HomeMy WebLinkAbout0090 MURPHY ROAD - Health 90 MURPHY RD.,HYANNIS
A=309-156
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COMMONWEALTH OF MASACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET BOSTON MA 02108(617)292-3500
TRUDY COXE
Secretary
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Govemor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION( ` ,
Property Address: 90 MURPHY RD HYANNIS, MA 02601 —l" � (�lS
Name of Owner ERNEST 6
Address of Owner: 90 MURPHY RD HYANNIS,MA 02601
Date of Inspection: 6/21/00
Name of Inspector: JOHN GRACI Giy
I am a DEP approved system inspector pursuant to Section 15.340 o/Tale 5(310 CMR 15,000) o /�
.�°� Sao �_ . �� .• � ,. ,
Company Name: SEPTIC INSPECTIONSm�
Mailing Address: P.O.BOX 2119 TEATICKET,MA.02636
Telephone Number: 608-564-6813 FAX 508-664-7270 c Yr� 00
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported1below is true,accuratef
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:
X Passes
Conditionally Passes
Needs Further.Evalluatio yjle Local Approving Authority
Fails
/1
Inspector's Signature: Date:6121/00
The System Inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of
The System Inspector shall subm4
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 buyef f if applicable,and the approving authority.
NOTES AND COMMENTS
"The inspection is based on criteria defined in\Title V code 310 CMR 15.303.My findings are of how the system is performing at the time of inspection.My
inspection does not imply any warranty or guarantee of the longevity of the septic system and any of its component's useful life."
THE SYSTEM PASSES TITLE V INPECTION.RECOMMEND PUMPING THE SYSTEM EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFULL
LIFE.
revised 9/2/98 Page 1 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 90 MURPHT RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6121/00
INSPECTION SUMMARY: Check A, B, C, Or DC
A. SYSTEM PASSES:
X I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated
are indicated below.
B. SYSTEM CONDITIONALLY PASSES:
One or more^system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the
replacement or repair,as approved by the Board of Health,will pass.
Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all instances.If"not determined",explain why not.
Ilia 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 exfiltration,or tank failure is imminent.The system
will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health.
IlLa 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).
broken pipe(s)are replaced
_obstruction is removed Y
distribution box is levelled or replaced
IlLa 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
71
revised 9/2/98 Page 2 of 11
}'- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
Batt PART A
CERTIFICATION(continued)
Property Address: 90 MURPHY'RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6/21/00
C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety
and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)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 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 AND SAFETY AND THE ENVIRONMENT:
_ The system has a seplic,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. .s
_ The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well.
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 nLa(approximation not valid).
3) OTHER
n/a
revised 9/2/98 Page 3 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .
PART A
CERTIFICATION(continued)
Property Address: 90.MURPHY RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6/21100
D. SYSTEM FAILS:
You must indicate either"Yes"or"No"to"each of the following:
I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis 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
X Backup of sewage into facility or system component due to an 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 1/2 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 0.
X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation.
X Any portion of a 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 well,
- 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.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"to each;of the following:
The following criteria apply to large systems in addition to the criteria above:
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
X the system is within 400 feet of a surface drinking water supply
X the system is within 200 feet of a tributary to a surface drinking water supply
X 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 upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the
Department for further information:
ry�
revised 9/2/98 Page 4 of 11
•
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 90 MURPHYs<RD HYANNIS, MA 02601
Name of Owner: ERNEST a'+
Date of Inspection: 6/21/00
Check if the following have been done:You must indicate either"Yee or"No"as to each of the following:
Yes No
X _ Pumping information was provided by the owner,occupant,or Board of Health.
X _ None 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.
X As built plans have been obtained and examined.Note if they are not available with N/A.
X _ The facility or dwelling was inspected for signs of sewage back-up.
X _ The system does not receive non-sanitary or industrial waste flow. .
X _ The site was inspected for signs of breakout.
X _ All system components;excluding the Soil Absorption System,have been located on the site.
