspection: April 28,2005
SOIL ABSORPTION SYSTEM(SAS): YES (locate on site plan,excavation not required)
If SAS not located explain why:
Type
leaching pits,number:
leaching chambers,number:
leaching galleries,number:
leaching trenches,number, length:
x leaching fields,number,dimensions:one: 11' by 49'
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.): From permit on file,there are six flow diffusors with 3.5'stone on the sides and.5' on the ends.
Viewed by remote camera,it was dry with no previous failure signs.
CESSPOOLS: NO(cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth—top of liquid to inlet invert:_
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no): no
Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.):
PRIVY: NO(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.):
Warren Cesspool Service 508-540-7143
Y .
Pale 10 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
f
Property Address: 428 Wianno Avenue
(Osterville)Barnstable. MA
Owner: Elizabeth Kahn
Date of Inspection: April 28.2005
SKETCH OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE
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.
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Warren'Cesspool Service 568-540-714 —'"
R� E fi ° Le, c. w IN �-
Page I I of 11
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OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:428 Wianno Avenue
(Osterville)Barnstable.MA
Owner: Elizabeth Kahn
Date of Inspection: Anril 28,2005
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water is greater than 12 feet
Please indicate(check)all methods used'to determine the high ground water elevation;
x Obtained from system design plans on record-If checked,date of design plan reviewed:2000
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain: health agent
Checked with local excavators,installers-(attach documentation)Engineer's certification .
Accessed USGS database-explain: town t000granhy mans,USGS survey mans
You must describe how you established the high ground water elevation:
No groundwater found 12'below grade in October 1999. Grade to bottom of leaching is 616".
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Warren Cesspool Service 508-540-7143
T41e 17n_All QNAAA l 1
TOWN OF BARNSTABLE '
LOCATION `Z fP�nno i9rle- SEWAGE # Z6d0"�:�
VILLAGE r>S"t ���� 1�E' ASSESSOR'S MAP & LOT 'O
INSTALLER'S NAME&PHONE NO./yA 1 K �- 4-eC-e.r4 2 9-0
SEPTIC TANK CAPACITY 1 ,50 0 ; i Q
LEACHING FACIL=: (type) La B 3 (size) / 'C
NO.OF BEDROOMS -41
BUILDER OR OWNER o a ' t�
PERMITDATE: 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
13—Ell
c>
- Z: - .
f
No.Zle � Z A Fee s
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:uter: es
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for ]Diopooal *potem Con.5truction Permit
Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. K p 11 Owner's Name,Address and Tel.No.
Assessor's Map/Parcel L
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
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 gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil e ?pc "1
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued b�thisardof alth.
Signed2�, Date a
Application Approved by Date Z
Application Disapproved for the following reasons
Permit No. Date Issued .1 Z� Zer`
.- No. Fee
E THE COM MASSACHUSETTS OF MASSACHUSTS: Entered in computer: Yes
PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS
application for Migpogal bpgtem Congtruction j3ermit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. at r�7 v Owner's Name,Address and Tel.No.
Assessors Map/Parcel r t.( J G Gt �C t �•
Installer's Name,Address,and Tel.No. Desi er's Name,Address and Tel.No.
l_-e Cc co
.9
Type of Building:
Dwelling No.of Bedrooms �( Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
s Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date .'
Title F t
Size of Septic Tank Type of S.A.S.
'Description of Soil c—
• s
Nature of Repairs or Alterations(Answer when applicable) °'
Date last inspected:
Agreement: >.
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the;Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued' this and of,14
palth.
Signed Date J Q o
Application Approved by Date 3,14
Application Disapproved for the following reasons
i
Permit No. Date Issued 3 'Zoe
r
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance:
THIS IS TO CERTIFYy that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded('
Abandoned( )by AA L f; e L a Q r 4
at �) Q Lj t Q- h. h �' has beien constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.X '" �t�dated
Installer Designer
The issuance of s prerrrut shall not be construed as a guarantee that the system will function a/s des "d. r t
Date ! �� Inspecto %'r� ! i ��i! i'Y
1vv / l
————————— ————————————————
No. o /y Z Fee /
' THE COMMONWEALTH OF MASSACHUSETTS
16 ?-O ? Y PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS
.'= 'Wigpogar *pgtem Congtrur n 3pernitt
` Permission is hereby q( Td Construct( )Repair( )Upgrade( )Abandon( )
=� System located at �
.4
f
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.
y Provided:Cons ction ust be completed within three years of the date of thi t.
' •`_ Date: � Approved by�
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WISE•SURMAJONPS-ARCIU1FCf5
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REVISIONS -
Schematic Second Floor Plan
A y Den Addition for
Patrice and for Gregory House
428 Wianno Avenue
— — O MA
Schematic First Floor Plan ,6;p ,Z,-R&I
"���_ y•[.�yy f`� scoM:Va'.Ia ORIbN•c' �
11RX-41
x r'�
� � •�, TITLB Floor Dec
Scc & kPlen
c+vea;v.v2eK:�-kn:.:.•-... _....�.o,..:; exs.Pw.as�..4':s. ,-«,.M..-. .s.,.wo-...rn..W ReWted ed OPdone wl9ePtic Overlay
SCALE.IM•1'4^
- DATE:Ocmb ".2010
�..� DRAWN:0
DRAWMG NUMBER
:b "Id sk-02r6
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WISE•SURMA•JONES-ARCHITECTS
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�� REVISIONS:
- First Floar Plan
_ simian/r.ra -
North Elevation - - -
Den Addition for
Patricia and Nathaniel Gregory House
® ® ® ® 428 Wianno Avenue
oerm.wa MA
Mop lfi3 Lot 7A ZweRRI
THE
PROGRESS
Floor Plan wd Elevations
-------------------
DATE:),Iy I MI t
__ DRAWN:01
�� �� �� ce Dome ORAWE"G NUMBIX
° -� sk-01 rev
West Elevatlon
xa.vr•la Prvyrt..v-Not For Couttucnon
xna•suaMA•ronas.ARalnens
rLon
��
���
'Y
ZONE: �, l
S87-
41'30" '
-/ Sait 8 v a Area (min, 87,120 SF(RPOD) °�°�• - - N76-00'00" 52.82' S)•
1 ) Frontage (min)) 20' 36.66' J j2p°,
,'a:z• Width (min) 125' c°°r°O OrO - .� - .. _ .45 F
�y; '•�„\ �1. a )S Setbacks: aF�5�� _ ?'
Front JO' °0 04 >_ -_ ey
Side 75, �o`Oow 47.4T _ _ O
- > Rear)5' 60 a. --�[36 p^ p
/' 0'00"
N 76ro � 3;1 S6•```
r- OVERLAY DISTRICT: 448 Wan N H se irUst ?Op F
,2
Thomas&V/etorlo Va/lely, Ls.
AP - Aquifer Protection District - - t .. -
% - Cert.178235
FLOOD ZONE:
Zone A1J, B& C(see plan) S• 1�56 7.
pry. C Community Panel No.
