HomeMy WebLinkAbout0151 OCEAN AVENUE - Health 151 Ocean Avenue
Centerville.' P
A = 227 007. s
Omrford, NO. 1521/3 ORA
*,. ' 10%
F-gVING TIYEF,
Christian Camp Meeting Association
39 PROSPECT AVE. CENTERVILLE, NAA 02632 TELEPHONE 508-775-1265
C�'ai >Vi11e For All People In All Seasons
�O'I'6ING FOR TKEF��J¢
September 11, 2015
To Whom it May Concern:
The Christian Camp Meeting Association (CCMA) owner of the parcel of
land labeled as "B2" on the map "Plan of Land at 151 Ocean Ave. in
Craigville Beach, MA" and recorded in Book 647, page 1 on November 7,
2012 has agreed to allow the Ocean Ave. Nominee Trust and Francis and
Shelia Lahey, owners of Lot 242A on the same map, to use parcel B2 as a
setback area for their septic reserve.
At such time as it becomes necessary to use parcel B2 as a setback area
for a new leach field, CCMA and the Laheys or subsequent owners, will
come to an agreement on any usage fee.
James A. Lane
President- CCMA
TOWN OF BAMSTABLE
LOCATION 1 51 Ocean Ave SEWAGE # 3/5/0 3
Cr;���i Mass.
VILLAGE, �ni��/2frsGLF ASSESSORS MAP & LOT
'INSTALLER'S NAME & PHONE N0. J.P.macomber Jr.
SEPTIC TANK CAPACITY 1 r a(qa 1 1 nn c
LEACHING FACILITY: (type)2_flnxa r1iffngcnrq_ (size) 221X10 '
NO. OF BEDROOMS 2
BUILDER OR OWNER Barbara 8irdsey Inspection
PERMITDATE: COMPLIANCE DATE: 3,1543
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 y wetlands exist
within 300 fee `of ac ' . facility Feet
Furnished b
i 5 oca� Apt
f
TOWN OF BARNSTABLE
LOCAT?ON C SEWAGE #
s
VILLAGE ` n erw1 t ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS JJ
BUILDER OR OWNER�V—XiCeL�` e l,CJ�6
PERMITDATE: COMPLIANCE DATE:
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 Weiland and Leaching Facility(If wetlands exist
within 300 fee ' facili Feet
Furnished
1
G C.1
X der MCC%vi
Al
I I O'er RECEIVED
DATE :_3/_5_/_0_3 MAR 1 7 2003
TOWN OF BARNSTABLE
PROPERTY ADDRESS: 151 -Ocean_Ave HEALTH DEPT.
Craigp_i l.p..Mass
On the above date, I inspected the septic system at the above address.
This system consists of the following:
1 . 1 -1500 gallon septic tank.
2. 1 -Distribution box.
3 . 2-500 gallon leaching chambers .
Based on my inspection, I certify the following conditions:
4 . This is a title five septic system.
5. The septic system is in proper working order at the
present time.
6 . Both of the leaching chambers are presently dry.
7. System was installed 10/21 /97
$. Property has had very little use for the past two years.
SIGNATUR
(�'
Name : _ J ._ P . _Macomber—Jr . --__
Company :2oagph _pJ_ M_�Q4m�tr__d_ Son, Inc .
A d d r 2 s s :--aQx-�6 ------
-_(7e-nseryiLLe ,_ �)a-_Q.Z-632- 0066
Pnone : _-508- 775_ 3338
THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY
JOSEPH P. MACOMBER & SON, INC.
Tanks•Cesspools-Leachflelds
Pumped & Installed
Town Sewer Connections
P.0 Box 66 Centerville, MA 02632.0066
775.3338 775.6412
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: 151 Ocean Ave
raigvi e, ass.
Owner's Name:Bar ara Bir sey
Owner's Address Box 279
West Barnstable,Mass. 02668
Date of Inspection: 3/5/0 3 _
Name of Inspector: (please print)Joseph P.Macomber Jr.
Company Name: J_P_Macomb r & Son Inc.
Mailing Address:Box 6F�
Centervi11 _,Mass _ 02632
Telephone Number: 508-775-3338
CERTIFICATION STATEMENT
1 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
traiping and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
. t//asses
_ Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature! Date:
The system inspector shall ubmit 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
****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 I 1
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 151 Ocean Ave
rraiayille Mass
Owner:Rarhara Bi rdsey
Date of inspection: 3/5/0 3
Inspection Summary: Cbeck A,B,C,D or E/ALWAYS complete all of Section D
A.( Syst Passes
,Ve 1 have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Commenu:
ThP is system is in proper working order at the
th of t e ow irimp
B. System Conditionally Passes:
'Ub 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 statemenu. 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 cxfiltration or tank failure is imminent. System will pass inspection if the
existiftg 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:
�d Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipes)or due to a broken, settled or uneven distribution box. System will pass inspection i
approval of Board of Health): f(with
broken pipc(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 I I
OFFICIAL INSPECTION FORM • NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Properr) Address:1 51 Ocean Ave
C'ra i gvi 11 Py Ma G c _
Owoer:Barbara Birdsey
Date of lospeetioo: 3/5/03
C. Further Evaluatioo is Required by the Board of Health:
tt Conditions exist which require further evaluation by the Board of Health in order to determine if the system
is failsng to protect public health, safety or-the environment.
I. 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 maooer wbich will protect public bealtb, safety and the envirooment..
Cesspool or privy is within s0 fcet of a surface water
it Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2. S'N stem 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:
ILO 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.
/122 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 SO feet of a private water supply well
ItJO The system has a septic tans; and SAS and the SAS is less than 100 reel but 0 feel or more from a
private eater supply well Method used to determine distance
This s\stcm 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 S ppm,provided that no other
failure criteria are rriggered. A copy of the analysis must be anaehed to this form.
3. Other:
3
Page 4 of 1 1
OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address:1 51 Ocean Ave Craigvi Ile,Mass.
Owner: Barbara Birdsey
Date of Inspection: 3 T57 0 3
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes No
_ ackup of sewage into faciliry or system component due to overloaded or clogged SAS or cesspool
: ischarge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
/clogged SAS or cesspool
r!/ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
� cesspool 4 UM- C h,44l JP-PS- �' < y 7
Lsquid depth in aesspeol is less than 6"below invert or available volume is less than h day flow
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number
/of
times pumped d .
fury 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.
_ tJ//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.
6 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.]
(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:
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 k- the system is within 400 feet of a surface drinking water supply
4/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 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.
4
I
Page 5 of 11
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 151 Ocean Ave
Craigville,Mass.
Owner: Barbara Birdsey
Date of Inspection: 3/5/0 3
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?
ZHave large volumes of water been introduced to the system recently or as part of this inspection ?
2Were 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 backup
Was the site inspected for signs of break out?
