HomeMy WebLinkAbout0466 LINCOLN ROAD EXTENSION - Health 1466�,Lincoln.Road Extension
Hyannis -
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THE
Town of Barnstable
BARN SUABLE,
MASS.
i63q. Regulatory Services Department
�0
ATfD MA'l A
Public Health Division
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
February 12, 2007
Jaun Martinez
466 Lincoln Road Extension
Hyannis, MA 02601
Dear Jaun,
The Town of Barnstable Public Health Division Office received a complaint regarding
your property located at 466 Lincoln Road Extension, Hyannis. The complaint included
allegations regarding the overcrowding of occupants and vehicles, as well as there being
occupants living in the basement.
Health Inspector for the Town of Barnstable, Timothy O'Connell, has been to said
property on three different occasions since December 29, 2006 as a result of numerous
complaints of overcrowding.
Please telephone me at(508) 862 4644 to schedule a date and time for an inspection of
the interior of this dwelling.
Sincerely,
Thomas A. McKean
Director of Public Health
q:\boh complaint ltrs\466 lincoln road extension.doc Certified Mail#7006 0810 0000 3524 8356
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Town of Barnstable
F ZHE 1p�
y tio� Regulatory Services
MB Thomas F. Geiler,Director
BAM116,39MAS3. •• Public Health Division
TFD MA'S A
Thomas McKean,Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
July 6, 2006
Mr. Juan Martinez
466 Lincoln Road Ext
Hyannis, MA 02601
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5
The septic system owned by you located 466 Lincoln Road Ext.,Hyannis,MA,was last
inspected on June 21st 2006, by, Sean M. Jones, certified septic inspector for the State of
Massachusetts.
The inspection of your septic system showed that your.system has "Failed"under the
guidelines of 1995 TITLE 5 (3-1 Of CMR 15:00) due to the following:
At time of inspection S.A.S. was full of water above the inlet pipe resulting in a
failing inspection.
You have 2 years from the date of the system failure to bring the system into compliance.
If there are any questions about this reminder,please feel free to contact the Barnstable
Health Department.
5BARNSTABLE HE TH DEPARTMENT
Thomas A. McKean, R.S., C.H.O.
Agent of the Board of Health
I
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: 466 Lincoln Rd.East.Hyannis Ma.02601
Owners Name:Juan Martinez
Owners Address: 466 Lincoln Rd.Ext.Hyannis Ma.02601
Date of Inspection:6/21/2006
Name of Inspector(please print)Sean M.Jones s
Company Name:S.M.Jones Title V Septic Inspectors
Mailing Address:74 Beldan Ln. -2=
Centerville Ma.02632
Telephone Number:508-778-4597
CERTIFICATION STATEMENT :
I certify that I have personally inspected the sewage disposal system at this address and that the information reMorted
below is true,accurate and complete as of the time of the inspection.The inspection was performed b ed on my-$i
training and experience in the proper function and maintenance of on site sewage disposal systems.I a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system:
Passes .
Conditionally Passes
Needs further evaluation by the Local Approving Authority
X Fails
Inspectors Signature Date: l
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:Septic system fails inspection because the S.A.S. is hydraulically overloaded.
Although the system is only 4 years old, records indicate that the water usage is averaging 444
gallons per day.
****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.
Page 1
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OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(CONTINUED)
Property Address: 466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
Inspection Summary:Check A,%C,D or E/ALWAYS complete all of Section D
A. System Passes:N/A
I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below.
Comments:
B.System Conditionally Passes:N/A
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 the 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 structurally sound,not leaking and if a Certificate of Compliance
Indicating that the tank is less than 20 years old is available.
ND explain:
3
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:
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(cowwuD)
Property Address: 466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
C.Further Evaluation is required by the Board of Health:N/A
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 310CMR 15303(1)(b)that the
System functioning in a manner that protects the public health,safety and the environment:
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a
Surface water supplyor 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 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:
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION lcorrrmmm
Property Address: 466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection: 6/21/2006
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for ILI 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 cesspool or privy is within Zone 1 of a public well.
X Any portion of cesspool or privy is within 50 feet of a private water supply well.
X Any portion of 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 pp,provided that no other failure criteria
are triggered.A copy of the analysis must be attached to this form.]
_X_ (Yes/No)The system fails.I have determined that one or more of the above 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 gpd to 15,000
gpd•
You must indicate either"yes"or"no"to each of the following:
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 drinldng water supply
the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped
Zone H of a public water supply well
If you 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 udder section D shall upgrade the system in accordance with 310
CM 15.304.The system owner should contact the appropriate regional office of the Department.
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address:466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
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 system components pumped out in the previous two weeks?
_X_ Has the system received normal flows in the previous two week period?