`rs,
X _ 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:
X _ Existing information,For example,Plan at B4O,H,t
X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)1 5.302(3)(b)j
X _ The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal
Systems.
revised 9/2/98 Page 5 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 90 MURPHY RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6/21/00
FLOW CONDITIONS
RESIDENTIAL:
Design flow: 110 g.p.d./bedroom
Number of bedrooms(design): 2 Number of bedrooms(actual):
Total DESIGN flow: 220 gpd ,
Number of current residents:2
Garbage grinder(yes or no):NO `'s
Laundry(separate system)(yes or no): NO If yes,separate inspection required
Laundry system inspected(yes or no): NO,
Seasonal use(yes or no): NOI�
Water meter readings,if available(last two year's usage): n/a gpd
Sump Pump(yes or no): NO
Last date of occupancy: n/a
COM M ERC IAL/INDUSTRIAL
Type of establishment: n/a
Design flow: n/a gpd(Based on 15.203)
Basis of design flow:n/a
Grease trap present:(yes or no): NO
Industrial Waste Holding Tank present:(yes or no): NO
Non-sanitary waste discharged to the Title 5 system:(yes or no):NO
Water meter readings.if available: nla
Last date of occupancy:n/a
OTHER: (Describe)
n/a
GENERAL INFORMATION
PUMPING RECORDS and source of information:
n/a i1
System.pumped as part of inspection:(yes or no):NO
If yes,volume pumped n/a gallons
Reason for pumping:n/a
TYPE OF SYSTEM
X Septic tank/distribution box/soil absorption system
_ Single cesspool
_ Overflow cesspool
_ Privy
_ Shared system(yes or no)(if yes.attach previous inspection records,if any)
_ I/A Technology etc.Attach copy of up to date operation and maintenance contract
_ Tight Tank Copy of DEP Approval ,
Other:n/a
APPROXIMATE AGE of all components,date installed(if known)and source of information:
1998
Sewage odors detected when arriving at the site:(yes or no) NO _.
. f -
<y
revised 9/2/98 Page 6 of 11
<ats,
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 90.MURPHY: RD HYANNIS, MA 02601
Name of Owner ERNEST f
Date of Inspection: 6/21/00
r�t
BUILDING SEWER:X
(Locate on site plan)
Depth below grade: 30"
Material of construction: _ cast iron X 40 Pvc other(explain)
Distance from private water supply well or suction line: n/a
Diameter: 4"
Comments: (condition of joints,venting,evidence of leakage,etc.)
THERE IS TOWN WATER
SEPTIC TANK: X
(locate on site plan)
Depth below grade: 24"
Material of construction: X concrete metal_ Fiberglass_ Polyethylene_ other
explain: n/a
If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO
Age: n/a
Dimensions: 150OG L 10'6"H 5'6"W 6'8""
Sludge depth: 2"
r+�
Distance from top of sludge to bottom of outlet tee or baffle: 32"
Scum thickness: 1"
Distance from top of scum to.top of outlet tee or baffle: 6" .
Distance from bottom of scum to bottom of outlet tee or baffle: n/a
How dimensions were determined: MEASURED
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.)
THE SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE
SYSTEM'S USEFULL LIFE.SEPTIC TANK IS H 10
GREASE TRAP: _
(locate on site plan) ,
Depth below grade: n/a
Material of construction: _concrete - metal_ Fiberglass _ Polyethylene_other
Explain: n/a
Dimensions:n/a
Scum thickness: n/a
Distance from top of scum to top of outlet tee or baffle: n/a '
Distance from bottom of scum to bottom of outlet tee or baffle n/a
Date of last pumping: n/a
Comments:
(recommendation for pumping,condition oFinlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,
etc.) i
n/a >,�
revised 9/2/98 Page 7 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
i u, 1n
Property Address: 90 MURPHY RD HYANNIS, MA 02601 '
Name of Owner ERNEST
Date of Inspection: 6/21/00
TIGHT OR HOLDING TANK: _ (Tank must be pumped prior to;or at time of,inspection)
(locate on site plan)
Depth below grade: n/a
Material of construction: _concrete_ metal_fiberglass _Polyethylene _other
Explain: n/a
Dimensions: n/a
Capacity: n/a gallons
Design flow: n/a gallons/day
Alarm present: NO
Alarm level:N/A Alarm in working order:NO `
Date of previous pumping: n/a
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
n/a
DISTRIBUTION BOX:X
(locate on site plan)
Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE
Comments:
(note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.)