LOCATION MAP: July 2, 1992
1"= 2000'f !'711Y
Arthur S J tzla J McCarthyASSESSORS REF.:Map 163, Parcel 24ro - I
DIRECTIONS: /
From Hyannis - Follow Main Street to the West EndRotary, and and then take Scudder Avenue; At the stop
sign take a right onto Smith Street, which turns // /' / I I i '
into Cralgville Beach Road; At the stop light take a _ - ---- ---- ---- R�7,9? L=70.01_,�_-
left onto South Main Street, which turns into Main _ .�- '-------______- -- -
Street after bridge; Take a left onto West Bay Road, i. / -\ "! I eFi - - - -- -------__r'�
and then of the stop sign take a left onto Manna _ .�/ i i.. I •\ %' /� - - - -----'f--- - -
Avenue; Site will be on the left. #428. �.-'
ctl
oa
Edge of Pavement ,; .. ,. i. 1 \ \ •\ •: \\ / .. ,. '� '
aaa-my �... / / . �'ao` / \ Wetland Flags - Q
_ Placed BY Brad Hall -
\ // � /�� 6!'S • > ' - / � (� Fall 2010
cry
p.
C6
' 2 Star
Wood 0-111hg -
'1 8428 Wianno Aw\
u.es• @•�4 `\ \ '.6 h°j \\ -
`sRb� ` v J\N 780g50 ro
MY
( `TO. \ �5•.' \.r"�� MI. •.a 'v6/' \\ \\\\\ \\ 1 ' - _ _
?o
A 10 O - -
Flood Zone Lines From FIRM Mop -
\ Community-Panel Number 250001 0016D
Map Revised July 2, 1992
Modify Shape of Addition
- No Chan a in Overall Footprint DATE: 08 03 11
REWSIONJj Add 7 bump for stairway to Proposed Addition.
NOTES: PREPARED BY.' - PREPARED FOR: 717LE_ Site Plan
1.) The property line.information shown was .i
1O�m compiled from available record information. Sullivan Engineering,Inc.'. Il CapeSury Nathaniel A. Gregory Proposed Addition
2.) The topographic information was obtained PO Box 659 7 Porker Rood P. 0. BOX 2.37 �
from an on the ground survey performed on. - Osterville, MA 02655 - Osterville MA'02655 At O
or between 101MAY102 and JO/JULY/02. (508)428-JJ44(508)428-9617 fox -(506)420-3994(508)420-3995 fox Osterville, Mo. '02655
428 Wianno Avenue
J.) fie datum used is NGVD '29. - capexurvQcaPecod.net R
4.) Location of Existing Shed Per Proposed Plans. Barnstable )Mass. ti
Draft: JOD .Field: WHK/MDH 40 O 20 4a Osterville W
5.) Wetland Flags Located By Sullivan Engineering .
Review:PS Comp.:- MDH/RRL DATE: •/ 1 7
SCALE: ++ C w o+ vi
Project:25019 Drawing fl C146-iPi.dw 201 November 9+
r .
ZONE:
- • �. t .ct '� Area (min.) 87,720 SF(RPOD) e..°. ... .. 0: S T41'0' - -
"s Frontage(min)20'. �tiA 52.82'
W/dth (min) 1 5' - 0'0 36,66
1 I Setbacks:
Front JO' Goo .. : .. -----------------------
Rears?0
.�. � '� •t�:, ..S7de 15• °tee � �
'' i✓�'�Y'a 75' . oµ7 - ;
p0,B --- -S 8T41 30'E o c�
k r. OVERLAY DISTRICT: N 7svo
448 Wlanno Houae TNat
AP - Aquifer'Proteetion District - - r - 7homaa wetox vwrT rrs -
a Cert.178235.
p�
FLOOD ZONE:
1. s
Zone AIJi B&C see plan)
Community Panel No. .�. - - - -- --
LOGATION"MAP July 2. 199z '
1,. 2000 t._ _ \ c
a1cbb k P rlc1'J N _... - -
....,W_. ._ .-.._ _ - ..... ........
_ _ ._,....____.:......_ _ _. . \ ww ... .__ .. _..... - _ - S.!Cert.162659-cC
Arthur arthy
i
•
� /fiSSESSORS _ - --
y i
--- �4fap t63 Parcel 24. ...:- ., /a I /.. / ./ .......
.._ _ ... -
DIR
_ �/ /
_ I ,
— Fr- _,=F.ofldw_.Moln.Stteet-ta
..:: .:. 'Rotary,and..then::take:'Scudder.,Avenue..:.At the...sto
Y _ ._ - ....P.,. _
f ht=- nto- ftfr... rturns.... I -
.: :,. .,... _...ake_a_r _o .Sm .St eet.':which ..._ _,... _,...:_.._,..... -- -....____:_. _. .,,_ .. ,., •'59..,._ _ __
-- ---into-CralgN lle"'Beaih"Rodd;"AC"the"etop 71ght take a'._- �. 'R.g _ .. ... ._.... _.._.
-left auto-South-Malrr Street--which-tums Into::Main..
. :,..;Street after bridge; Take a�Ieff onto West`Bay Road, ,I. .l -
. -aod-:thergt_th-e-stop-algn-take•:o:-Ie/t;.-onto-=Wlanno--_,._ / I ._. -.._. --
-_
- - -
Benchmark. -
.. Ato9 Na11Sat
Up of Pavement
e:9.45 ate' 1 \ 1, \
\ \ \ \ \ \\
Placed=Bp-Braa.Hall.._.-u ___ -
/ \�x\
2 StWbd art' -
\
142e Wldnno
i r 0
dit
aw
w � w
h0 4
s \
,.:. raU� _"i2z•., ��. � \ �_ _ 1� - q3®4
1919
4.
'---' .
20
... \ ?tom
a '
. . ..,• .. Flood Zone Llnes..From-_FIRM Map.:. .. . _ .. Community-Panel Number 250001 00160 -. - .---- Lr
C
\ Mop Revised July 2: 1292... .. .-. .. . .. ... - -
NOTES: PREPARED BY PREPARED FOR:' - TITLE_. -- -
,.. ....,<, .,.,..._... W 1.) The property line.information shown was �� _ ---- ---- - - - - - --- - site Plan
complied from dvatlobld,record"Information �jC�pPiS.V.
�� Proposed Addition
Sullivan Engineering,Inc. Nathaniel A. 'Gregory
2.) The topographic information was obtained PO Box 659 I' - 7 Parker Road
.from an on the ground survey performed on - Osterville, MA 02655 i Osterville MA.02655 P.. O.. BOX. 23Z r ' J�,{
or between 10/MAY/02 and
Jo/JULY/o2.. ( e„e,)420 J995 t Osterville,'.Mo. 02655 L�•28 wian/'inLO Avenue
^
(7a8NTB-JJI!(3U9)416-9917 tvx (506)420-J994(aae)42a-J9A5 rar
J.) The datum used Is NGVD '29.. - _
4.) Location of Existing Shed Per Proposed Plans. I-
5.) Wetland Flags-Located By Sullivan Engineering. .Draft: JOD Field: - WHK/MDH - 40 0 20 40 Barnstable (OSterville)Mass: W
Review:PS:- Comp:: MDH/RRL DATE SCALE: u — 'T
w O i tr1
November 9, 2010 1
" � Project.,25019 � �Qrawin9.N C146_iPi.dw -
f ,
I ' ,
ZONE:
RF-1 .aryl
•',1 •+'.�;b=art B re.. ` Area (min.) 87,120 SF(RPOD) - _ .. ..