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 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 tee,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 J
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)]
I
f
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address:466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design):_3_ Number of bedrooms(actual):_?^
DESIGN flow based on 310 CMR 15.203(for example): 110 gpd x#of bedrooms):__330 GPD_
Number of current residents:—?—
Does residence have a garbage grinder(yes or no):—No
Is laundry on a separate sewage system(yes or no)::No [if yes separate report 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): 4/05-4/06=162000 oallons=444 Qad
Sump pump(yes or no): No
Last date of occupancy/use: Current
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:
Was system pumped as part of the inspection(yes or no): No
If yes,volume pumped: gallons—How was this quantity pumped determined?
Reason for pumping:
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)
Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be
Obtained from the 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: 2002
Were sewerage odors detected when arriving at the site(yes or no): No
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:.Juan Martinez
Date of Inspection:6/21/2006
BUELDING SEWER(locate on site plan)
Depth below grade:
Materials of construction: cast iron 40 PVC other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK:,_,,,,,X_(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass__polyethylene
other(explain)
If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of.
certificate)
Dimensions: 1500 Gallons
Sludge depth: I
Distance from top of sludge to bottom of outlet tee or baffle:
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:
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.):
Septic tM*was not excavated because S.A.S.was full resulting in a failure.
GREASE TRAP: N/A (locate on site plan)
Depth below grader
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.):
f
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:466 Lincoln.Rd.Ext.Hyannis Ma,02601
Owner:Juan Martinez
Date of Inspection: 6/21/2006
TIGHT or HOLDING TANK: NIA (tank must be pumped at time of inspectionxlocate 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:_R_(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.):
Distribution box was not excavated because S.A.S.was full fesulting in a failure
PUMP CHAMBER NN/A_(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.):
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006 f
SOIL ABSORPTION SYSTEM(SAS)`X - (locate on site plan,excavation not required)
If SAS not located explain why:
Type
Leaching pits.Number:
_X_Leaching chambers,number,-
2-Leaching galleries,number:
Leaching trenches,number,length:
leaching fields,number,dimensions:
overflow cesspool,number:
innovative/altertutave system Type/name of technology:
Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
At time of insMetion S.A.S.was full of water above the inlet pipe resulting_in a failing inspection.
CESSPOOLS: N/A (cesspools 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):
Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
PRIVY: N/A (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.):
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:466 Lincoln Rd.Ext.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water feet
Please indicate(check)methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain:
Checked with local excavators,installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Groundwater was not determined.
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued).
Property Address:466 Lincoln Rd.East.Hyannis Ma.02601
Owner:Juan Martinez
Date of Inspection:6/21/2006
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal.system including ties to at least two permanent referencelandmarks or
Benchmarks.Locate all wells within 100 feet.Locate where water supply enters the building
FRONT OF HOUSE
A B
TANK
A-1=40'6"
B-1=10'6"
D-BOX y 1
A-2=34'6" 0
2
8-2=22'6"
S.A.S.
A-3=44'
B-3=26' Q
3
Town of Barnstable
�` ► Regulatory Services
tvrnss.
Thomas F. Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
May 19, 2006
Jaun Martinez
466 Lincoln Road EXT
Hyannis, MA. 02601
NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.000 THE STATE
ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE
SUBSURFACE DISPOSAL OF SANITARY SEWAGE
The property owned by you located at 466 Lincoln Road EXT, Hyannis was visited by Donald
Desmarais RS, Health Inspector on May 19, 2006 in response to a complaint of overcrowding.
Four bedrooms were observed. Two upstairs and two in the basement.
The following is a violation of the State Environmental Code:
232-5: Maximum allowable wastewater discharge: A . Within zones of contribution to
existing and proposed public supply wells, the maximum allowable wastewater discharge from
new individual on-site sewage disposal systems shall not exceed 330 gallons per acre per day.
On August 9, 2002 Septic permit 2002-344 was issued for 1 bedroom. You may have no more
than one bedroom total at said location.
You are directed to correct the violation listed above within thirty (30) days of your receipt
of this notice. You are ordered to correct the violation by eliminating the three extra
bedrooms so that a total of only one bedroom is present at said location. The Town of
Barnstable Health Department has a policy to eliminate the privacy of being considered a
bedroom by installing a minimum five (5) foot cased opening with no doors, and no beds or
people sleeping are allowed in the room. You are required to obtain a building permit to
accommodate this order. Please call Health Inspector Donald Desmarais, RS to schedule
an inspection of the property when the three extra bedrooms have been eliminated at (508)
862-4740.
You may request a hearing before the Board of Health if written petition requesting same is
received within ten(10) days after the date the order is served.