THE DISTRIBUTION BOX IS STRUCTURALLY SOUND.
PUMP CHAMBER:
(locate on site plan)
Pumps in working order:(Yes or No): NO
Alarms in working order(Yes or No): NO
Comments:
(note condition'of pump chamber,condition of pumps and appurtenances.etc.)
n/a
revised 9/2/98 Page 8 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 90 MURPHY RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6/21/00
SOIL ABSORPTION SYSTEM(SAS): X'
(locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods)
If not located,explain:
n/a
Type:
leaching pits,number:(n/a)n/a
leaching chambers,number: (3)MAXIMERS
leaching galleries;number: (n/a)n/a
leaching trenches,number,length: (n/a)n/a
leaching fields,number,dimensions: (n/a)n/a
overflow cesspool,number: (n/a)n/a
Alternative system: n/a
Name of Technology: n/a
Comments
(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.)
THE LEACH FIELD APPEARS TO BE FUNCTIONING PROPERLY,THE SYSTEM SHOWS NO SIGNS OF FAILURE.SOIL PROBED DRY
CESSPOOLS: .;.
(locate on site plan)
Number and configuration: n/a
Depth-top of liquid to inlet invert:n/a
Depth of solids layer: n/a
Depth of scum layer. n/a ,t
Dimensions of cesspool: n/a
Materials of construction: n/a
Indication of groundwater: n/a, inflow(cesspool must be pumped as part of inspection)NO
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
n/a
M PRIVY:
(locate on site plan)
Materials of construction: n/a Dimensions: n/a
Depth of solids: n/a
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
n/a
revised 9/2/98 Page 9 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 90 MURPHY RD HYANNIS, MA 02601
Name of Owner ERNEST
Date of Inspection: 6/21/00
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent reference landmarks or benchmarks
locate all wells within 100'(Locate where public water supply comes Into house)
aax.
t31� �J pecK
DA
AM
t
4
revised 9/2/98 Page 10 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 90 MURPHY, RD HYANNIS,'MA 02601
Name of Owner ERNEST
Date of Inspection: 6121/00 ,
NRCS Report name: n/a
Soil Type: n/a
Typical depth to groundwater: n/a
USGS Date website visited: n/a
Observation Wells checked: NO
Groundwater depth: Shallow Moderate Deep
SITE EXAM _ Slope
_ Surface water
_ Check Cellar
Shallow wells
Estimated Depth to Groundwater 12 Feet
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
Observed Site(Abutting property observation hole,basement sump etc.) .
_ Determined from local conditions
Checked with local Board of health
Checked FEMA Maps
Checked pumping records `
Checked local excavators,installers
X Used USGS Data
Describe how you established the High Groundwater Elevation.(Must be completed)
USGS MAPS AND CHARTS-12+FEET
t• ,
revised 9/2198 Page 11 of 11
r TOWN OF BARNSTABLE
U)'CATIG I ua 964 t2d SEWAGE # t
VILLAGE�hI ��` S ASSESSOR'S MAP & LOT ' D . —' , .
INSTALLER'S NAME&PHONE NO. A R CIF w—u
SEPTIC TANK CAPACITY 6110
LEACHING FACILITY: (type) (3)l-dt4 X`l-A Q_0L—S (size) �O X A 2
NO.OFBEDROOMS
BUILDER OR OWNER
PERMUDATE: 7 I - COMPLIANCE DATE: C/ — IS -
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility" Feet
Private-Water Supply Well and Ieaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility'(If any wetfands exist
within 300 feet of leaching facility). Feet
Furnished by
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' 9 TOWN OF 6S ABLE `
LOC,, ATION E SEWAGE
VILLAGE ASSESSOR'S MAP
INSTALLER'S NAME&PHO NO.
SEPTIC TANK CAPACITY �+
LEACHING FACILITY: (type) (size)
NO. OF BEDROOMS
BUILDER OR OWNER
is',.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,
�I
FV-7
rb
No. „ _/ � Feer� !/
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MAS ACHUSETTS
01pplication for Migogal *pgtem Congtruction Permit
Application for a Permit to Construct( )Repair(t/l'upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Q0 I v IL
K P Ry Owner's Name,Address and Tel.No.I v ti
Assessor's Map/Parcel
Installer's Name,Add fts&nST /e `0 Designer's Name,Address and Tel.No.