Frontsga (min) 20' +090°° - S8
Width (m!n) 135' +�wr06 " . . - - .�N tT'00'00" 5282'
g - Setbacks: 66 3
Front 30' 2 0 _ .. .. _ - 36. -
Ci t ^r c Side 15'
Rear 15' --
Pmid .36'_ -__-_---_--7.47'_ -- - -
a� OVERLAY DISTRICT: N 76bo'oo' e s B7a1,3o`E
N/F 00 f
• ` 448 ousa
AP - Aquifer Protection District . . - - - - Th W/anno H Truat
omas&wdtorlo uanely,
. �; kl Cert.17B2J5
s FLOOD ZONE:
Zone A13, B& C(see plan)
.. .: - Community Panel No. - - - -
#25o001 0016 D - 0, � ,\6y. - .. ., ..
LOCATION MAP: \uly 2, 1992
N
\ a.— - Arthur S'&PaMela J McCarthy _
\ '\ wfr .�
ASSESSORS REF.: aanfY': Cart.162659
t
Map 163, Parcel 24 Ptls/
DIRECTIONS:
-
- From Hyannis - Follow Main Street to the West.End
Rotary, and then take Scudder Avenue; At.the stop -
sign take o right onto Smith Street, which turns - // y/ / I •I -Into Craigville Beach Road; At the stop light take o -
I''. ------ --.
left onto South Main Street, which turns into Main � - - / � - / .. � - �7.g2
after bridge; Take a left onto West Bay Road, / �i ` - I / I /' -------------------
StreetL --
then at the stop sign take a left onto Wlanno <'°r i' --------------
and - 7„r
Avenue; Site will be on the left, #428. ---- ---- -
�.� 71
Benchmark:' -
Mag NO Set
edge,or Pavement -
NCVD'29. a�
0.0
a ,
/ a
"V
I. Wetland flags
i� .. -
�\ Placed B Brod Hall - - -
bV1. Fa9201oCO
Wood Dwelling \" n 50
1 •ate � ��� ax -\ ®6 \\ \ � 0 �� f
70
n
73' f \ + o or oro4-
5IN 76ro650
\c
/ moo. >G.\/
e
ca,tip: \\ \ .� 11 I t\ � ,.�, .• -- ii - - _
.:
\ I �:
/ SUllWRR
jaa�P. 'N�. ��(33
Flood Zone Lines From FIRM Map - -� ` .-�- .w« - - - -
Community-Panel Number 250001 0016D _ - -
\ Map Revised July 2, 1992 :• # •,
Modify Shape of Addition _
... .. ( No Chance
in Overall Foot rint DATE: OB 03 11
Add 7 bump for stairway to Proposed.Addition.
N�. NOTES PREPARED BY.- '" PREPARED FOR: nn•E' site Phan
7.) The property lane information shown was - } \ja -G V V I V " ,.,/ n .
w :compiled from available record as obtained
Sullivan Engineering,Inc. i. p Nathaniel A. 'Gregory PI�OpOSeU A�.IdifIO/�
2.) fie topographic information was obtained
PO Box 0 F it Parker Rood P. 0. Box 237. At
from on an the ground survey performed on -. Osterville, MA 02655�. {,� Osterville MA 02655 �
or.between IOIMAY102 and Jo/JULr/02. Osterville, Mo. 02655 /�/�/� /^�/ o
(SOB)428—JJ44(508)428-9617 lox -t� (508)420—J994(Stx9)4T0.d lax �ZS W/QI'/1 IO Avenue
t S) The datum used Is NCVD '29.� - - � aopewrvQraPecoa.net - R
4.)Location of Existing Shed Per Proposed Plans. Barnstable (Osterville)Massa W
5.)-Wetland Flags Located By Sullivan Engineering. Draft: JOD Field: WHK/MDH 40 0 20 40 -
Review:PS Comp.: MDH/RRL - DATE: SCALE: n =
Project:25019 Drawing y C146-,Pl.dw November 9, 2010 1 c 40r. y
1
i
�¢ wqk`a ZONE:
Cl>f b xt.H Area (mfn. 87,120 SF(RPOD) �° 0°
1 =° v y Fronts a (mfn) 20' 1c ro°° # 76 00'60° 52.82'
{ ( Width (mfn) 125' j°°ow�� y 36.6 o .
s « g 32
t Ik pC S Se Front :4 � P ,^
_ ------------------------ __
R Front 30' a"
Side 15' `o`°�. 4/
r / -y. j o d.r ► Rear 15' 6�' B'- ------- - 7
D0 E S 874 `
r ;
OVERLAY DISTRICT: /F
�l 448 wianno Houee Trust `?
AP - Aquifer Protection District a 1 Hlomae&VIO.Ha Va11e/y, Tre.
' 'r Cert.178235
FLOOD ZONE:
Zone A13, B & C(see plan)
Community Panel No. / p/.�Olt' J 14 d 18ry
#250001 0016 D
LOCATION MAP: July 2 1992
-- Arthur 5&P°fricfo J McCarthy. -
`\ re I Cert,162659
ASSESSORS REF.:
Map 163, Parcel 24
70
1 /
DIRECTIONS:
From Hyannis - Follow Main Street to the West End
Rotary, and then take Scudder Avenue; At the stop x //, ,r": /1 I 1 - )) ��' �8• p
sign take a right onto Smith Street, which turns f • /! 1y" // I I i 1 �' •y9�
into Craigvllle Beach Road; At the stop light stoke a - ` �// „: / I I \° D� Ryg)
left onto South Maln Street, which turns into Main b_ ,�" / "jd°)',` �'- t, __---
Street after bridge; Take a left onto West Bay�Rood, % �, // ,.1 I I \ °„// /; ,---- - r --- '-'- _
and then at the stop sign take o left onto Wianno , /, I , I fJf'_ + -
Avenue; Site will be on the left, Ij'428. a-
Benchmark: •. // f �'o \ 1 l I �j i '/ I - - ~
Mag Nail Set ,«^" L \ /• .;�., � 1' \ I \ �' 4 )
Edge /Pavement
Elev.=9.45'
0� Y
1
- NCVD 29. r `
iRy
j i 01-d Ff..
d aced By Brad Hall Q T
/ + .� /'• G 6 .�. r/ / _ it 2010 � _
j Place
Wetland Flogs i t, «. 2
d By ENSR (� a
5.V
'rl`\ 7.,e, �` ,, / ' l',-•• z star. .�' r IT
Pv / ; " woowel
\ a0 W _19,
y �428d a �
W/anno�. -\ \\y,�,, \ �,c,• ..-\�`' / g
\ A7
o
I
�la
za,e
�O A� _
Flood Zone Lines From FIRM Map
\ Community-Panel Number 250001 0016D
Map Revised July 2, 1992
o NOTES: PREPARED BY.. - PREPARED FOR: 71TLE:
a � k S etch Plan
1. Tne a
� � ) property line information shown was '� /�
• `C, compiled from available record information. Sullivana @Sll�'V g y Proposed Septic
Sllvan Engineering,Inc. p Nathaniel A. Gre or p p
2.) The topographic information was obtained PO Box 659
from an on the round survey er/ormed on il Porker Road P. O. BOX 237
�. 9 Y P Osterville, MA 02655 Osterville MA 02655 At -
or between IOIMAY102 and 34JULY/02. W
(508)428-3344(508)418-96I7/°x (508)420-3994(508)420-3995 far OSterVllle, Mo. 02655
3.) The datum used is NOVD '29. .I capesurvabopecad.net 428 Wianno Avenue �+
4.) Location of Existing Shed Per Proposed Plans. y ,� Barnstable (QsterVille)Mass, W
5.) Wetland Flogs Located By Sullivan EngineeringDraft: JOD Field: WHK DH 40 0 20 40 W
•
Review: PS Comp.: MDH/RRL DATE: SCALE: rri ^, y
I .Project:25019 Drawing # C146_lpt.dw January, 2013 1 = 41,,/
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• 50( 8)991 PS 9 9
PAX 30 'l-099J
IF �w
• RCHEN _• •. - NOTES
Au
. ffCHE ,
• � I I I I I I .�•, .