Non-compliance will result in a fine of$100.00 per violation. Each day's failure to comply with
an order shall constitute a separate violation.
QA0rder letters\Sewage violations\33 Emily Way.doc
PER ORDER OF T. E BOARD OF HEALTH
c dean, R.S.CHO
Director of Public Health
Town of Barnstable
Cc: Building Dept.
QA0rder letters\Sewage violations\33 Emily Way.doc
r-Doc:680, 970-lad-157-2002 _12:182
BARNSTABLE LAND COURT REGISTRY
DEED RE TRI TION
WHEREAS, JANET B. BUSH of Barnstable (Hyannis), Barnstable County,
Massachusetts, is the owner of Lot 26, 466 Lincoln Road Extension, Barnstable (Hyannis),
Barnstable County, Massachusetts, (hereinafter referred to as Lot 26) and being shown on Land
Court Plan 27108-A(Sheet 1);
WHEREAS, Janet B. Bush as the owner of said lot has agreed with the Town of
Barnstable Board of Health to a restriction as to the number of bedrooms which can be included
at this property as a pre-condition to obtaining a building permit for this property;
WHEREAS, the Town of Barnstable Board of Health as a pre-condition to authorizing
the issuance of a building permit for the construction of a single family home on this lot is
requiring that the agreement for the restriction on the number of bedrooms in any house
constructed on the lot be put on record with the Barnstable Registry District by recording this
document.
NOW THEREFORE, Janet B. Bush does hereby place the following restriction on her
above referenced land in accordance with her agreement with the Town of Barnstable Board of
Health, which restriction shall run with the land and be binding upon all successors in title:
1. Lot 26 may have constructed upon this property a house containing no more than one
(1) bedroom.
2. Janet B. Bush agrees that this shall be a permanent deed restriction affecting Lot 26
located at 466 Lincoln Road Extension, Hyannis, Massachusetts and being shown on
Land Court Plan 27108-A (Sheet 1).
For title, see Certificate of Title No. 82268.
EXECUTED AS A SEALED INSTRUMENT this 7Z%-day of August, 2002.
Janet B. Bush
COMMONWEALTH OF MASSA' HUSETTS
Barnstable, ss: August ? , 2002
Then personally appeared the above named Janet B. Bush and acknowledged the
foregoing instrument to be her free act and deed, bef e-,�
My Commission Expires: Notary Public
Ccn:!d �'snd--rscn
my C,:m, �_:_r• E(piras
26, "003
• Doc:880.970_08-Q17-24b02=_12 z 02
{BARN$TABLE-LAND-COURT-REGISTRY`
DEED RE TRI TION
WHEREAS, JANET B. BUSH of Barnstable (Hyannis), Barnstable County,
Massachusetts, is the owner of Lot 26, 466 Lincoln Road Extension, Barnstable (Hyannis),
Barnstable County, Massachusetts, (hereinafter referred to as Lot 26) and being shown on Land
Court Plan 27108-A (Sheet 1);
WHEREAS, Janet B. Bush as the owner of said lot has agreed with the Town of
Barnstable Board of Health to a restriction as to the number of bedrooms which can be included
at this property as a pre-condition to obtaining a building permit for this property;
WHEREAS, the Town of Barnstable Board of Health a`s a pre-condition to authorizing
the issuance of a building permit for the construction of a single family home on this lot is
requiring that the agreement for the restriction on the number of bedrooms in any house
constructed on the lot be put on record with the Barnstable Registry District by recording this
document.
NOW THEREFORE, Janet B. Bush does hereby place the following restriction on her
above referenced land in accordance with her agreement with the Town of Barnstable Board of
Health, which restriction shall run with the land and be binding upon all successors in title:
1. Lot 26 may have constructed upon this property a house containing no more than one
(1) bedroom.
2. Janet B. Bush agrees that this shall be a permanent deed restriction affecting Lot 26
located at 466 Lincoln Road Extension, Hyannis, Massachusetts and being shown on
Land Court Plan 27108-A (Sheet 1).
For title, see Certificate of Title No. 82268.
EXECUTED AS A SEALED INSTRUMENT this - rkday of August, 2002.