Were all system components;ewcluding 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 I 1
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 151 Ocean Ave
CraigmillP�MaSs_
Owner: 'Rarhara Ri rd-,py
Date of Inspection: 3/5/0 3
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 210. Number of bedrooms(actual):
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x# of bedrooms):,_ 4xv
Number of current residents: e.) _
Does residence have a garbage grinder(yes or no):
Is laundry on a separate sewage system ( es or no):;O (if yes separate inspection required)
Laundry system inspected es or no):
Seasonal use: (yes or no): re
Water meter readings, if available(last 2 years usage(gpd)):2 0 01 =1 1 , 0 0 0 as 1 lons=3 0. 14 GPD
Sump pump(yes orno): W16,�4. -- 2002=12, 000 gallons=32 . 88 GPD
Last date of occupancy:�;i 'xi
COMMERCIAL/INDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): gpd
Basis of design flow(seats/persons/sgft,etc.): Im
Grease trap present(yes or no):
Industrial waste holding tank present(yes or no):X/W
Non-sanitary waste discharged to the Title 5 sys em(yes or no)�-M.
Water meter readings, if available:
Last date of occupancy/use: ti 0
OTHER(describe): /lI
GENERAL INFORMATION
Pumping Records
Source of information: .�
Was system pumped as part of the inspection(yes or no):
If yes, volume pumped: & gallons--How was quantity pumped determined? Ety
Reason for pumping:
TYPPOF SYSTEM
Septic tank,distribution box,soil absorption system
If,AI Single cesspool
Overflow cesspool
O 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 systeo owner)
-��Tight tank Attach a copy of the DEP approval
yl�Other(describe):
Approximate age of II
1� components,date installed(if known)and source of information:
Were sewage odors detected when arriving at the site(yes or no):
6
Page 7 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property, Address: 151 Ocean Ave
Craigville,Mass .
Owner: Ba hara girds -y
Date of Inspection: 'l /c n-
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction:_Zcast iron /40 PVC other(explain): ,alb
Distance from private water supply well or suction line: 0"'
Comments(on condition of joints, venting, evidence of leakage,etc.):
Joints appear tight.No evidence of leakage.The system is
vented through the house vents.
SEPTIC TANK: Zlocate on site plan)
Depth below grade:
Material of construction: .'concrete.vld meta l,,ekfiberglass4!apolyethylene
, L other(explain) iLb
If tank is metal list age:/W Is age confirmed by a Certificate of Compliance(yes or no):-10 (attach a copy of
certificate)
Dimensions: _/LS
Sludge depth:-
Distance from top of s udge to bottom of outlet tee or baffle: F�
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: L,
How were dimensions determined: _
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert,evidence of.leakage, etc.):
Pump the septic, tank every 2-years Tnlet & outlet tees are
in pl_ace_ThP tank is structurally- sound and shows no evidence of
leakage.The liquid level at the outlet invert is 51 "
GREASE TRAIN locate on site plan)
Depth below grade:�i9
Material of construction:�. concrete,,(Ometall�lfiberglas,%,t!�!P olyethylene ether
(explain):
Dimensions:
Scum thickness: IV,#
Distance from top of scum to top of outlet tee or baffle: 1J O
Distance from bottom of scum to bottom of outlet tee or baffle: iLG;f
Date of last pumping: -_t�
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.):
Grease trap is not present
7
Page 8 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 151 Ocean Ave
raigyille,Mass.
Owner: Rarhara Ri rdsey
Date of Inspection: f n'i
TIGHT or HOLDING TANIGdaa extank must be pumped at time of inspection)(locate on site plan)
Depth below grade: W
Material of construction: 60 concreteA�p metal fiberglass/ polyethylene,r/A other(explain):
Dimensions:
Capacity: allons
Design Flow: gallons/day
Alarm present(yes or no): AO
Alarm level: tV Alarm in working order(yes or no):,LGP
Date of last pumping: V.4
Comments(condition of alarm and float switches,etc.):
Tight or holding tanks are not present
DISTRIBUTION BOX: 2(if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: �d
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.):
Dist-rihutinn hnx has nne lateral Nn eyidenrp of soi1ds carry
over_No evidence of leakage into or ort of the box
PUMP CHAMBERmekia--(locate on site plan)
Pumps in working order(yes or no):•f1�9
Alarms in working order(yes or no):�Jid
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
Primp nhamher is not present-
8
Page 9 of 1 1
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address.1 51 Ocean Ave
Craiaville,Mass.
Owner:Barbara Birdsey
Date of Inspection: 3/5/0 3 J
SOIL ABSORPTION SYSTEM (SAS): 1/ (locate on site plan,excavation not required)
-2-Flow diffussors 22 'X10 '
If SAS not located explain why:
Located: See page 10
Type
leaching pits, number:
leaching chambers, number , c>
d leaching galleries,number:
leaching trenches,number, length:
tiU leaching fields,number,dimensions: D
overflow cesspool, number:aA
0 innovative/alternative system Type/name of technology: A �L_'.9,
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,
etc.):
Loamy sand to meadowm fine sand-No signs of hydraulic failure or
pnndina Roth of the flow--
dittussors are presently
are dry.Vegetation is noemal.
CESSPOOLSl��(cesspool must be pumped as pan of inspection)(locate on site plan)
Number and configuration: /1
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum laver: '-L L
Dimensions of cesspool: J
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.):
l:essnocl � are not present
PRIVY��°�(locate on site plan)
Materials of construction:
Dimensions: ,9 _
Depth of solids:
Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.):
9
Page 10 of 11
OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:1 51 Ocean Ave
C'.raisavi11pFinaSS
Owner: Rarhara Ri rd-sey
Date of Inspection: -A /S f n i
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.
lkvc
Via• � , 11�.yc �
q
t:
I(� 9
10
�I�
Page I I of 1 I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 151 Ocean Ave
Craiaville,Mass.
Owner: Barbara 13irdsey
Date of Inspection: -i
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 1,4' feet
Please indicate(check)all methods used to determine the high ground water elevation:
SjQ_Obtained from system design plans on record- If checked,date of design plan reviewed: NA
Yp Observed site(abutting property/observation hole within 150 feet of SAS)
n 0 Checked with local Board of Health-explain: NA
YESChecked with local excavators, installers-(attach documentation)
YESAccessed USGS database-explain:http: //town.barnstable.ma.us.
You must describe how you established the high ground water elevation:
Used: Gabrt-ty K Mnd _1 1 /16/94 Ground water elevations above sea level
Used: USGG-nhseryatinn well data jump 1992
Used: URGS• Technical hnl 1 atti n 97 nnn 1 Plate # 2 Annual ranges of
n I�
�eet
Groundwater: Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method
Therefore, the vertical separation distance between the bottom i
of the leaching pit and the adjusted groundwater table is
feet.
11
y •nrnn+.—n•t�+-.'ram—ienrmr•a.snrnrTn+++rre*ari:�r+e+�rr�n*ewrn ner•�it w�n�rt s•.+
TOWN OF Barnstable BOARD OF HEALTH
0- T•,-.._..T-T"'-SUIISURFACR 9F.WACTDISPOSAL SY INSPECTION FORM - PART D •- CERTIFICATION I
-TYPE OR PRINT CI.EARLY-
PROPERTY INSPECTED
STREET ADDRESS151 Ocean Ave Craiaville,M/ayss.