DINING ROOM
• - I I I I
PASSAGE
- Y I L Du� +nND laoea
I
• •.' :e r r -) I I T.O.FlNAEI wt�.eS _ tM _--- y
•, . - _ I I tl. - t I I FaASE T.6D.YPBriHMOD -- t C a.
. s I r wuzs:swN wAi�r+usrErev�e+r I w .
51
ti • - - • • ' I � I CEILIND:Sg400AT nnsrv+.vAe+r ' ' -�r -___i
________________
I I 1
FAMILY ROOM -
I I � i� T.OANRFL.••t�.ea ___�i i 1 b .
-- _ O I I I-9 FIDOR:5 t2�TBG WJAMgDD i
. "4 I I I 1I 1I C&4N5OEM:TI8:SDE.E�pAEeTffA LAd II II I1
1
REVISIGNS:
( i i celw+Da trty rnaDOEvnwr i i 106 - .
' a tot pl 09/13/11-Miscellaneous Revisiore
1 Ii 11 I 1
1 11 • I I 1 101 ^ b
Ir
i�I eeooPne.euanaaa�s�r+Eca+ i' i 1� -
TO A-0]FOR TYPK',1LiE"AC - I 1 I 1 � ° -
.. - � - - � � 1 ��/pl���y�I Iy ygpp�Iq r�,l 1 � I tUl - • � , ' � •
a - Im 1 1/+I COND?IW pFFUSER3 I
1 •
--lr 1- F i II _
e
1 1 I 1 1 w 1
. 1 _____ _____ _____�I
...........
1
Den Addition for
` Patricia and Nathaniel Gfegory Hoare
428 Wianno Avenue
- - - •Osterville,MA
- t Map 163 Lot 24 Zone RF-I
ram} tva _ '. • a TITLE
zaa}• J FIRST FLOOR PLAN
SCALE:1/4"=1'-0"
First Floor Plan DATE:Sepl 16,20I1
scDle: - -
DRAWN:GJ
I JC=ra
DRAWING NUMBER
a ,
A-01
1
. L95UOd rtn Pe[miL
0 WI3L•Si1RMA•IONFS-ARCFRIE(.-IS
LOCATE CUTIET3 BFNEATN O LOCATE OUILET9 BENEATH.- ,� art, i rrd 1.4
DESK-TOPACCESSEB V4 OESK-TOP••••-cwe.yy,
.- AWOAW15TM 1E rmn,rn AOROMMETED MOLED(LL1FD SS T-1' S-1' SS
W�U OFOE9C TY ON T pOFam .
• 1 de i o.f
LOrAre0U1LhTSSENEATM _ _ BMXSRASNW- IN OF B RN W i l TN LE.
COUNTMRTOPACCESSEO VM • .
'AGR MDHdEOHE1FD 1l11 GHWRY JONO-ARCI•IlTECf
THROU[RI TOP OPOESK r, - 199 ZP MG STBEHf-SU[lH 312
TYPICAL UNA urm .BHDS LED rAPE LEGEND: HORaararxw {p�� 7t.� ,B,myfy�,
P DECK / uDHrwsHELFarav eADo�lNwr i w '14C^ li.. L KATHROOM (SD91997a9n
'� FIlINO LIwINTEp FAN I. T,�WEIXLMII _ iT•/•' roee SELECTED y/ a LTA
GROMNEr-LOCATE '-�, 9WKE h MRECESSm INCANDESCENT HORDDNTALw '. �Z L
IN R&D �%"LIONTFIXiUREeVlIGH1OMER HORDONT&IN BACKSftABH f .
I� HAio aR Halo. sACKSFLn H ,9 OFFICE I - q
MauNrm cE¢wo _ —' wlNDaw Aul e .ynF�DR'WwowoaouvEH'.. I CLOSET
Y uOHT-ro 9I.
E SeECTED _ _ °' wA1 HlH1ERPAM NEw wAU HEICM
/ ..CE¢1N-FlASIQ NNT 6 ALIGN WITH TOP aF .•
OUPIFJf OUTIET ,. rI .—-TB - ... .....,. I --i e.
Qum OUILEf • ° YY N BASE rHA ........ _
. • � , � 9WOLE POLESWRCH
.... � Yp DPAIED SW(YEpOLESWOTH �,,,m .. .. ......
I LAUNDRY ti awAr sWrtcH � 13EDROOM#4
HAFD*V D®Ada:DEIECIOR C �. .. e.,. - ° FFNK�ETSW14,0NMCE FJOSmW 3•
—.I T=TAPEUGNTt1oRAUONmm q
xufPB Ofl axul aa ..... �77j.r,r,. 85
b AINTFD FLL9 b0
FiRSTFL00RLEVEL 9ECON0 FLOOR LEVEL -
S
PROPOSED ELECTRIC PLANS - - - Nam.
SCALE 1W-PP - C FFIMAVM•^cSPACEFOR .
II T10.9 WB✓DaWpPoORro '
1 ORDERw6VER TKM. `d`
30
. STAIR HALL -
PROPGSED SECOND FLOOR P - IXlerwa
NOTES
- - BEDROOM#3
. - Dame -
BATHROOM
EXISTING DECKNATO
- oDsrxG
NEW RASwGBEfWEB1LIXWR6 OwKM -
ETA6INOOFEI®mIG J -
DECK MIWO WVEeGOAre CONORICPI OFFRA10i0 - .
w CORNER OFBUROINO PRKNtro
NANODiGOFNEW SEAM -
_ EXISTING UNE OF CONCREIEWALLSELaW fry,_ S-&� I
O G B
— _ _ .sue
CENTERLINE OF COWADLHEAN4IF. _
I DECK ki
I.
W Ev OE�IXWOO < I TO C
EW FLOOR ERws eULT-W
LINE OF NEW AOOIIIONABPIE NCABwETWITH SHELVESABWE -
AND STOFMfi GBINEm
" " - I $ psuo DEIECiOR LIVING ROOM
TERRACEIeTINQ
II --
' REA1OVE pORT10N op wNLroAurnv i - BEDROOM#Z i BEDROOM#T. BATHROOM
UNE OF 9TNRS GOWOro SECOND Up I.A .7w FORCONSTimCTIONOGNEWSTAWNUT IXIBTPXi IXISTNe EXLSTWO _ _
FlOORAODIfION�IaAWGASHED I. 61 .NEW12)91l WLHEAOER-REFFRroSECTKIN I -
Sro I. I NEwS M-TONMOFFIME ITION REVISIONS:
MATCH DETAe1NO AND MATERWL90F - .
ISf IR NOo DreO O CROro O RIIEINONA WO FFR
INCO N WOWOM LAUNDRY
KMeIRGOFNMA MUD .