350 Main Street
W.Yarmouth, MA 02673
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures /
Design Flow 36S gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank A00a Type of S.A.S. 4 R
Description of Soil .rign�P
Nature of Repairs or Alterations(Answer when applicable) Zns if*ll l" 9,6 & .3
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 by this Board of althh..
Signed C.., Date
Application Approved by Date -�/_6iS
Application Disapproved for the following reasons
Permit No. Date Issued
I
i
I
43
TOWN OF BARNSTABLE
LOCATION �0 �n ��� 't2d SEWAGE # 1 t!
' iMI,
VILLAGE H a-JL A S ^^ ASSESSOR'S MAP & LOT. -3o.�1�.�
INSTALLER'S NAME&PHONE NO. _ Ct �� c A�U -7--2 57 2`5 C T-3
SEPTIC TANK CAPACITY fanz (�A
LEACHING FACILITY: (type) 13
(sine)
NO.OF BEDROOMS
BUILDER OR OWNER Lr, �—L/oT
PERMITDATE: -7 - I.ti - �/� 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
No. w Fee__Z)_0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MAS ACHUSETTS Yes
01ppCication for 3igpogal *raem -Cootruction J)ermit
Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) Ll Complete System O Individual Components
Location Address or Lot No. %. Owner's Name,Address and Tel.No.
Assessor's Map/Parcel /` /
6
Installer's Name,Address,I1 ftbNbANCO Designer's Name,Address and Tel.No.
3,500 Main Street
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 :3(a gallons per day. Calculated daily flow 3.3 c gallons.
Plan Date Number of sheets Revision Date
Title:
Size of Septic Tank fdoo Type of S.A.S. L /9
Description of Soil ,Sivrte�
' Nature of Repairs or Alterations(Answer when applicable) TU
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 by this Board of alth.
M,.
''Signed ! � Date
Application Approved by Date " '
Application Disapproved for the following reasons
Permit No. Date Issued " ..*
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( Upgraded( )
Abandoned( )by e*4 A)&0
at 50 Ald / V J2,19. has been constructed in accordance
with the provisions of Title 5 an the for bisposal System Construction Permit No. dated�' �.J� ✓
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date '9 Inspector \
J
No. ..-
- Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION . BARNSTABLES MASSACHUSETTS
Mioogal *pgtem Cou.5truction Permit
Permission is hereby granted to Construct( )Repair( ./fUpgrad ( )Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this it.
o
Date: � •� Approved by �
r
10/9/97
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
E
CERTIFICATION OF SKETCH AND APPLICATION FOR A
DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT
ENGINEERED PLANS)
I J L.) Cq AVLov. 1 , hereby certify that the application for disposal works
construction permit signed by me dated '7- /y- 4 , concerning the
n� F
property located at Qd /i l'a!2 k meets all of the
following criteria:
v • There are no wetlands located within 100 feet of the proposed leaching facility
-�• There are no private wells within 150 feet of the proposed septic system
✓ • There is no increase in flow and/or change in use proposed
ere are no variances requested or needed.
• If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the
proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation.
Please complete the following: q
A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) qQ
B)Observed Groundwater Table Elevation(according to Health Division well map)cA 0
SIGNED: V DATE: 7—
LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER
[Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan,
this plan should be submitted].
q:health folder:cert
a
SEPTIC -SYSTEM DESIGN
F gff
. BsD S AT ... G AL/DAY/BED � a GAL/DAY
SpP?'IC T K.
GALIDAY x 2 OAFS GAL
USE . CALLON SKPT IC TANK
LEACHING ARZA.'
USE S INFILTRATORS_ MAXIMIZER CHAHRERS
WITH r OF STONE ALL ARWND if x Z DEEP)
• + r� 2 -x 2 = SJP (.74) _ GAL/DAY
B02SIDS .AREA. (30 -
1'Q ARZA.• 3LT x If _ 330Sp (74) .. 4 GAL/DAY
CAPACJTY = 365 CALIDAY