ASSESSORS MAP, BLOCK AND PARCEL
OWNER' s NAME Barbara: Bii!dsey
PART D - CERTIFICATION
NAME OF INSPECTOR Joseph P.Macomber Jr.
COMPANY NAME J-P.Macomber & Son, Inc:- "
COMPANY ADDRESS Box 66 Centerville,Mass. 02632
Street Town or City state LIP
COMPANY TELEPHONE (508 ) 775 - 3338 FAX ( 508 ) 790 - 1578
A
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposaj system at
this address and that the information reported is true , accurate , and
omplete as of the time of .inspection . The inspection was performed and any
recommendations regarding upgrade , maintenance , and repair are consistent
with my training and experience in the proper function and maintenance of on-
site sewage disposal systems .
Check one:
�T System PASSED
The inspection which I have conducted has not found any information
which indicates that the system fails to adequately protect public
health or the environment as defined in 310 CMR 16 . 303 , Any failure
criteria not evaluated are as stated in the FAILURE CRITERIA section of
this form .
System FAILED*
The inspection which I have con trcted has found that the system fails to
Protect the jiublic health and the environment in accordance with Title
,5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE
CRITERIA of this inspection form
Inspector Signature Dated
copy of this ce fication must be provided to the OWNER, the BUYER
Dne
where applicable ) and the BOARD OF HEALTH.
* If the inspection FAILED, the owner or"'operator shall u d
within one year of the date of the inspection, unless allowed ort required
he m
otherwise as provided -in 3.10 CMR 16 . 305 .
partd .doc
f
U
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE HINTER STREET, BOSTON, MA 02108 617.292.5500
1A ILL1.4S1 F WELD TRL D)'CO>E
Govcmor Sccrctan
ARGEO PAUL CELLLICCI DAVID B STRUHS
Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioncr
PART A
CERTIFICATION Victor Crowell
Property Address-'
ddress 151 Ocean Av�Crai�c�eMass."
Address of Owner:
Hilltop Drive
Date of Inspection:$ 2 (If different) Dorchester,Mass.
Name of Inspector: Joseph P. Macomber Jr . 02124
1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000)
Company Name: Jose Ph P. Macomber & S c .
Mailing Address: BOX— Centerville Ma . 02632-0066
Telephone Number: — — 38
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is vue, accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
_ Passes
Conditionally Passes
Needs Further Evaluation By the Local Approving Authority
Fails !
Inspector's Signature: Date:
The System Inspecto shall submit a copy of this inspection report to the Approving Authority within thirty (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 Department of Environmental Protection. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
INSPECTION SUMMARY: Check A, B, C, Or D:
AJ SYSTEM PASSES:
I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303
Any failure criteria not evaluated are indicated below.
COMMENTS: 6,1C CX-.41 BLS lilt �.s(/.�U/Y3 / �lLo.S it>� �G°S�.t�l/O� A.!9 /,v 'Y1G
B) SYSTEM CONDITIONALLY PASSES:
ti) 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.
Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not.
A,!a�6 The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of
Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection, or
the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or ex-filtration, or tank
failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank
as approved by the Board of Health.
(revised 04/25/97) Page 1 of 10
DEP on the World Wide Web: http:rtwww.magnet.state.ma usrdep
Printed on Recycled Paper
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 151 Ocean ave Cra.igville Ma
Owner: Victor Crowell
Date of Inspection: 8/2 2/9 7
B) SYSTEM CONDITIONALLY PASSES (continued)
0 Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed
pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of the
Board of Health). Describe observations:
broken pipe(s) are replaced
obstruction is removed
distribution box is levelled or replaced
A-/V The system required pumping more than four 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
C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
V-b Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the
public health, safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER
WHICH WILL PROTECT THE PUBLIC HEALTH AND 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 APPROPRIATE) DETERMINES THAT
THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or
tributary to a surface water supply.
The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well.
,Qp The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a
private water supply well, unless a well water analysis 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. Method used to determine distance 0 *1' 1.. (approximation not valid).
3) OTHER
(revised 04/25/97) Page 2 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: 8/2 2/9 7
D) SYSTEM FAILS:
Yoy must indicate ei;•.er "Yes" or "No" as to each of the following:
!� 5 I have determined that the system violates one or more of the following failure criteria as defined in 310 CmR 15.303. The bass
for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct
the failure.
Yes No /
Backup of sewage into facility or system component due to an 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.
A/ONp� 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 1/2 day flow.
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe($).
Number of times pumped _.
_ Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation.
Any portion of a cesspool or privy is within 100 feet of surface water supply or tributary to a surface water supply.
Any portion of a cesspool or privy is within a Zone I 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E] LARGE SYSTEM FAILS:
You must indicate either "Yes" or "No" as to each of the following:
The following criteria apply to large systems in addition to the criteria above:
,40 . The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to
public health and safety and the environment because one or more of the following conditions exist:
Yes No
A)19 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
N the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone 11 of a
public water supply well)
The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program
requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
(revised 04/25/97) Page 3 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: 8/2 2/9 7
Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following:
Yes No/r
_ j/ Pumping information was provided by the owner, occupant, or Board of Health.
ZNone of the system components have been pumped for at least two weeks and'the system has been receiving normal
flow rates during that period. Large volumes of water have not been introduced into the system recently or
as part of this inspection.
IV17 As built plans have been obtained and examined. Note if they are not available with N/A.
_ The facility or dwelling was inspected for signs of sewage back-up.
Y The system does not receive non-sanitary or industrial waste flow.
Z. _ The site was inspected for signs of breakout.
All system components,-eluding the Soil Absorption System, have been located on the site.
The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of
baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
/ — The size and location of the Soil Absorption System on the site has been determined based on:
The facility owner (and occupants, if djfferent from owner) were provided with information on the proper maintenance of
Sub-Surface Disposal System.
Existing information. Ex. Plan at B.O.H.
_ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is
unacceptable) 115.302(3)(b))
(revised 04/25/97) Page 4 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Properly Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: 8/22/97
FLOW CONDITIONS
RESIDENTIAL:
Design flow. Lm R.p.d./bedroom for S.A.S.
Number of bedrooms: .)
Number of current residents:
Garbage grinder (yes or no):*.6 lYjugT d`�11T�
Laundry connected to system (yes or no):)"
26 Seasonal use (yes or no): S
water meter readings, if available (last two (2) year usage (gpd): lnn�
Sump Pump (yes or no): f `1 ` �j1000 �I�ad��(�
Last date of occupanc�,.//I.f//e
COMMERCIAUINDUSTRIAL:
Type of establishment: XTT
Design flow: Al& gallons/day
Grease trap present: (yes or no)&A
industrial Waste Holding Tank present: (yes or no) r)fi
,,on-sanitary waste discharged to the Title 5 system: (yes or no)Ix}1 -
Water meter readings, if available:�1d
Last date of occupancy:
OTHER: (Describe) AJA
Last date of occupancy
GENERAL INFORMATION
PUMPING RECORDS and source o4f information:
1Lbti a)�I W-�Oldl�
System pumped as pan of inspect on: (yes or no)AD
If yes, volume pumped: gallons
Reason for pumping:
TYPE OF SYSTEM
4V6 Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system (yes or no) (if yes, anach previous inspection records, if any)
I/A Technology etc. Copy of up to date contract
Other
APPP O�TE�G�II comn , date instaNed (if known) and source of information:
� C 6
Sewage odors detected when arriving at the site: (yes or no) 1W
(ravlaad 04/25/97) Page 5 of 10
• i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: 8/2 2/9 7
BUILDING SEWER:
(Locate on site plan)
Depth below grade:
Material of construction: ast iron 40 PVC _ other explain)
W f �ir r , iY �J
Distance fro/priva}e Water supply weiror suction line V
Diameter �/
C mments: (condition of joints, venting, evidence of leakage, etc.)