II
Janet B. Bush
COMMONWEALTH OF MASSA HUSETTS
Barnstable, ss: August , 2002
Then personally appeared the above named Janet B. Bush and acknowledged the
foregoing instrument to be her free act and deed, bef e�i ,
My Commission Expires: Notary Public
Dcn_'L F -'onderscn
My G ❑, , _,. Expires
i1iz, i=3,2003
FORM 11 = SOIL EVALUATOR FORK
Page 1 of
NO.: Date: 7/10/02
COMMONWEALTH OF MASSACHUSETTS
Barnstable , Massachusetts
Performed By: Carmen E. Shay Date: 7/10/02
Witnessed By: Waiver
Location Address or#466 Lincoln Road Ext. Owners Name: Janet Bush
Hyannis,MA Address and Box 614 Hyannis,MA 02601
Lot# (Map—272,Parcel 028) Telephone Number: (508)-
New Construction : X Repair :
OFFICE REVIEW:
Published Soil Survey Available: No ❑ Yes ❑
Year Published: Publication Scale: Soil Map Unit:
Drainage Class: Soil Limitations:
Surficial Geologic Report Available: No❑ Yes❑
Year Published: Publication Scale:
Geologic Material: (Map Unit):
Landform: Glacial Outwash
Flood Insurance Rate Map:
Above 500 Year Flood Boundary: No ❑ Yes F
Within 500 Year Flood Boundary: No F 7x Yes ❑
Within 100 Year Flood Boundary: No � Yes ❑ r
Wetland Area: None
National Wetland Inventory Map (map Unit):
Wetlands Conservancy Program Map (map unit):
Current Water Resource Conditions (USGS): Month
Range: 'Above Normal ❑ Normal FX I Below Normal ❑
Other References Reviewed: USGS Topographic Map
a
DEP APPROVED FORM 12/7/95
i
FORM 11 - SOIL , EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.: #466 Lincoln Road Ext., Hyannis, MA
On -Site Review
Deep Hole Number: #1 Date: 7/10102 Time: 11:00 AM Weather: Sunny, Cool
Location (identify on site plan): Refer to Sketch
Landform: Outwash Plane
Position on Landscape (sketch on back): Refer to Sketch
Distances From:
Open Water Body N/A feet Drainage Way N/A feet
Possible Wet Area N/A feet Property Line 25' feet
Drinking Water Well N/A feet Other
DEEP OBSERVATION HOLE LOG
Depth From Soil Soil Soil Soil Other
Surface Horizon Texture Color Mottling Structure, Stones,
(inches) (USDA) (Munsel) Boulders, Consistency,
% Gravel
0" - 7" AB Sandy 10 YR 3/2 None <5% Gravel, Friable
Loam Friable
7" -46" BW Loamy 10 Y/R None <5% Gravel, Friable
Sand 5/6 Friable
46" - 84" C1 Medium 2.5 Y 6/4 None Medium Sand, 10%
Sand gravel, Loose
84" - 120" C1 Coarse 2.5 Y 7/4
Sand Medium Sand, 20%
gravel, Loose
Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered
Depth to Groundwater: Standing Water in the Hole, None Weeping From Face: None
Estimated Seasonal High Water Table 120" Assumed - No groundwater Observed
DEP APPROVED FORM 12/7/95
FORM 11 - SOIL. EVALUATOR FORM
Page 2 of . 3
Location Address or Lot No.: #466 Lincoln Road Ext., Hyannis, MA
On Site Review
Deep Hole Number: #2 Date: 7/10/02 Time: 11:00 AM Weather: Sunny. Cool
Location (identify on site plan): Refer to Sketch
Landform: Outwash Plane
Position on Landscape (sketch on back): Refer to Sketch
Distances From:
Open Water Body N/A feet Drainage Way N/A feet
Possible Wet Area N/A feet Property Line 25' feet
Drinking Water Well N/A feet Other
DEEP OBSERVATION HOLE LOG
Depth From Sail Soil Soil Soil Other
Surface Horizon Texture Color Mottling_ Structure, Stones,
(inches) (USDA) (Munsel) Boulders, Consistency,
% Gravel
0" — 7" AB Sandy 10 YR 3/2 None <5% Gravel, Friable
Loam Friable
7" —46" BW Loamy 10 Y/R None <5% Gravel, Friable
Sand 5/6 Friable
46" — 84" C1 Medium 2.5 Y 6/4 None Medium Sand, 10%
Sand gravel, Loose
84" — 120" C1 Coarse 2.5 Y 7/4
Sand Medium Sand, 20%
gravel, Loose
Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered
Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None
Estimated Seasonal High Water Table 120" Assumed - No groundwater Observed
DEP APPROVED FORM 12/7/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
• Location Address or Lot No.: #466 Lincoln Road Ext., Hyannis MA
Determination of Seasonal High Water Table
Method Used:
❑ Depth observed standing in Observation Hole: N/A inches
❑ Depth weeping from side of Observation Hole: 120 inches (assumed)
❑ Depth to Soil Mottles: None inches
❑ Groundwater Adjustment: None feet
Index Well Number: Reading Date: Index Well Level:
Adjustment Factor: Adjusted Groundwater Level: N/A
DEPTH OF NATURALLY OCCURING PERVIOUS MATERIAL:
Does at least four feet of naturally occurring pervious material exist in all areas observed
throughout the area proposed for the soil absorption system: Yes
CERTIFICATION:
I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination
approved by the Department of Environmental Protection and that the above analysis was
performed by me consistent with the required training, expertise and experience described in