-
- II I EI-D 9TwO MA9I STNR9 I II. - ' -
-
,
ROOM I I -
EX191wG p
PROPOSED FIRST FLOOR PLAN
- KITCHEN'. BREAKFAST
- ETGSTwo EXISTwD PANTRY/STORAGE BATHROOM -
WBTWD' EKIITNG p -
I . Proposed Addition
Gregory Residence
4 z-b, Wlanno Avenue
I` iJ Osterville,MA
. Ik EXISTING DECK TITLE
I I 3~ Proposed First and
Second Floor Plans
SCALE: 114'=V-0•
- DATE:September 2,2014
SCREEN PORCH SITTING I ROOM' DINING ROOM
0
FXLSTwG extsrwe DRAWN:GJ
Ewsrw I 1
II i
I DRAWING NUMBER
I I A-01
FAMILY ROOM Issued I&Permit
Ewsrwo m GREGORYJONES-ARCHITECT
j
ND.r'
IL �.
GREGORY JONES-'ARCHITECT
31 MGM STREET SOUTH DARTMOUTH MASSAONSETTS
(309)997-S971
- II.__. . .-0—
'I BATHROOM
EXISTNG .
CLOSET
HOME OFFICE
h Exlsnec
BEDROOM#4
MSTING
NOTES
I
STAIR HALL \
ExlmeG ^
POSSIBLE NEW BEAM BENEATH DORMER BEDROOM#3 \lulf
EXISTINGFACEWALL SHOULD DORMER WALL NOT
LAND ON A DEDICATED Tito FLOOR JOIST i-r--0 REMOVE EDUSTING WNDOW AND INFlLL OPENING WRH
INSTALL NEW 1 JM IT I.M.BEAM INSIDE
EJ PACKAGE . NEW FRAMING/SHEATHING/FlNSHES AS REQUIRED TO
USTING FLOOR PACE TO ASSURE 1 1 C CONSTRUCTNEW _ MATCHAOIACENTSURFACES
BEARING CONOMON.POST DONM TO EXISTING .J—ACCESS PANEL TO
1 1 i __________ ATTIC SPAC E BEYON
BEAM OR IN WALL BELOW TO FOUNDATION ��—T----------- `• --
,3I;rr: .,.Q..:ca _...,..u>:-rn 'LAUNDRY/CLOSET BATHROOM '
DORMER CNEEKR:ND WALLS:VERIFY CONDITION '+---- - - RENOVATED NEW DORMER WALL TO BEAR ON EXISTING FLAT ROOF
OF SUBFLOOR AND NNUSCREWTO FRAMING j 3 FRAMING MEMBERS(BELIEVED TO BE AT LEAST 2YB'@18•
/S MAV BE NECESSARY.CHEEK WALL SHOE 1 LL - CONFIRM IN FIELD)ONCE
EJUBTNG MEMBRANE ROOF HAS BEEN
PLATES TO BE SCREWED TO FLOOR FRAMING ,;I i' 1 1: WASHERI i n REMOVED CONFIRM CONDRIONOF SHEATHING,NAIUSCREWAS
MEMBERS USING USING PAIRS 0F K• j a, ly DRYER o x S.OJR NEC ESSARY TO SECURE TO RAFTERS DORMER WALL SHOE PLATES
TIMBERLOKSCREWS j .I 1 -" m i- — TO BE SCREWED TO FRAMING MEMBERS WJ PAIRS OF<•
a�_____.I 1)..~,.••.:�. TIMBERLOK SCREWS
4 Tw3Doe �- t,-----a- , I -rGrl� tins
APPROMMATEOUTLINE OFOUTERFACE i TIG S�ARB I-..ICI.
OF EXISTNG STRUCTURE BELOW SHOWN DASHED-1 1, I �' BATHRM
J/4
BEDROOM## N
NEW {'
----- ---
4 TWJO<p U -- - L—NEW,FULL HEIGHT BEARING WALL REVISIONS:
4L ALIGNEDWITHWALLBELOW(SHOWNDISHED) ZpXpO
EXISTING FLOOR FRAMING: TPOUPPOPTATTIC FIOORMOOF ABOVE BEDDROOM#'I
FULL DIMENSION-WQI•O.C. 1 .. BATHROOM
OBSERVED IN MELD INSPECTION L 1 - E%19nNWRGJOVPTED I Ij
!DUSTING DORMER TO BE REMOVED BEDROOM#2 ... ... _. I I E%ImNG SEARING WALLS BELOW SHOWN DASHED
II
BROWN DASHED ;I.— __ ____�_____ _ EXISRNGIHENOVATED -
F_ EASTINGNKLLT00.EMAIN
DORMER CHEEWENDWALLS:VERIFY CONORION i� ' _r rt _.. ----------------------
OFSUBFLOORANONAIUSCREWTOFRAMINO h }'YI I�p -i I r———————————————————————
AS MAY BE NECESSARY.CHEEK WALLSHOE
PLATESTO BESCREWEDTOFLCOXFRAMING
MEMBERS USING USING PAIRSOFf j ' �i 1 ..-
TIMBERLOKSCREWS J I It 'I
O O
- I I I I I
CC NEW TILED SHOWER LMTH FRAMELESS I I I I -
APPROAMATEOUTUNEOFOUTERFACE'' S CORIAN HRSHO
OFIDUSTING STRUCTURE BELGWSHOWrbASHED < CORIAN THRESHOLD I I I I I
Proposed Addition to the
B 3•, �'L �L___ Gregory Residence
er..r 1T.L I I I I I Wianno Avenue
Osterville,MA
I I I TITLE
PROPOSED SECOND FLOOR PLAN I I i Proposed Floor Plan
suLE:v�••ra I I I
i II II
`------- ----_-----�I i SCALE: 1/4„_V-13"
------
——————— —————J
DATE:October 4,2017
DRAWN:GJ
DRAWING NUMBER
A-01
ISSUED FOR PERMIT
0 GREGORY JONES-ARCHITECT
�r
I
� 1
WISE•SURMA•JONES-ARCHITECTS
TA CENTRE STREET
NEW 6EDMR0,MA 0274
` (508)997-5977
FAX(.MIB)997 3
-KITCHEN NOTES
EXISTING
A
DECK
Be—13.61'
II
HATCH TOcRAWL SPACE
II II I I
DINING ROOM I m
I EXISTING Q I I
I
I I I �.--GROOM ANO I iuDea
PASSAGE 1
T.0.1IN.1LEL-116 I I 111
HYDRONIC RAOIMFT HEAT
I B_51
ASE:TBD:PAPIT � �
CROWN SEE OEfAR Ad 1 I
WALLS;S M COATPLASTERPAPIT
CERINO:SKIM COAT PLASTE2P 1 I I I FAMILY ROOM I 1
I I I I I I
0
? T.O.FIN.FLEL--11.86
I _ 0L� FLOO R:6IG R-A DIGI UM
..AM CRGM:SIEDEARdD VTJ 000___J LI
REVISIONS:LLS:SIX.