S 'A
SEPTIC TANK:2e6mL
(locate on site plan)
Depth below grader
Material of construction` concrete,4,Wmetal4/-4Fiberglass4WPolyethylene-V-Oother(explain)
If tank is metal, list age Is age confirmed by Certificate of Compliance y (Yes/No)
Dimensions: 41�14
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle: W4
Scum thickness: AM
Distance from top of scum to top of outlet tee or baffler
Distance from bottom of scum to bosom of outlet tee or baffler
How dimensions were determined: oq
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural
integrity, evidence of leakage, etc.)
c a elo7_
GREASE TRAP:'Y�(?
(locate on site plan)
Depth below grade:"
Material of con struction:114�concrete4LAmetaWAlFibergl as"Polyethylene gther(explain)
Dimensions: AIA
Scum thickness:
Distance from top of scum to top of outlet tee or baffler
Distance from bottom of scum to bottom of outlet tee or baffler
Date of last pumping: 4
Comments:
(recommendation for pumping, condition of inlet and outlet tees or.baffles, depth of liquid level in relation to outlet invert, structural
integrity, evidence of leakage, etc.)
(revised 04/25/97) Page 6 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: 8/2 2/9 7
TIGHT OR HOLDING TANK:j,0Vjr(Tank must be pumped prior to, or at time, of inspection)
(locate on site plan)
Depth below grade: VA
Material of construction:ALA—concrete vhmetal,�/,�Fiberglass Vt PolyethylenWAother(explain)
Dimensions: 04
Capaciry: 'VA gallons
Design flow: AA gallons/day
Alarm level: Alarm in working order ,V es,/V//�No
Date of previous pumping: IV/.
Comments.
(condition of inlet tee, condition of alarm and float switches, etc.)
DISTRIBUTION BOX:160wL
(locate on site plan)
Depth of liquid level above outlet invert: ItJ14
Comments:
(note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)
-� Alinidi Zidx js y,7 T 59 Z
PUMP CHAMBER:At—*Z°
(locate on site plan)
Pumps in working order: (Yes or No) 'VA
Alarms in working order (Yes or No)—;F0
Comments:
(note condition of pump chamber, condition of pumps and appurtenances, etc.)
l "i 22,e 409 SEA
(revised 04/25/97) Psg• 7 of 10
U'
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowell
Date of Inspection: g/2 2/9 7
SOIL ABSORPTION SYSTEM (SAS):,,
;locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods)
If not determined to be present, explain:
Type:
leaching pits, number:,
leaching chambers, number:
leaching galleries, number:_u
leaching trenches, number,length:
leaching fields, number, dime ons:
overflow cesspool, number:
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
V_Z_27
CESSPOOL
(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer: k4C-e_
Dimensions of cesspool: U-1
materials of construction: Cj.4 4 L'7MZ ,��� �.
Indication of groundwater: lX-�1'� a-,irC�
inflow (cesspool must be pumped as part of inspection)
Comments:
(not condition of soil, si ns of hydraulic failure, level of ponding, co�dition of vegetation, etc.)
PRIVY: u'le—
(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.)
(revised 04/25/97) Page a of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Properr Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowley
Date of inspection: 8/2 2/9 7
SKEZCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least rwo permanent references landmarks or benchmarks
locate all wells within 100' (Locate where public water supply comes into house)
0
I �
v!'aW 3VAC(n 'X
I �
--1 i
f
(r.vi..d CA/25/97) i Pag/�$/b�C {y0
UG(„�In1
. J
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 151 Ocean Ave Craigville Ma
Owner: Victor Crowley
Date of Inspection: 8/22/97
0
Depth to Groundwater 44Feet
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
observation of Site (Abutting property, observa� t_ io_`ole, basement sump etc.)
.Determine it from local conditions
Check with local Board of health
Check FEMA Maps
Check pumping records
;/— Check local excavators, installers
Use USGS Data
Describe in your own words how you established the High Groundwater Elevation. (Must be completed)
(revised 04/25/97) Page 10 of 10
Barnstable
TOWN OF L10ARU OF HEALTH
SUHSUPFACF SFHA(;F DISFUSAL SYSTFM IN311FCTION FORM - PART L) CEItTIFICATIU';
� F...�...� ... —�i .. -T.T.�.rt:T T T.4TI TTT11•.�-•.'1^1..T•'1 RRAr"1"..T<W�R"'11m.n•�ATT7 Imo.+.n�Trr��i-r-Tr+�r—r �.r r•- r-.- _.
-TYPL OR PRINT CLEARLY-
PROPERTY INSPECTED
STREET ADDRCSS 151 Ocean Ave Craigville,Mass.
ASSESSORS MAP , BLOCK AND PARCEL #
OWNER ' s NAME Victor Crowell
PART D - CERTIFICATION
NAME OF INSPECTOR Joseph P. Macomber Jr .
COMPANY NAME Joseph P. Macomber & 'Son , Inc .
COMPANY ADDRESS Box 66 Centerville , Ma . 02632-0066
Strevt Tovn or City Sk I
COMPANY TELEPHONE (508 775 -3338 FAX ( 508 ) 790 -1578
CE•.RTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system n ,
this address and that the information reported is true , accurate , and
complete as of the time ofiinspection , The inspection Has performed and anv
recolnrnendatiorls regarding upgrade , maintenance , and repair are consistent
with my training and experience in the proper function and maintenance or site sewage disposal systems .
Check one :
System PASSED
The inspection which I have conducted has not found any information
which indicates that the system fails to adequately protect public
health or the environment as defined in 310 CMR 15 . 303 , Any fail (jre
criteria not evaluated are as stated in the FAILURE CRITERIA section of
this form .
ZSystem FAILEU*
The inspection which I have con ilcted has found that the system fa ! _ s to
Protect the public health and the environment in accordance with Tit1P
5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE
CRITERIA of this inspection form .
inspector Signature A I Date O' er
One copy of this certification must be provided to the OWNER , the BUYER
( where applicable ) and the BOARD OF HEAL1`11
• I the Inspection FAILED , the owner or "operator shall upgrade the eyate7
.: ir.hin one year of the date of the inspection , unless allowed or required
otherwise as provided in 310 CMR 15 . 305 .
partd . dc
�S : ��� Sic •:
W
ti
Sbl1f 3,�1�
THE COMMONWEALTH OF MASSACIHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
BE IT KNOWN THAT
Joseph P. Macomber, Jr.