310 CMR 15.017.
Signature: Date:
FORM 12 —PERCOLATION TEST
Location Address or Lot No.: #466 Lincoln Road Extension
COMMONWEALTH OF MASSACHUSETTS
Hyannis , Massachusetts
Percolation Test
Date: 7/10/02 Time: 11 :30 AM
Observation Hole #: #1
Depth of Pere 48" — 66"
Start Pre-soak 11 :49 AM
End Pre-soak 11 :53 AM
Time at 12" Would Not Hold 24 Gallon
Presoak
Time at 9
Time at 6"
Time (9-6")
Rate Min./inch < 2MPI
* Minimum of 1 percolation test must be performed in both the primary area AND reserve
area.
Performed By: Carmen E. Shay
Witnessed By: David Stanton
Comments: Would Not Hold 24 Gallon Presoak - <2 MPI
Site Passed X Site Failed
DEP APPROVED FORM 12/7/95
MOULTON
L w J ® REAL.ESTATE
Rp AND CONSTRUCTION,INC.
DIN NGROOM 64 Main St.,P:O.Box 118
10'10"x 9'4" O Ashburnham, MA 01430
� v
12'x 11' THE
-_ PORTAGE
28X36
1,008 SF
BMROOM#1 LIY NGR00
11'1"x13' 17'3'x13'
r_T.—, ,,CL11_ J i o l w l 'V
l.__I-
11]/1 M RAW BAnT
DILLON I
28 X 40
_ %W
1,120 SF
BEDRa M#I
Moulton Real Estate&Construction,Inc t1vB�
64 Main Street,PO Box 118 19 •:13'
Ashburnham,MA 01430
1-978-827-5311
T
a
O MC11EY BEDR"91
O 13'x 11'3' DDMVGBDQW BATH 131x 10,9'
13'xr8" �� a
NORTHRIDGE
-- -- oN -- 28 X 42
1,176SF
ST IR
FAMILYROOM i i LIYINGROOM �pl�CIS w j
13'x 15'4' 13'x 13'4" l
UP � Q
FOYIN 11 Q t(1 rS�40vi ' I
ARMENE. SHAY -548-0796C
ENVIRONMENTAL SERVICES, INC. P.O.Box 627,East Falmouth,MA 02536
December 13, 2002
RE: Certification of Title V Septic System Installation:
Residential Property—466 Lincoln Road Ext., Hyannis,MA
Dear Sir or Madam:
On December 11, 2002, ARCH Construction, Inc. was issued a permit to install a Title V Septic System
at 466Lincoln Road Extension, Hyannis, MA, based on a design drawn by Shay Environmental Services,
dated, July 26, 2002.
I Certify That The Septic System Referenced Was Installed Substantially According to the Plan
XX I Certify That the Referenced. Above Septic System Was Installed With Changes but in
Accordance With State and Local Regulations, Revisions or New Plans/As-Built Sketch will
Follow.
The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is
Required.
If you have any questions, please do not hesitate to call the undersigned at(508)-548-0796.
Sincerely,
CARMEN E. SHAY
ENVIRONMENTAL SERVICES,INC.
ZN OF
y.�•..
CARMEPJ
d
E.
n��ro
S .AY
Carmen E. Shay, R.S., C � o .;
President
TOWN OF BARN STABLE
�� d2 ,
1,0 ATIO N G� 7- SEW G#���
L. `� -3
VILLAGE ASSESSOR'S MAP & LOT2 ,-;?-
INSTALLER'S NAME&PHONE NO.G)26f-1 K-u S T r S^� 7'S /J 61.2
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type���S o o C/��a i4-1'P S (size) S �' /J �l
NO.OF BEDROOMS
BUILDER OR OWNER Si�'r/f �E ✓h 04% T
PERMITDATE: OZO 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
a � a
a �
ry o
n � c
No. -,-Ud 2
4 COMMONWEA ,T,14 ®F MASSAC14USETTS
Board of Health,, MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to ConstrucX Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components
Location AAAe L ✓ `` Owner's Name ,
Map/Parcel# �j Address &.2 to , e
Lot# .*Q Telephone# l
Installer's Name Grp 6 j Designer's Name
Address Address
1 O
Telephone# 'd `-7 7 S` / 3 6 `� Telephone#
Type of Building - F{1 �'\ Lot Size f ® �Co sq.ft.