COAT RASTEWPAPIT I I I
I i i CEI NG 51�YOR os #1 09/13/11-Miscellaneous Revisions
tJ 1
I;' 10l 1 1 I I I 1 I
I I I I I T
I I COFFEMDCEe GPATTE I I
OvE�TO SHOM FOR DASH DOAEFEIR
p
I II II 1 1
AIL
'
im FL.SHMONWOOIFNDON.T DAIR 1 I 1 I
1 CONDInSERS---------------------
I I 1
Y
________________ter___ _� I
I I I I I I I 1
_____ _____�L_____� 1
O O _�
I OZ /—ROOF OVERHANOSHOWN DA6HED.
____�____ __� Den Addition for
Patricia and Nathaniel Gregory House
428 Wianno"Avenue
OsterviUe,MA
t Map 163 Lot 24 Zone RF-1
1'� 1sa TITLE
23' FIRST FLOOR PLAN
{ SCALE:1/4„=P-0"
First Floor Plan \ DATE:Septmber I6,2011
DRAWN:GJ
DRAWING NUMBER
A-01
3 Issued for Permit
0 WISE•SLRMA•IONES-ARCHITECTS
.....................................................
......... ......... 3I�E...........
............. Y JONES-ARCHITECT
196SPRM STREET-SLITTE312
N af.0, A
(5N)B47-5977
------------------ ......... ...........
BATHROOM
r ...........?4 —STING
ry. BUILT4NS
F1 ........ .......
OFFICE
F[MIE-KhROWOOD OVER
RAD T.EAT
CLOSET
WALLS:FtASTERVANT S
CEILING:�"I, NEWWALLHEIGHT 0
B E:T.SLO. ..... ✓ ALIGN WITH TOP OF SHOWER
.............
.............. ................................
------------ BEDROOM 94
EXISTING
SURROMD�STONET.B.D,
IS DUEC�M F
E
1-Wi-NDO W____
wrc
............
CONFIRAI AVAILABLE SPACE FOR
PRIOR
THIS
TO ORDERING-VERYTIGHT.
-7
STAIR HALL
P8 EXISTING
NOTES
............
BEDRO(
........................ ...................... .......................... EXUI
BATHROOM
EXISTING DECK
I II
_j
MATCHDETAIMOOF"ISTING
DECK RAIMO IN
N CORNER OF BLIILONG PRIOR TO
EXISTING LIKE OF CONCRETE WALL BELOW NG OF NEW
-2-4-
f.
IF.
T
I 7�E BEDROOM
E
TH"_\0-
FF
I REPLACE
IPE DING
T
NEW ROM
I ME OF NEW ADDITION ABOVE CARNET WITH
TO CEI-OBUILT414
SHELVES ABOVE
AND STO-9 CAIIINETSSELOW
I BEDROOM#2 BEDROOM III
LIVING ROOM EXISTING EXISTING
............. REVISIONS:
DETECTOR MsTliz—
TERRACE ji
EXISTING Hl 57
1 1 REMOVEFORTION FWALLTOALLOW .......... ..............................................................
FORCONSTRUCTIO.OF EVkfSTAIR4NSTALL
LINE OF STAIRS WING TO I
BE 7 w ..............................................................................................................
I NEW(2)9—LVl_HE FER TO SECTION
FLOOR DDITIONZHOWNDASHED
NEWSTAIRSTONEWOFFICEADDITION
. ................................................................ MATCH OETAI IN.-D WTERIALS OF .................
INVESTIGATE CONO TION OF FRAMING IDOSTINGMAINSTAIRS
N CORNER OF BUILDING PRIOR TO j LAUNDRY PROPOSED SECOND FLOOR PLAN ................................................................ ......................-
HAI,IGINQ OF NEW BEAM EXISTING I I SCALE-11-1-
EXISTING DOOR TOREMAIN
............................................................................ .......................
MUD ROOM
"[STING ....................
............................................................ ..........
.........................................................................................................
,
1 EXISTING EXISTING Proposed Addition
KITCHEN BREAKFAST T Gregory Residence
PANTRY/STORAGE BATHROOM Wianno Avenue
Osterville,MA
TITLE
................................................... Proposed First and
---------------------
Second Floor Plans
................L
SCALE: 1/4"=V-0"
EXISTING DECK DATE:September 2,2014
DRAWN:Gi
DRAWING NUMBER
SCREEN PORCH SITTING ROOM DINING ROOM A-01
-STING EKISINQ EXISTING
II
Issued for Permit
0 GREGORY JONES-ARCHITECT
y
GREGORY JONES-ARCHITECT
196 S)'RB)O STREET•SU)TE 3)2
New Bc fe tMA
008)997.5977
' II
I I; BATHROOM
MISTING
CLOSET I
.'. 1 I II
it... ..._.... 3
. EE
:•/ >,� .. BEDROOM 7M I::
EK snNo
ll''
............
NOTES
j
I •--t5 STAIR HALL
'I LAUNDRY/CLOSET BEDROOM#3
/ .. ENLARGED EKISnNG
._....._.........._.1
RENOVATED BATHROOM
.................................<............. .....„ .....v........... 1 I I
...........
OWER C I
li
, ORYERw
i LL WWN
�s
LZI`
....:...:.... ...... 3.... :.... i �� ( 'A�TTIL STAIRSli
_ _ I
/
I. ... -
�.� J - ........ ...._
/, ... _........................_
BATHROOM
: � B ADM#5
- t
Ill#1
i'
q Iy1
...�. .1 DUNK........_..
,I ...._............... _...._.. VISIONS:
.... :. I,... ........ .....
BEDROOM#2 _ a .
......... .._ __....... ........._ ExI.nN(BREl—ATEDBATHROOM
3
i
1
.......................................;._;..... ._...._.......;..........._........:..........:.........._.................._.... _ _.._................_......_..........................__... ._
€pavmE
> ... - ... - ..: ..... .. ......., ..... ---- ems) it .............. ............... ... ............. .._..._...
.. ..... :.: _..... ..
.. .. :.....: ....-----
_......
_........
...
_................ ....... ... . .. ...
... / .. I. .. 1 iMILF
_L.EDROOMMNBUNK, 1� TVr1N BUNK ...
... .... ........ .. _........ .. ............
.. ... ...:..x 1. D�1..... l I i I
I
................................... II
.- ....................
) I I' I
1 ,
PROPOSED SECOND FLOOR PLAN OPTION W I If I .
SIDEELEVATION .GALE VC-iW scALE:w.=r.a• I; i i ..................................................................._.............................._.................
i Proposed Addition to the
Gregory Residence
Wianno Avenue
Osterville,MA
r!
II /
TITLE
'J Schematic Floor Plan
L, li
and Elevations
SCALE: 1/4"=1'-0"
.
j: s-------- DATE:July 25,2017
-............. _ DRAWN:GJ
:::..,M....:.;:.�;:.�,:::::.:::;� REVISED:
LA
DRAWING NUMBER
sk-01
PROGRESS
1= O GREGORY JONES-ARCHITECT
.g ZONE: �oo�
o o� S87°41'30"E
RF-1 5� P, ' o,D
4 ` ` Area (min.) 87,120 SF (RPOD) �� ���ro 1 N�6 6 66, 52.82' S>332 0 "
s
:
f Frontage (min) 20 \�o yr°�o`O _ 4s 0 F
Width (min) 12 5,
'
Setbacks: `� o° oe _-_--------------------------
Front 30' o`eo�e _ - - - 47. '
Side 15' i E ----- p
Rear' 15 / ��� '6.00�Dp' S 87'41'30 E S 43s6,�
' N/F
f
448 Manna House Trust
I /
OVERLAY DISTRICT.- , , ,,
' Thomas & Victoria Vallely, Trs.