Has satisfied the Department's qualifications as required and is hereby
authorized to use the title
CERTIFIED TITLE S SYSTEM INSPECTOR
as provided in 310 CMR 15.340 and Section 13 f o Chapter 21A of the
General Laws. Issued by The Department of Environmental Protection.
7unc 8. 1995
Acung Dir-cctor of tic on of Watcr Pollution�Contro�l
No. m. 6 `= j FEE $ 50 0
COMMONWEALTH OF MASSAC14 SETTS
Board of Health, Barnstable , MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) UpgradeXX Abandon( ❑Complete System ❑Individual Components
Location 151 Ocean Ave Craiqville Owner's Name Victor Crowell Jr.
Map/Parcel# 2 A Address 15 Hilltop Stret Dorchester MA
Lot# Telephone# @
Installer's Name J.P.Macomber & Son Inc. Designer's Name J.p.Macomber & son Inc.
Address Box 66 Centerville Mass. 02632 Address Box 66 centerville,Mass. 02632
Telephone# 5 0 8-7 7 5-3 3 3 8 Telephone#
Type of Building Residential Lot Size sq.ft.
Dwelling-No.of Bedrooms 3 Garbage grinder ( )
Other-Type of Building None No.of persons 2 Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) 330 gpd Calculated design flow -Awl 1 Q Design flow provided 330 gpd
Plan: Date Number of sheets Revision Date
Title
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS Omitting cesspool, Installing 1 -500 gallon
septic tank. 1 -Distribution -box. 2-500 gallon chambers packed in
2 ' of stone.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further afire s to not to 711the tem in era' n until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
ec
*� E �
No. �' t o 4 FEE $ 4 0 14
COMMONWEALTH OF MASSACHUSETTS
Board of Health, Rarnstabl e ,MA..
APPLICATIONFOP DISPOSAL SYSTEM CONSTRUCTIO�T PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade(KX Abandon( ) - ❑Complete System ❑Individual Components
Location 151 OcReacAve Craigville Owner's Name Victor Crowell Jr.
Map/Parcel# Address 15 Hilltop Stret Dorchester MA
Lot# Telephone# $
Installer's Name Desi ner's Name
J.P.Macomber & Son Inc. g J.P.Macomber & son Inc. -
Address Box 66 Centerville Mass. 02632 Address Box 66 centerville,Mass. 02632
Telephone# 508-775-3338 Telephone#
Type of Building Residential Lot Size sq.ft.
Dwelling-No.of Bedrooms 3 Garbage grinder ( )
Other-Type of Building . None No.of persons 2 Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) 330 gpd Calculated design flow 3 x 1 1 0 Design flow provided 330 gpd
Plan: Date Number of sheets Revision Date
Title
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS Omitting cesspool. Installing 1 -500 gallon
seitiv tank. 1 -Disdtibution box. 2-500 gallon/chambers packed in
2 of stone.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agre s to not to la the tem m erati n until a Certificate of Compliance has been issued by the Board of Health.
Signed Date 10.110.137
<
,r•
v'
No. FEE $ 50.00
COMMON LT14 OF MASSAC14USETTS
Board of Health, Barnstable MA
�T
�
CERTIFICATE OF COMPLIANCE
r
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( );#Repaired ( ),Upgraded XX Abandoned ( )
by: J.P.Macomber & Son Inc.
at 151 Ocean Ave. Craigville,Mass.
has been installe in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. �_ 12 , dated AO—Ad,Approved Design Flow (gpd)
Installer J.P.Macomber & Son
Designer: J.P.Macomber & Son Iggp,,ctor: T_. ` 1 Date: a q7
The issuance of this permit shall not be construed as a guarantee th'a`t the system will function as designed.
No. / ��z✓ �/ FEE $ 5 0.0 0.,
Board of Health, Barnstable , MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair(K)Og Upgrade( ) Abandon( ) an individual sewage disposal system
at 151 Ocean Ave Craigville as described in the application for
Disposal System Construction Permit No. ,47 dated
Provided: Construction shall be completed within three years of the date of th' ermit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date /��k Board of Heal
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISK' .
WORKS CONSTRUCTION pc, Itm1'I' (WITHOUT DESIGNED PLANS)
1 Joseph P. Macomber -y (:k:i Iy lh:�t thu application For disposal works
construction permit signed by ntc �?::tc(,1 _1 0/1 0/97 , concerning the
prjperty located at 151 Craigville,Mass meets all of the
following criteria:
There are nowetlands within 300 fc.t of the proposed septic system
JThere arc no private wells within 15o 1vct of the proposed septic system
The observed 8roundrvater table a t ftvt or greater below thu bottom of the Ieachinb facility
• There is no increase in flON+ umVOY chanbe in use proposed
•r n variances rct uestcd or nccdcd.
There arc o 1
SIGNED . DATE:
r
LICEN SEPTIC SYSTE,NI !NSTALLER IN THE TOWN OF BARNSTABLE NUMBER
(Attach a sketch plan of the proposed s)s;cm. Also if tl:e licensed installer posesses a certified plot plan,
this plan should be sAnimd).
I �.
..
��
Q � ' -'---
TOWN OF BARNSTABLE
SEWAGE#
LOCATION �// ,
V/ _ASSESSORS MAP &LOT , O VILLAGE
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY -�0 i
L W C/j, M,BeRfsize) DO G
LEACHING FACILM: (type) TCu d r �
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE:. ;ra b _ 7 COMPLIANCE DATE:
Separation Distance Between the: Facili Feet -
Maximum Adjusted Groundwater Table and Bottom of Leaching ty
Private Water:Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within.300 feet of leaching facility)
Furnished by ------- - -
01 0),
0
TOWN OF BARNSTABLE
LOCATION �.'S-/ L� � � f{A! A tle% SEWA�GlE # 5 r-S— 7
�jV� Vt
VILLAGEP A i 6 lO/ �/� ASSESSOR'S MAP S: LOT-211, F>D
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /SO 0
LEACHING FACILITY: (type) TCa D `=ZOW C4A �size) S ®® G
NO.OF BEDROOMS .3 nn pp
BUILDER OR OWNER V I' C'V-t9Gc�C 'L
PERMIT DATE: s l M COMPLIANCE DATE:
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
® �1 � . �
-----�
_. - - --:
Town of Barnstable
Department of Health, Safety, and Environmental Services
sncuvsrns�, t
Public Health Division
367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A.McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
December 8, 1997
Victor Crowell
15 Hilltop Drive
Dorchester, MA 02124
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE,
TITLE 5.
The septic system owned by you located at 151 Ocean Ave. Craigville was inspected on August
22, 1997 by Joseph Macomber Jr. a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the guidelines of
1995 TITLE 5 (310 CMR 15.00) due to the following:
• The soil absorption system(cesspool) is below the high groundwater elevation.
You are directed to hire a licensed professional engineer (PE) to design a system that will bring
the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5
within twenty-one (21) days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system components
within forty-five (45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to pump the
septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the
ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to any court
of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean,R.S., C.H.O.