Dwelling-No.of Bedrooms nm , — Ili et n Garbage grinder A/6
Other-Type of Building �j"1�4 No.of persons_ _Showers ( Cafeteria (0()
Other Fixtures L-�SC' �Sk AS\A
'•spa .�
Design Flow (min.required) l 3J gpd Calculated design flow Design flow provided y s gpd
Plan: Date C.A Number of sheets 1 Revision Date
Title o �CT6.' � jS �tw�
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator ate of EvaluationCQ
DESCRIPTION OF REPAIRS OR ALTERATIONS C)nia-C�,
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a s to not to plac a syste erati n til a Certificate of Comp' nce h be`enn issued by the Board of Health.
Si Date
Inspections
No ( � )_ 7 C/C/ -�' t 1` ., FEE
COMMONWEALTH OF MASSAC14USETTS
t Board of Health, V-",I C\c,' r, MA.
APPLICATION FOP, DIISPOSAL,j$/YSTEM/CONSTPUCTION PERMIT
Application for a Permit to Construct Repair( Upgrade(/i);Abandon( t) r Xomplete System ❑Individual Components
Location 4W L)nr
c+ !A� r l Own' s Name
Map/Parcel#
Lot# � Telephone# `� J
Installer's Name R e/1 �. �,j Designer's Name �+
Address Address bG (,A `�, v �A oDsN'
Telephone# S"d "7 7 S / 6 Telephone#
Type of Building C'\P CI�/C�,e Lot Size 0, 1C DO sq.ft.
-. Dwelling-No.of Bedrooms PPlP.1 F l --^ C'�e<,i G t 1 Garbage grinder
.. J
y!t Other'-Type of Building P. h 10 No.of persons Showers (Cafeteria (�
.Other Fixtures , e C;41o� ��t��'C �Ca�9S1(�C�dl ►
Design Flow (min.required) gpd Calculated design flow D Design flow provided gpd
gpd
Plan: Date �1�� � Number of sheets Revision Date
Title i` Ct J6 C 1;-::�p D�l f sc,.SA¢n;�` , nvaC��c cx� (1CG lrr �t
Description of Soil(s)
a
% Soil Evaluator Form No. 1 `Z �� Name of Soil Evaluator _'PQM :I: YDate of Evaluation I ��o3
'DESCRIPTION OF REPAIRS OR ALTERATIONS
r
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to P Y p lace the s stem.in o era -until a Certificate of Compliance has'been issued by the Board of Health.
Sigp ate �7� > �oZ-�/' a�ee _ D
�� 1 //-
Inspections
r
No. aUO2 - 3N� OF
FEE
Board of Health, Ida r n.S-�ble MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) XComplete System
The undersigned hecertiyt Yr at the Sewage Disposal System; Constructed l Repaired ( ),Upgraded ( .),Abandoned ( )
by: I`V e ''/-
at y6k L Aturn R le P,)7 ^
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. 200)'3yy , dated 9 02 Approved Design Flow (gpd)
!Installer • k
Designer: Inspector: A114 , Date:•
t
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. 0o i _3yy FEE U
COMMONWEALTH Of MASSAC14USETTS
Board of Health, sc rA b e MA.
T
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to;,Construct g } Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at L� t;/i(d'n 17K�Ps)-hu as described in the application for
Disposal System Construction Permit No. UU �3� dated ()a.
Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date I y z Board of Health "
c7
TOWN OF B STABLE
LOCATIO N G� � T SEWAGE #ac 3`�7
VII,LAGE 1����/a✓ ASSESSOR'S MAP & LOT27o2-2
INSTAL'LER'S'NAME&PHONE NOAlZe H 3 r r —v 7 s 1<36,2
SEPTIC TANK CAPACITY l _S b d
LEACHING FACILITY: (type �� �o oC/'A (size)NO.OF BEDROOMS
BUILDER OR"OWNER 57 �vF �E ✓�i �e�y f
PERMITDATE: � D. 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
f 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
c
/V6T �"
. Li„� c o%✓ G�� �X i
7 7- ------ ---
2006
W
4;
ALL OUTLET PIPES FROM THE x
0
G. SYSTEM DISTRIBUTION Box SMALL BE Li
PROFIL CONC*EIE COVER 0
10 min. from E��'VIE W OF cLEACHIN SET LEVEL FOR AT LEAST 2 FT, iz, 0
>, 0
to septic to *NOTE. AL P.V.C.