• , x, { + Cert.178235
AP - Aquifer Protection District
FLOOD ZONE:
��' .} + ��` � � �� � �`�S Sip., �� �6�• '
a' .► Zone AE13, AE12, X(0.27.) & X Off, F`
Community Panel No.
00
LOCATION MAP: #2J ly116,72014 N/F
Elec )c
Arthur S & Patricia J McCarthy
'
1" = 2000'f \ �� Meter Cert. i
Utility,
ASSESSORS REF.: Pole
Map 163, Parcel 24 - 1 "� SEPTIC NOTES
1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours
Prior to Any Excavation For This Project the Contractor Shall Make
DIRECTIONS." o�e� - �.'�'� ,, the Required Notifications to Dig Safe(1-888-344-7233)and contact
,/ . okQ � r f �� � j � � �6�' ,10 Sullivan Engineering&Consulting Inc:(508-428-3344).
From Hyannis - Follow Main Street to the West End ! o� //.' /�/ 6,�Oj 2.The Contractor'is Required to Secure Appropriate Permits From Town g
Rotary, and then take Scudder Avenue; At the stop ,' _____-_____ R�5 � ' �' \ 5 Agencies For Construction Defined by This Plan.
Sign take o right Onto Smith Street, which turns - -. , l` /�- --, - �92' L-70.0_ ,� \ 3.Wherever SewerLinesMusrCrossWaterSupplyLinesBothLinesShall
into Craigville Beach Road; At the stop light take a / -- i ',l -_ ---------------- BeConshuctecPofC1ass150PressurePipeandShallbeWaterTestedto
i --___ Trod J Assure Watertightness. In General,Water Lines Shall be Constructed in
left onto South Main Street, which turns into Main r I �� 1 \ ',''t... / � -----------------------
4'. Coordination With COMM Water,and Shall beinAccordance
Street after bridge; Take a left onto West Bay Road, " � �.• s� ��' /
and then at the stop sign take a deft onto WiannO ,+� ,,' 'l' /' i / / AMini um of9"ofCov0&310Credfor All
4.A Minimum of 9"of Cover is Required for Alt Components.
Avenue; Site will be on the left, 428. Q j ! i r DESIGN DATA 5.All Structures Buried Three Feet or More or Subject
1 i G i
# J •'tjQhpc��'+ / ��=, `� t4 ,�� of j � Single Family to Vehicular Traffic to be H-20 Loading.It is the Engineer's
Q / i l , FstU / / -4 Bedrooms Existing Recommendation that H-20 Always be Used.
Benchmark: pc �. ✓ ; '*. °rir)e 1 Bedroom Pro sed 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Q)
Mag Nail Set l i \ O� No Garbage Grinder Over New Leaching Chamber. a
Edge o f Pavement : Y All covers are to be maximum 18"for concrete or 24"Cast Iron.
\ g �
Elev, = 9.45' ,/ `.� � � A � v � Total Daily Flow=550 GPD
\ Use Existing 1500 Gal Septic Tank 7.Septic System to be Installed in Accordance With 310 CMR 15.00& V
NGVD '29. \ , 8 ep
t vision an the Town Barnstable
\ '� i� O O 248 CMR 1 00 7 00 Latest �
........... Revision d of B
\ 0 LEACHING AREA Board of Health Regulations. "
' ` cp F 0 8.All Piping to be Sch.40 PVC.
D D r1�Q �Qo 550 GPD/0.74(LTAR)=743 SF Required
\\�0 Sidewall=2(11'+57.5')xO.96'=131.5 SF
y--' ' " ti.� ,fib• '• J ` / tv C,a ��5G eta• Bottom Area=(1 P x 57.5')=632.5 SF
utility G Total Provided=764 SF
Pole J r„�Goco , �a�\ ' j Wetland Flags
Placed By Brad Hall LEACHING CHAMBER DESIGN
Fall 2010 :_...
o � / All Pipes to be Schedule 40. Use
\9Po'o� f \ 7 Concrete Flow Diffusers(6 Existing-1 Proposed)in a ♦"Il
o �'' / t i 11'x 5T-6"Double Washed Stone Field as Shown. v
/ ��
1
Bituminous
B' inousInC) O \ �
Drive
PERC TEST: 9,555
Pea Stone
Drive o°o l PERFORMED BY:M.S.FARIA,SE
�'
\ SOIL EVALUATOR NO.708
WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE o
50' \
OCTOBER 7,1999
-
PASSED
o�e l% / , I W\ SITE A ED
�I Wood Dwelling t' \ 4 .�� Finish Grade
p / # ' :s - - 4 5
�' 1 i ,o °� !• �\ \ of • ._E - - iq .w. i. .,,�.. " ,."' Filter EL.1 .
r ; , 0 428 Wianna Ave.•.
'96� \ = ? e ..... ( ,# [ 1 = ..., i Fabric .....
�f N
TEST HOLE 1
_ �. _ - _
Lamp �y �� �o o \ + \ Compacted Fill AND/OR _EILL
0
Post First Floor \ �. ��Q' \ ,y�Oj Q \ ® ® 8 O 8 '!� ® a Pea Sto118 ne 2„ 24" .. 12.5
V c Elev. - 14.86' NGVD
I ® 8 ® A LAYER 10YR 3/4
�- , •�-' ` p S, poi Elev. = 13.99' NAYD .•• �• +h
DARK YELLOWISH BROWN .
7 ` •73 » oS \ t•.'� •j `, 3/4" - 1 1/2» LOAMXSAND..
9 '50 E a \ F` `- \\ \ Q Double Washed 32' 11.8
s '�351 N 78•Q$ F +• ... •., N B LAYER IOYR 5/8
+ o O�'5�,. ..... \ \ \ 4' 'I Stone
oc�r YELLOWISH BROWN
-' o :9 s c ,o \. \ \'' 481, LOAMY SAND 10.5
C LAYER 2.5Y 6/6
i� off+
\ r4�\
g \
CROSS SECTION OF FLOW DI FFUS R
PERC TEST MED. ANDW
..l COS CT W O
1
_. .1 7 '
i ; _._ _ y TM.. ....._.4 NOT TO SCALE 144" PERC RATE<2 MIN/IN(LTAR=0.74) 2.5
. _ _
Zone 0.2 ,,X \ I 4 V i \ NO GROUNDWATER ENCOUNTERED
Zone X S'..... t \ �` .......
ADDITIONAL WITNESSED PERC TEST
\e y
REQUIRED AT TIME OF INSTALL
O
\
;`x,
..............
'. \ '••.. --., Provide
Vent
.............