Agent of the Board of Health
q\hca11h�81eaU1Ue5adoc
LIST OF DRAWINGS
L-1 TITLE SHEET & ZONING COMPLIANCE r°=°••
A-1 FLOOR PLANS - EXISTINGyq� ro aE RE EXISTING
vE�G HOUSE
A-2 SECTIONS A & B - EXISTING o
(1st FLOOR ONLY)
A-3 EXTERIOR ELEVATION - EXISTING PROPERTY LINE
A-4 BASEMENT & FIRST FLOOR PLANS — —
w o SEPTIC.TANK ACCESS PORTS
A-5 2nd FLOOR & ROOF PLANS & SECTION A a �:
A-6 EXTERIOR ELEVATIONS �r ExISTING HOUSE I„j
A-7 SECTIONS C & D
A-8 SECTION E & WINDOW SCHEDULE /
A-9 WINDOW DETAILS / PROPOSED z
A-10 BASEMENT LAYOUT ADDITION Q
� — — W
A-11 1st FLOOR LAYOUT EXISTING SHED
A-12 2nd FLOOR LAYOUT (TO BE REMOVED)
S-1 FOUNDATION PLAN m
S-2 1st & 2nd FLOOR FRAMING PLANS
S-3 ROOF FRAMING PLAN XISTING SEPTIC SYSTEM
FRONT
YARD
MAP: 227, LOT: 007
-' 3,595 SQ. FT. ZONE: CRAIGVILLE BEACH DISTRICT (CBD)
NEIGHBORHOOD OVERLAY DISTRICT: CRAIGVILLE VILLAGE (CV) _
t" Article XIV.District of Critical Planning Concern Regulations
i i t 240-131.4.
/ Craigville Beach District
Village Craigville Neighborhood Overlay r
VOLUNTARY DEMOLITION (240-131.3)
AREA SUMMARY (GSF) LOT COVERAGE (240-131.6) AREA OF EXISTING
' EXTERIOR WALL: 2,029 GSF
EXISTING PROPOSED LOT AREA: 3,595 GSF
BASEMENT 512 612 PROPOSED DEMOLITION OF
list FLOOR ALLOWABLE BUILDING COVERAGE: 1,339 GSF EXISTING EXTERIOR WALL: 410 GSF
J, EXISTING 612 254 PROPOSED BUILDING COVERAGE: 1,335 GSF =20%
ADDITION 593 PERCENT ALLOWED: 20%
s 2nd FLOOR ALLOWABLE TOTAL COVERAGE(60%) 1,798 GSF� AREA OF EXISTING ROOF: 866 GSF EXISTING 247 247 PROPOSED TOTAL COVERAGE: 1,379 GSF
8 " ADDITION 332 PERCENT COVERED: 38% PROPOSED DEMOLITION OF
-� TOTAL: 1,271 1,938 EXISTING ROOF: 341 GSF
NET INCREASE=667 GSF =40%
0
PERCENT ALLOWED: 50/°
TERRY KENYON,AIA 18 SEPTEMBER 2015
45 Appleton Street - ADDITION s� RENOVATIONS TITLE SHEET & ZONING COMPLIANCE
�_it
Boston,MA 02116
(617)549L=1
-3138 151 OCEAN AVENUE SCALE:1/16" =1'-0" ?, +"As /p
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS J
fi P
e. S-
L
• 2'-2 1/2"
LOS CLOS
D�
EXISTING DECORATIVE
12'-0 1/2" BALCONY TO REMAIN— T-7 1/2"
BEDROOM 2 BEDROOM 3
2 Z-
PLAN-2nd FLOOR (SCALE: 1/4"=V-0") �2'-2 1/2"
25'-3" 20'-2"
CLOS. _
I
UP I
BEDROOM 1 BATH KITCHEN i
10'- 1/2" � I 12,-0 1/
LIVING ROOM -
I
0-1 "
41'04A 2 DECK A�-2 7'-11 1/2"
PLAN-1st FLOOR (SCALE: 1/4"=V-0")
e
TERRY K Street AIA ADDITION &RENOVATIONS FLOOR PLANS EXISTING ��`�
45 Appleton Street � 4 �`G� ••
Boston,MA 02116 0
(
617)549-3138 151 OCEAN AVENUE SCALE: 1/8"=V-0" F& 60STr�il. !.
Aml
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v E D B C A A
A 8 A-7
T-5^ p_g 0'-10"— 25'-2 1/2" 20'-2"
�)\ ��''CLOS.
ENTRY CANOPY Z c) -�-_L i w XISTING HOUSE
_0„ c-
ABOVE 3,
4,9„ O vEXISTING STAIRWAY&EMAIN
CLOSET CLOSET TO BE REMOVED
i
DWN
1 LIVING ROOM
20-4"
(+3-1 FAMILY ROOM p 1�
15-T' DECK
KITCHEN
10'.5" l—� 19'-2 1/2" I 6'-0 1/2'
2 1 st FLOOR PLAN
E D 8 C p A
0'-10" 25'-21/2' 0'4"
EXISTING WASHER&DRYER - .. ....
- _ .- - ` —\\"' �XISTWG FOUNDATION-----------
EXISTING �♦
I � SEPTIC I i �'—NEW STRUCTURAL COLUMNS
EXISTING HWH TO
BE RELOCATED @ 0
I XISTING STRUCTURAL COLUMN TO BE REMOVED
L,--- --.-.. --------J EXISTING BASEMENT /EXISTING ELECTRICAL PANEL
/ EXISTING UTILITY -EXISTING WATER METER
SINK TO REMAIN
20-4" CMU INFILL @ r /,
EXISTING WINDOWAL
15-7" REPLACE EXISTING DOOR
UP -COVERED EXTERIOR SPACE
s
DECK CMU WALL DOWELLED INTO
EXISTING ``.NEW 8"STEEL REINFORCED
(ABOVE)
� EXISTING SLAB&SIDE WALLS
�-------�---------- \\
\
\` 1e
\ \\ I I Ir
\ EXISTING LEACH i\
1
BASEMENT PLAN FIELD
C.
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TERRY KENYON,AIA 18 SEPTEMBER 2015 ti�
45 Appleton Street ADDITION &RENOVATIONS BASEMENT & 1st FLOOR PLANS .26
Boston,MA 02116 tv: b ;TON. , A=4
(617)549-3138 151 OCEAN AVENUE SCALE: 1/8"=V-0"
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS
e (r} OF
;v �m al
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p-8 A-7 A-2 A-7
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/ PAINTED WOOD RAILING
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1 I
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(SO SQ.FT.)
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7„ J� EXISTING WOOD
0 SHINGLES TO REMAIN
C C7 XISTING BRICK CHIMNEY
z II
NEW J"VERT. WOOD SIDING
(PAINTED) OVER EXISTING x
w
WOOD SIDING& LL
AIR/MOISTURE BARRIER. O
REMOVE AND RE-INSTALL O —NEW WOOD SHINGLES
ALL DECORATIVE TRIM ADD NEW 2x6 STUDS,L:
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(TYP.FOR ALL EXISTING 2'-0"o.c.MAX. L ROOF PLAN
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2
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&FLOOR STRUCTURE INFILLED
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150 SQ.FT.)