[hou Z SITE 1'r
Se L PIPES ARE TO BE 4 SCHEDULE
Cy 0�
Existing Foundation Septic lank covers nwst be u
3 - S*OUTLET n.
within 6 in. of finished grade 3
25 Grodo D-80. 99-00 --orode over SAS 99. 3-,of IlIr 1/2'Washed Peasions KNOCKOUTS C ca
aroft over Septic Tank C -
//N 3/4 to Ir 1/2 Washed CnAh0stone T 0 0
12' INLET ci J U
"now .OUTLETL
41
0.02 0 3 HOLE M-20 3. Top of SAS Elev. -96,75 Zs
DIST. BOX moxilnum cover 2
t to Scole
S-O�ol 0
To* NEW
NEW PIPE 1500 GAL. S- 0.010, Per foot 4* SCH. 40 It
SEPTIC TANK' EfftctWe DepthCROSS-SECTION
L PLAN SECTION
FROM FOUNDA,M H-10, C14 7r' -E3 C3 cm L
wa. E3 M
to 0
T 0) C3 C3 C-3 0 C3 C:) C:) C 75
CONCRETE FULL FOUWA 46 �(' 0 U
......... EM C3__/-\- -
3 HOLE H-10 DISTRIBUTION BOX 1?0 X C
4 46
6 in-of 3/4'-1 1/2' V 2 Units @ 8.5' 17' C1
\A_ 0
SYSTEM PROFILE can, NOT TO SCALE 1, . i
pocttd stone 3 7-
C LOCUS MAP
Not to Scale Eff*ctiv* Width
>. 4
.9 5' STRIPOUT ALL AROUND
6 in.o25
f 3/4 -1 1/2 TO ELEV. 95,00 Effective f ective Length
compacted stone
ca GENERAL "NOTES
SOIL ABSORPTION SYSTEM (SAS)
Bottom of Test Hole 1 Eev.- 89-05 1, Contractor is responsible for Digsofe notification
Note: Remove soil down to et: 95.00 & replace with Note: Certification of Fill Material Required. L------
clean coarse sand w/perc- rote less than or Before and After Placement by Selve Analyses 5,0 0, C LEACHING UNITS \46CjINIS PRECAST and protection of all underground utilities and pipes.
or equal to 2 min-/in before & after placement Per 310 CMIR 15.255(3) 2. The septic.tonk and distribution box sholl be set
level on 6 of 3/4* 1/2" stone.
1 Bockfill should be.clean sand or grovel with no
stones over 3" in size.
Note: Remove soil down to el., 95-00 & replace with 4. This system is Subject to inspection during installation
clean coarse sand w/perc. rate less than or by Cormen E. Shay - Environmental Services, Inc,
3-24" IXAM- ACCESS MANHOLES
or equal to 2 min./in. before & after placement 5. The contractor sholl install this system in accordance
to -6, with Title V of the Massachusetts state code, the approved pion
(5 FOOT STRIPOUT ALL AROUND AS SHOWN)
and Local Regulations.
S 13d 41 00 W 6. If,I during installation the contractor encounters,any
PA
soil conditions or site conditions that ore different
40 75.00'
from those shown on the soil log or it) our design
installation must halt & immediate notification be
-OUT ET TEST HOLE #2
INLET f- made to Carmen E. Shay - Environmental Services, Inc.
r&ET
OELEV.= 99.12
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT 7. No vehicle or heavy machinery sholl drive over the
e
• SHALL BE RAISED TO WITHIN 6" OF septic system unless noted as H-20 septic compon nts.
-Tite gas baffles or equals on all outlet tee ends.
FINISHED GRADE. 8. Install Tuf
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-1)TE GAS BAFFLES OR EQUALS 45.94' 9. All Distribution Lines sholl be 4" diameter Schedule 40 NSF PVC pipes.
ON ALL OUTLET TEE ENDS
PLAN VIEW 10. All solid piping, tees & fittings shall be 4" diameter
3-24*REMOVABLE COVERS Schedule 40 NSF PVC pipes with water tight joints-
LOT #26
O 11. Municipal Water is Connected to The Residence and Abutting
10,500 Square Feet
A f, i�.:_ Properties Within 150 Feet,
4
min. clearance
r
8 to outlet
INLET--J� k"t OUTLET
INLE' I ]-T,,Wd-k-,4 I r, T -Existing _ _ _ 99
10'fflift, 14" 1 1�
99 - - - - - - "4 T7ec_V
:.5' -7- THE PROPERTY LINES ARE APPROXIMATE AND
TEST HOLE #1 BY
4*-0' rnin. COMPILED FROM THE SURVEY PLAN GENERATED
El f.5,
so aw" Liquid depth ELEV-= 99 05 BEARSE & LAW, SURVEYORS. OF OSTERVILLE, MA
C) ENTITLED " PLAN OF LAND IN BARNSTABLE, MA
C; DATED APRIL 11, 1963, LC 27108 A (SHEET 1)
EXI$TING I -
AND IS NOT INTENDED TO BE A SURVEY PLOT�PLAN
too FOUNDATION FOR
IT SHOULD BE USED FOR NO. PURPOSE OTHER THAN
CROSS SECTION END SECTION DWELLING LOT #25 THE SEPTIC SYSTEM INSTALLATION.