Flood Zone Lines From FIRM Map
\ Community-Panel Number 25001 CO776J \ F.F. EL. 14.86
1 Map Revised July 16, 2014
0 o Exi ting Grade EL. 13.32± Existing Grade EL. 13.32± F.G. EL. 14±
IaO EL. 12.29 Pj
�s
o EL. 9.10
f Installer To L. 11.12
Confirm Prior Existing EL. 9.67
To Any Work 1500 Gallon EL. 10.87 EL 9.74 xistin
Septic Tank D-Box EL. 9.57 Top El. 9.67
1 °® ® ca ® ® Bo t. EL. 8.17
EL. 9.13 H-20
Flow Diffuser
6 Existing c°jo
1 - Proposed vj
EL. 2.48
4U �\ Test Auger 9a27-12 ,'�<V- °F�1ASs9c�
00
DEVELOPED PROFILE OF SEPTIC SYSTEM �o JOHON C ��
NOT TO SCALE 168 C'
91STE`�4� k``
FPS/OPAL
N
REVISION:1 Update Water Line Location 110102117
NOTES: PREPARED BY. PREPARED FOR: TI TLE. Sit4e Pian
1.) The property line information shown was CapeSurv
compiled from available record information. - NothonIel A. Gre or En neerin � Gregory Proposed: improvements �--
2.) The topographic information was obtained Engineering 23 West Bay Road, Suite G P. 0. Box 237 WO from on on the ground survey performed on Sullivan Conswung,ine�• Osterville MA 02655 At
or between 10 MAY 02 and 30 JUL Y 02. cssael ss s3"°Pa e«659.7 P.nw Rood,O wa1�,MAax>as O S t e r vi l l e, II/1 C1. 02655
- / / / / (508) 420-3994 (508) 420-3995 fax
,.�° r.�-,wwsu11Mvwt0n.con, 428 Wianno AvEeNnue
3.) The datum used is NGVD '29. capesurvOcapecod.net
4.) Location of Existing Shed Per Proposed Plans. Draft: JOD Field WHK/MDH Bam table, (Osterville) Mass. W
5.) Wetland Flags Located By Sullivan Engineering. 200 10 20 40 80 - ., - Lu
Review: Comp.: MDH/RRL
6.) 2014 Flood Zones By Sullivan Engineering. 01 DATE: September 21 2017 SCALE: 1 » _ 201
Project: 25019 Drawing # C146_1P1.dwg
i
FIRST FL. EL. 13.72' SEPTIC PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
' M.S. FARIA, SE
r ACCESS COVER (WATERTIGHT) TO ENGINEER:
f WITHIN 6" OF FIN. GRADE 2' DOUBLE WASHED PEASTONE D. MIORANDI, RS
13.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM � 6' WITNESS:
+' 12. I BAST
** RUN PIPE LEVEL - DATE: 10/7/99 I -_1R°
10.99 FOR FIRST 2' 9.6 PERC. RATE - < 2 MIN/INCH
PROPOSED 1500
GALLON SEPTIC g 55' nFW N � o I 9555
^ �^ � ® ;� CLASS SOILS P# Locus
TANK (H- 10 ) GAS 94' 3.5' ® SIDES
BAFFLE 9.j F6= ® ® ® ( � 0.5' 0 ENDS
� ._
( % SLOPE) �6" CRUSHED STONE OR MECHANICAL H-20 FLOW DIFFUSORS
i�
COMPACTION. (15.221 [21) 3/4' TO 1 1/2' DOUBLE WASHED STONE--- 4 ELEV. 4 NIAN NO R0
DEPTH OF FLOW 4 ( 1 SLOPE) ( 1 % SLOPE) " 13.6' 0 _
TEE SIZES:
INLET DEPTH = 10"
FILL
OUTLET DEPTH = 14 6.4, 24" LOCATION MAP No SCALE
LEACHIN A
FOUNDATION— 10' SEPTIC TANK 18 D' BOX 26' ASSESSORS MAP 163 PARCEL 24
FACILITY LS
32" 10YR 3/4 ZONING DISTRICT: RF-1
B YARD SETBACKS:
LS , FRONT = 30'
** RE—ROUTED PIPING AND EXISTING SEWER SIDE '
LINE MUST BE LOWERED TO EXIT BOT. TH 1 1.6' 48 10YR 5/8 9.6 = 15
FOUNDATION 10" DOWN FROM EXISTING REAR = 15'
ELEVATION OUT (TO APPROX. ELEV. OF PLAN REF. - LCP 7684C
10.0't) �2• LOT 4
perc
C FLOOD ZONE: C
Ms
UTIuIY POLE /
2.5Y 6/6
IL LOT 3 01
/ Al 51,081 SFf M1L= �.01, o��P�� 144"� 1.6' _
- C NOTES:
NO WATER ENCOUNTERED
61
A2
\ 2. MUNICIPAL �ATER IS EXISTING
PUMP AN a
SEPTIC DESIGN: (GARBAGE DISPOSER IS �vOT ALLOWED ) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10 &
wTHs N LL 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
EXIST. SAY TEM DESIGN FLOW: 4 BEDROOMS ( 110 GPD) = 440 GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 440 GPD DESIGN FLOW
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
\3 SEPTIC TANK: 440 GPD ( 2 ) - 88() ENVIRONMENTAL- CODE TITLE V.
cP 1500 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USE A GALLON SEPTIC TANK USED FOR LOT LINE STAKING.
PROP. RE-LOCATED 'a 4 , • ,
WATERLINE �, cP LEACHING. 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
.' P a DECK •�
Q ��� y APPLICATION AREA REQ'D: 440/.75 = 587 SF 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
DECK A4 (49 + 1) (11 + 1) = 600 SF (OK) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
u ; e FROM BOARD OF HEALTH,
SCREENED
PORCH / TOTAL: 600 S I=. 450 GPD 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS
~,G AVE �, / EXISTING A51 AND LEACH PIT
.BENCHMARK � . HOUSE � USE 6 FLO DIFFUSORS WITH 3.5' STONE AT SIDES
NAIL IN i , ,�. �'^ FF=13.72' —,D PROP. 1500 , -
UTILITY POLE ST
ELEV =17.36' AND 0.5 AT ENDS
GAS
�- 02R` METER fPa ,
`c�`: '� �� A6 i, SITE AND SEWAGE PLAN
E ,,4✓ , LEGEND
ti 2 428 W I A N N O AVE,
PROPOSED SPOT ELEVATION
V.
>✓ ��° ~o A7 IN THE TOWN OF:
�, P f 5' REMOVAL OF {- QP A8 100x0 EXISTING SPOT ELEVATION
UNSUITABLE S01 REQUIRED ,, (0 S T E R V I L L E) B A R N S T A B L E
s ETER 9
LEACH FACILITY DOWN TO
MS LAYER. REPLACE WITH �6. - / 100 PROPOSED CONTOUR
roc, CLEAN MED. SAND. PREPARED FOR:
9t A. JOAKIM
-16 Qr 100 EXISTING CONTOUR
----
EAC IT FAILED) \\ /
EXIST. 10 GAL. AND mow
* NOTE: WATERLINE MUST SEPTIC TA �^ �, r `` a 30 0 30 60 90
BE RE-ROUTED TO BE (REMOVE) �t r, j /
BOARD OF HEALTH
GREATER THAN 10' TO -
PROPOSED LEACHING CIA DECEMBER 23, 1999
FACILITY xo' ROYMI APPROVED DATE SCALE: 1" 30' DATE:
\ 8U S/TREES
S�
t / off 508-362-4541
fox 508 362-9880
TENNIS I .r `H OF
LOT 1 COURT V
down cape engineering, inc. �o ARNe �. ?'�G ��VA OF 4f4j'
N
,,, r� ARNE �
CIVIL ENGINEERS yLA G
LAND SURVEYORS EREO �t� 9 No.26348
939 main st. yarmouth, ma 02675 A H. OJALA, P.E., P.L.S. ss� AL LA �' ATE
99--263