FT.) — — 3. 1„
— ROOF
2 SECTION A - NEW '� 2nd FLOOR PLAN
SCALE: 1/4"=1'-0" �faenQ
SCALE: 1/8"=1'-0"
TERRY K Street AIA ADDITION&RENOVATIONS ZI1d FLOOR ROOF PLAN SECTION A c No. p,3�-
Bo Appleton Street r A=5
Boston,MA 02116 h:�P
151 OCEAN AVENUE
(61�)5as-s13s SCALE: AS NOTED � � Ass. ��'
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS
• ra f j�,:) EvS�S
a
10'-6" -10'-101, 25'-2 1/2"
XISTING WASHER & DRYER
�r - ,
II
_-- - -------_
-__--------- `_—__ .�_�w-_~.... �______�___.____EXISTIN -� __.___-__-
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NEW STRUCTURAL COLUMNSSEPTIC
EXISTING HWH TO O
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I , 0*_�XISTING STRUCTURAL COLUMN TO BE REMOVED
l I EXISTING BASEMENT jam--EXISTING EL
EXISTING UTILITY XISTING W
SINK TO REMAIN
CMU INFILL @
4 20-4"
EXISTING WINDOW--
15-7
REPLACE EXISTING DOOR
UP'" - - —COVERED EXTERIOR SPACE _ - - - - -
. t
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i \
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TERRY KENYON,AIA 18 SEPTEMBER 2015
45 Appleton Street ADDITION &RENOVATIONS BASEMENT LAYOUT ��' 4' t
Boston,MA 02116 151 OCEAN AVENUE ,:a `` A=10
(sn)549-3138
SCALE. j"=1 -0 p` Ass. ,''
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS
10'-6" 10'-10" 25'-2 1/2"
_5
0'-1111p
CLOS.
ENTRY CANOPY Z
3'-0" 0�� c _ ��_Lf_`-'�-_--�Y
ABOVE o
4'-91' XISTIN
-------- j CLOSET U CLOSET
LIVIN
DWN
L_—__—_--_
FAMILY ROOM
15'-7" DECK
KITCHEN
9'-2 1/2„
2'-6"
10'-5" -I- 19'-2 1/2't - I--6-0 1/2"
• �C^p
.ell x
r
TERRY KENYON,AIA 18 SEPTEMBER 2015K
45 Appleton Street ADDITION & RENOVATIONS 1st FLOOR LAYOUT No. 43
6 1. -
Boston,MA 02116 _ ems' a' - Aml 1
(617)549-3138 151 OCEAN AVENUE SCALE: 1'-0'• v A
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS 4"
`9wvvas•
J
7'-4" 19'-2 1/2"
,--EXISTIN
& FLOC
31_11 11 HALF f`
NTRY
CANOPY CLOSET T-11/2" 3'-0" toµ° CI S
11
16'-0" 6'-10" DECK BEDROOM 1
(50 SQ. FT.) S W
I I
OOF I I
OOF
t TERRY KENYON,AIA 18 SEPTEMBER 2015 �4 �'''_
45 Appleton Street ADDITION BRENOVATIONS 2nd FLOOR LAYOUT Now 432 a
Boston,MA 02116 =s
`s
(617)549-3138 151 OCEAN AVENUE SCALE: 4'=1'-0" v� �+y -
Aml 2
terrykenyon@gmail.com CRAIGVILLE, MASSACHUSETTS
- ' "�f•C ov�ai�
r
4 G
P E t1/,2" —
B C A A
A 8 A-2 A-7 A_2 A-5
23'-7" 25'-2
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c")S r/
2 6" q - --iJ�_ LEXISTING HOUSE
TO REMAIN
7,-3„ 6-5 1/2 �0'4 jP `-EXISTING STAIRWAY&
2 1/2" 11 1/2" 1'-7" (5 J - CLOSET CLOSET TO BE REMOVED
0' t IVING ROOM
3'4^ FAMILY ROOM
20 4"
QWN 0'-11"L
d
DECK SCREEN
13-1" PORCH g-p^
KITCHEN C=CK 10'-11/2"
I— 2'-6 1/2
1'-0"
10'-0" 23'-2 1/2"
2 1st FLOOR PLAN ,.;
E D B C A A
A-8 A-7 A-2 A-7 A-2 A-5
23-7 RELOCATE EXISTING WASHER&DRYER-�,.
__ ____ 1
I -- � ---EXISTING FOUNDATION
r
t_ _ — i w '�)
1 '4 1/2" `
7'_ 1 EXISTING 1 6 ❑ ° L—
1 SEPTIC 1 i / NEW STRUCTURAL COLUMNS
TANK j EXISTING HWH / p� o .c
i 1 i &UTILITY SINK / --EXISTING STRUCTURAL COLUMN TO BE REMOVED
j ---t 0'-9 1/2" H TO REMAIN—� - EXISTING BASEMENT —EXISTING ELECTRICAL PANEL. - I
- —EXISTING WATER METER
I
20-3"
REPLACE EXISTING DOOR
13 1" COVERED EXTERIOR SPACE------
\ 10_ 1/2" EXISTING l NEW 6"STEEL REINFORCED
LIP � \� DECK
CMU WALL DOWELLED INTO
` EXISTING SLAB&SID WALLS
J
I 1 '- 8 1/2„0"1 -9' 2 1/2 I ' ' C
0'-0" 23'-21/2"
EXISTING LEACH O. 4- 6
O �
1 FIELD R� BOST N.
BASEMENT PLAN ti /b
TERRY KENYON,AIA 22 DECEMBER 2014
45 Appleton Street ADDITION &RENOVATIONS BASEMENT & 1st FLOOR PLANS
Boston,MA 02116 151 OCEAN AVENUE A=4
(617)549-3138 SCALE: 1/$"=1'-0"
terrykenyonaia@vedzon.net CRAIGVILLE, MASSACHUSETTS
i
)
E D B C A A
q_8 A-7 A-2 A-7 q_2 A-5
Y
R-38 BLANKET
INSULATION ;i �
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(TYP.FOR ROOF)— ' �\ r_
--------------
\ WOOD DECKING ON SLEEPERS
----- --------------------------------
PAINTED WOOD RAILING-7 ' D
FULLY-ADHERED
\ MEMBRANE ROOFING \ I 1 I
(SLOPED "PER FOOT)
I
/ I ` _---_J
—R-21 BLANKET INSULATION
(TYP.FOR WALLS)—\\ t n \\EXISTING WOOD—� O NEW WOOD SHINGLES
\ SHINGLES TO REMAIN
EXISTING BRICK CHIMNEY
NEW VERTICAL WOOD SIDING _� -------------------------------------
(PAINTED) OVER EXISTING x
w �
WOOD SIDING& LL -------------------------------------
AIR/MOISTURE BARRIER. a
REMOVE AND RE-INSTALL / \ O
ALL DECORATIVE TRIM �_ ADD NEW 2x6 STUDS, o
(TYP.FORALL J ~ 2 ROOF PLAN
EXISTING EXTERIOR 2'-0"o.c.MAX. LL
WALLS TO REMAIN. (TYP.@ EXISTING WALLS}— LL
\ LL w
E D B C A A
\ Q w q_g A-7 A-2 A-7 A_y A-5
o rj)
m
_ N
—EXISTING STAIRWAY TO BE REMOVED
25'-2 1/2" &FLOOR STRUCTURE INFILLED
0'-7 1/2' 7'-6 1/2" '-4 1/2"DO<
41
2,_5„ -��_— — OF — 3,_1 f l,Z„ — -.— i
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R-30 BLANKET INSULATION (—
TYP.FOR 1st FLR
( T-
CLOSET
ABOVE INHEATED SPAC 3'-11 1/2"
q " 3'-0"
� - -- 3-0 1
O
3' 1/2 -�
GRADE VARIES
DQ<
0 5
BEDROOM 2
DOI
ADD 2X8 JOISTS
L—
o-
SISTERED TO \ 0'-9 1/2"
NX
EXISTING FRAMING DOa
S S
N T-0"
I—'-91/2 O 4-6
i� 20 3" DECK
(50 sq.ft.)