LOT #27
#466
TYPICAL 1500 GALLON H-1 0 SEPTIC TAN K
NOT TO SCALE
20.65* LEGEND
1500 gal:_ 106,
Septic -Tank
2? DENOTES PROPOSED
PERCOLATION TEST
44 D� A 0 0 44 SPOT GRADE
DENOTES EXISTING
Date of Percolation Test: JULY 10, 2002
X 104.46
Test Performed By CARMEN E. SHAY, R.S., C.S.E. SPOT GRADE
I I . ,I . I I
Results Witnessed By. DAVID STANTON Barnstable B.O.H.),
C EACHIN
Excavator: Roberts Septic Services
2 AREA PL
PROPERTY LINE
Percolation Rate: Less Than 2 MPI rrl
6f
O 32 PROPOSED 'CONTOUR
RESERVE 97- -97 EXISTING CONTOUR
AREA vj
Test Hole Test Hole
No. 1 No. 2 (.b
DEEP TEST HOLE
DEPTH SOILS ELEV. DEPTH SOILS I ELE V_ too_ T4;- - - - - - - - - - -- -- - -100 PERCOLATION TEST LOCATION
0 99,05 0 99.12
Sandy Loom Sandy Loom
n `75 • 6 FOOT STOCKADE FENCE
to YR 3/2 to YR 3/2
N 13d 41' 00" E
0'-7- A, 98.75 0 7 A. 98-87
loamy Loomy
Sand Sand
REV.: Revised Septic System design per installotion on 12 11/02
10 Y 5/6 10 Y 5/6
46- Be 95_15� 7"- 46" Be 95.27
77
coorse Coarse
r Sand Sand -,L_T2V C-7 0-,L 2V 0,4 -Z)P -jE7-X _E72VS7_T02V P IOT P IAN
2.5 y 6/4
2-5 Y 6/4
46"-84" C, 92-05 46'-84" C, 92�171
OF PROPOSED SEPTIC SYSTEM UPGRADE
Coarse Coarse (50 FOOT RIGHT OF WAY)
PREPARED FOR
Sand Sand
2,5 Y 7/4 2.5 y 7/4
8905 84"-120" C2 89.12 Perc #1
84'-120' C, 48" to 66" STEVEN GEMBORYS
Depth to Perc:
Perc Rate= Less Tho 2 MPI
AT
Groundwater Not Observed
466 LINCOLN ROAD EXTENSION
No Observed ESHWT
None
ADJUSTED H2O E4ev.
HYANNIS MA
PROJECT BENCH MARK A A I
Design Calculations
T IN ROAD •
PK NAIL SE
PREPARED BY.
v y
V. 100.00 (Assurned)
Number of Bedrooms: 1 Equivalent to 110 GoL/Doy (330 Gol./Doy Min. per Title V)
Garbage Grinder: No .ARM.�'N E. SffA� Y
.Leaching Capacity Proposed: 330 Got. Da Minimum (Min. Per Title V)
NOTE: DEED RESTRICTION REQUIRED TO ONE BEDROOM SITE IS WITHIN ZONE 11 SHP, ENVIRONMENTAL SERVICES, INC.
Septic Tank 3 x 330 Gal./Day = 660 USE 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of <2 min,/inch
P.O. BOX, 627
Bottom Area. 0.74 gol/sq. ft. x 325sq. ft. = 240.50 gallons ASSESSORS MAP 272 PARCEL 28 CIST
Sidewoll Area: 0.74 goL/sq. ft. x 152 sq. ft, = 112.50 gallons 0 20 40 50 EAST FALMOUTH, IVIA, 02536
508-548-0796
Providing: 353 gallons ZONING R-20 TEL/FAX
L 0 C C3 x 0 U
ALL
�TD '-T'
SE 14
U
Tn1T 40T
H
1 0
FLOOD ZONE C
Use: (2) PRECAST 500-C�UNITS, HAVING A 2' EFFECTIVE DEPTH, SCALE: 1 "=20' DRAWN BY: CES DATE: JULY 26, 2002
BE USED WITH 4' OF,WASHED STONE ON THE SIDES AND 200' RADIUS,
1 OF 1
ERE ARE NO,,WETLANDS-LOCATED WITHIN 'A SD334PP.DWG SHEET
FILENAME.
4' OF WASHED STONE ON THE ENDS- OF,THE PROPERTY, SCALE. 1 7=20' PROJECT#SD33 4
THERE,