D<X10-8" BEDROOM 1
v
JtLFLAT ROOF—\
ROOF-1-1-
0-4 O'41/2" �9 .t r •, `¢n
fA, 2
I O. 26
2 SECTION A: NEW 00
'� 2nd FLOOR PLAN
SCALE. 1/4 —1 -0 o J
SCALE: 1/8"=1'-0" �' G
• ����'c� ;;�ssP
• �6b
TERRY K Street AIA ADDITION & RENOVATIONS 2nd FLOOR & ROOF PLAN & SECTION A Bo Appleton Street A=5
Boston,MA 02116 151 OCEAN AVENUE
(617)549-3138 SCALE: AS NOTED
terrykenyonaia@verizon.net CRAIGVILLE, MASSACHUSETTS
' 1. OWNER OF RECORD:
hereby certify that the lot comers, dimensions, and setbacks to the FRANCIS LAHEY and SHEILA R. LAHEY,
r b PROPOSED ADDITION & DECK as shown on this plan are correct
- r TRUSTEES OF THE OCEAN AVENUE
and were based on a field instrument survey. Conformance to the NOMINEE TRUST
Town of Barnstable By-Laws and Regulations shall be determined by 15 WESTON AVENUE
b"kthe Zoning Enforcement Agent.
FISHKILL, NY 12524
LOCUS LAUREL AVENUE 2. FEMA FLOOD ZONE (PROPERTY):
rPPVEM `��°'' AE (EL.12) & X (<500yr)
- •-- N84°20'47"{�y JO!_! f, 3. AS SHOWN ON COMMUNITY PANEL:
+ ` .:a
�"*�. , . 6 E B4sc si A.. 16.44' — LJ10.69' CHUB ! JR.
.� ry r #25001 C0564J (dated 7-16-2014)
92.18
MAP 22
Y " 7
LOT 7
sN �M�NZ 4. ASSESSORS, MAP & LOT:
•� ` "^•, .
MAP 227, LOT 7
'pG� 3,595 S.F.
/ \ POTENTIAL r? 100 N
�a0 l r 'I 5. DEED REFERENCES:
LOCATION FOR a Date Professional Land Surveyor DEED BOOK 16815, PAGE 118
LOCUS PLAN FUTURE SEPTIC �%Z-
N DEED BOOK 27381, PAGE 305
SYSTEM UPGRADE
SCALE: 1" =2000' � MAP 227 DEED BOOK 27381, PAGE 311
DEED BOOK 27381, PAGE 315
LOT 8
MAP 226
6n°p2�`� 6. PLAN REFERENCES:
LOT 86 N PR. FOOTING PLAN BOOK 24, PAGE 1
�s' 6 5 10 (TYP OF 7) PLAN BOOK 195, PAGE 33
•_, PLAN BOOK 647, PAGE 1
7. LOCATION OF EXISTING SEPTIC SYSTEM
�2 SHOWN ON THIS PLAN IS CONSIDERED
PR. APPROXIMATE ONLY AND SHALL BE FULLY
DECK �`f ! VERIFIED IN THE FIELD PRIOR TO
�o EX. D.B. CONSTRUCTION. NOTIFY ARCHITECT OF ANY
o o - DISCREPANCIES.
EXISTING SHED 131
(TO BE REMOVED) � co- 25 VEG� BE REQUIRED TOALRLOW THE PRTMENT OPOSED
DANCE AY
GP
LOCATION OF THE SEPTIC SYSTEM RESERVE
AREAS AS SHOWN ON THIS PLAN. THE
�pX COMBINED TOTAL OF BOTH RESERVE AREAS
/ WOULD ACCOMODATE UP TO A 3-BEDROOM
/ 25 N DESIGN, ASSUMING THAT SOILS HAVE A
/ �03 7O #153 PERCOLATION RATE LESS THAN 5 MIN/INCH.
/ / �i'fJ �o EXISTING A SEPTIC SYSTEM UPGRADE DESIGN AND
DWELLING VARIANCE REQUEST, WHEN NEEDED, WOULD
m c9 0Z BE PREPARED UNDER A SEPERATE PERMIT.
n. Na
�° /
rn O
EXISTING DECK
(TO BE REMOVED)
#151 a,
ct� 3 EXISTING o
3-BEDROOM
MAP 226 DWELLING
3
LOT 87 o I
o � �
00 3 S C JEr'"N'(
ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT(CBD) 30 FPP
NEIGHBORHOOD OVERLAY DISTRICT: CRAIGVILLE VILLAGE(CV) a �OGEO
LOT AREA:= 3,595 s.f. EXISTING DECK 'A
MIN. LOT AREA: 87,120 s.f. " (TO REMAIN)
MIN. LOT FRONTAGE: 75 feet**
• PLOT PLAN
ZONING REQUIREMENTS PROPOSED
MIN. FRONT YARD = 15' FRONT YARD = 1.4' *** 3 0 AT
MIN. SIDE YARD= ' SIDE
MIN. REAR YARD =1110' R ARYARD YA D 413.6** N6�°�Z�,• �N �l �v� 151 OCEAN AVENUE
MAX. BUILDING HEIGHT= 30' BUILDING HEIGHT< 30' SEA N Pv�
O MAX. BUILDING COVERAGE = 1,347 sf BUILDING I CRAIGVILLE BEACH, MA
COVERAGE = 1,335 sf OG�P
MAX. LOT COVERAGE = 50% LOT COVERAGE =40%
*Or lot area of legally established lot as of 11/06/2009. PREPARED FOR:
**Or lot frontage of legally established lot as of 11/06/2009.
***As measured to existing structure. FRANCIS LAHEY and SHEILA R. LAHEY
PREPARED BY:
JC ENGINEERING, INC.
GRAPHIC SCALE 2854 CRANBERRY HIGHWAY
10 0 5 10 20 40 EAST WAREHAM, MA 02538
( IN FEET )
inch = ft. SCALE: 1" = 10' OCTOBER 20, 2015
JCE#955