HomeMy WebLinkAbout0158 MELBOURNE ROAD - Health EHyannis elbourne Road
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COMMONWEALTH OF MASSACHUSET'CS F I COPY
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
RECEIVED
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MAY 12 2003
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TOWN OF BARNSTABLE
HEALTH DEPT.
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL, SYSTEM FORM
PART A
CERTIFICATION
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner's Name: CANNATELLI
Owner's Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Date of Inspection: 4/16/03
Name of Inspector: (please print) JOHN GRACI,INC.
Company Name: SEPTIC INSPECTIONS
Mailing Address: P.O. BOX 2119 TEATICKET,MA.02536
Telephone Number: 508-564-6813 FAX 508-564-7270
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is
true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and
disposal systems. I am a DEP approved system
experience in the proper function and maintenance of on site sewagep y PP Y
inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
X Passes
_ Conditionall P ses
_ Needs Furt r aluation by the Local Approving Authority
Fails
Inspector's Signature: k '' ---Date: 4/16/03
The system inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP)within
30 days of completing this inspecti n. 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.
,f t
Notes and Comments
} SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO
PROLONG THE SYSTEM'S USEFUL LIFE. It r '
****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 tncnPrtinn Fnrm All 5000() 1
,Page 2 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310
CMR 15.304 exist.Any failure criteria not evaluated are indicated below.
Comments:
SYSTEM PASSED TITLE V INSPECTION.RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS
TO PROLONG THE SYSTEM'S USEFUL LIFE.
B. System Conditionally Passes:
_ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,
upon completion of the replacement or repair,as approved by the Board of Health,will pass.
Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain.
n/a The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits
substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced
with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating
that the tank is less than 20 years old is available.
ND explain: n/a
n/a 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: n/a
n/a 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: n/a
,Page 3 of 11
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
C. Further Evaluation is Required by the Board of Health:
_ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to
protect public health,safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is
not functioning in a manner which will protect public health,safety and the environment:
_ Cesspool or privy is within 50 feet of a surface water
_ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the
system is functioning in a manner that protects the public health,safety and environment:
_ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water
supply or tributary to a surface water supply.
_ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply.
_ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water
supply well". Method used to determine distance n/a
"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:
n/a
Page 4 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all-inspections:
Yes No
X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged
SAS or cesspool
X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool
X Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h 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 nLa.
X Any portion of the SAS, cesspool or privy is below high ground water elevation.
X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
X Any portion of a cesspool or privy is within a Zone 1 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. [This system passes if the well water analysis,performed at a DEP
certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free
from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be
attached to this form.]
NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in
310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E. Large 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
_ 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 II of a public water supply well
If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered
"yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat
under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner
should contact the appropriate regional office of the Department.
A
.Page 5 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
Check if the following have been done.You must indicate "yes" or"no"as to each of the following:
Yes No
X _ Pumping information was provided by the owner,occupant,or Board of Health
X Were any of the system components pumped out in the previous two weeks?
X _ Has the system received normal flows in the previous two week period?
X Have large volumes of water been introduced to the system recently or as part of this inspection?
X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A)
X _ Was the facility or dwelling inspected for signs of sewage back up?
X _ Was the site inspected for signs of break out?
X _ Were all system components,excluding the SAS,located on site?
X _ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the
baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum?
X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance
of subsurface sewage disposal systems?
The size and location of the Soil Absorption System(SAS)on the site has been determined based on:
Yes no
X _ Existing information. For example,a plan at the Board of Health.
X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is
unacceptable) [310 CMR 15.302(3)(b)]
5
Page 6 bf 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 2 Number of bedrooms(actual): 2
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):220
Number of current residents: 4
Does residence have a garbage grinder(yes or no):NO
Is laundry on a separate sewage system(yes or no):NO [if yes separate inspection required]
Laundry system inspected(yes or no): NO
Seasonal use: (yes or no): NO
Water meter readings, if available(last 2 years usage(gpd)): mis- ®\
Sump pump(yes or no): NO
Last date of occupancy: n/a a v\0Sj�� �
COMMERCIALANDUSTRIAL
Type of establishment: n/a
Design flow(based on 310 CMR 15.203): n/agpd
Basis of design flow(seats/persons/sgft,etc.): 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: n/a
Last date of occupancy/use: n/a
OTHER(describe): n/a
GENERAL INFORMATION
Pumping Records
Source of information: n/a
Was system pumped as part of the inspection(yes or no): NO
If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a
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)
_Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from
system owner)
_Tight tank Attach a copy of the DEP approval
Other(describe): n/a
Approximate age of all components,date installed(if known)and source of information:
2 1/2 YEARS BY OWNER
Were sewage odors detected when arriving at the site(yes or no): NO
F
Page 7 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
BUILDING SEWER(locate on site plan)
Depth below grade: 18"
Materials of construction:_cast iron X40 PVC_other(explain): n/a
Distance from private water supply well or suction line: n/a
Comments(on condition of joints,venting,evidence of leakage,etc.):
TOWN WATER
SEPTIC TANK: X(locate on site plan)
Depth below grade: 12"
Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a
If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no):NO(attach a copy of certificate)
Dimensions: 1500 GALLONS6
Sludge depth: 3"
Distance from top of sludge to bottom of outlet tee or baffle: 31"
Scum thickness:3"
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: 15"
How were dimensions determined: MEASURED
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 TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.
RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL
LIFE.
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(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related
to outlet invert,evidence of leakage,etc.):
n/a
7
Page 8'of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
TIGHT or HOLDING TANK: (tank must be pumped 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(yes or no): N/A
Alarm level: N/A Alarm in working order(yes or no):NO
Date of last pumping: n/a
Comments(condition of alarm and float switches,etc.):
n/a
DISTRIBUTION BOX:X(if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE
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.):
D-BOX WAS VIDEO INSPECTED AND APPEARS TO BE 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
R
Page 9'of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required)
If SAS not located explain why:
n/a
Type
n/a leaching pits, number: n/a
500 GALLON CHAMBERS leaching chambers, number: 1
n/a leaching galleries, number: n/a
n/a leaching trenches, number, length: n/a
n/a leaching fields, number: n/a
n/a overflow cesspool, number: n/a
n/a innovative/alternative system
Type/name of technology: n/a
Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.):
CHAMBER IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.SYSTEM SHOWS NO SIGNS OF
FAILURE. STAIN LINES INDICATELIT HAS NEVER HAD MORE THAN 3" OF LIQUID IN IT, IT HAD 3" OF
LIQUID IN IT AT TIME OF INSPECTION.BOTTOM IS AT 5 FT.
CESSPOOLS: (cesspool must be pumped as part of inspection)(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
Dimensions of cesspool: n/a
Materials of construction: n/a
Indication of groundwater inflow(yes or no):NO
Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.):
n/a
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
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: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
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.
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Page I1 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 158 MELBOURNE RD.HYANNIS,MA 02601
Owner: CANNATELLI
Date of Inspection: 4/16/03
SITE EXAM
_Slope
_Surface water
_Check cellar
Shallow wells
Estimated depth to ground water 10+feet
Please indicate(check)all methods used to determine the high ground water elevation:
NO Obtained from systt rn design plans on record-If checked,date of design plan reviewed: n/a
YES Observed site(abutting property/observation hole within 150 feet of SAS)
NO Checked with local Board of Health-explain: n/a
NO Checked with local excavators,installers-(attach documentation)
NO Accessed USGS database-explain: n/a
You must describe how you established the high ground water elevation:
HAND AUGER- 10+FT.
TOWN OF BARNSTABLE
OF THE TO
OFFICE OF
i BAB39TAEM : BOARD O F HEALTH
NAB B. pj
�p i639. `0Q+ 367 MAIN STREET.
HYANNIS, MASS.02601
November 29, 1999
Sarah OJala
Down Cape Engineering, Inc.
939 Main Street
Yarmouthport, MA 02675
RE: 158 Melbourne Road, Hyannis
Dear Mrs. OJala:
You are granted a variance on behalf of your client Tim Pearson, from 310 CMR 15.214,
restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone
II districts. You are granted permission to construct an onsite sewage disposal system at
158 Melbourne Road, Hyannis, with the following conditions:
(1) No more than two (2) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar-type rooms are considered
"bedrooms" according to the Massachusetts Department of Environmental
Protection.
(2) The applicant shall submit house plans to the Board of Health. Every, room
in the proposed dwelling shall be labeled indicating it's proposed use.
(3) The applicant shall record a properly-worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to two (2)
bedrooms. The deed restriction shall be signed by the property owner. A
copy of the recorded deed restriction shall be submitted to the Board of Health
rE for to obtaining a disposal works construction permit.
(4) The designing engineer and the property owner shall review the proposed
site/septic system plans to determine whether or not more than one
leaching chamber should be constructed at the property. It was recommended
by the Board of Health that at least two chambers should be constructed.
sarah3
This variance is granted because it is the Board's policy to grant applicants approvals of
no more than two (2) bedrooms on lots of less than 18,000 square feet.
Sincerely yours,
Susan G. R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
sarah3
Nov-25-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P .01
t.
% �iMEt DATE: ji-
FEE; n5`
BAMIMII
REC. BY
Tati'vn of Barnstable SCRED. DATE:
Board of Health
67 Main Street, Hyannis MA 02601
Once: 5G8-740-625: Susan G.Rak,R.S.
FAX: 308-790-6304 Sunrcr Kaufman.M.S PH.
Uiph A Murphy.M.D.
VARIANCE REQUEST FORM
LOC T10N
P-opertr Address:__ l5� �E�bo'i�KE (L°st`'' t�Ys>�vr.tl5
.Assessor's Map and Parcel Number: z(o (S Size of Lot: �O� 04,0 $�
Wetlands Within 300 Ft. Yes _ Subdivision Name:
No_
Business Name, — -
APPLICANT CONTACT PERSON
Name:7trt &A —b t4 A. 1-{ALk Mtoo O Name:_ 6A2Ahk Ohs .e. /CAc 1b66,i 4-" Q'-V '
Address:IIA�2-�'�fx, �� � SAddress �-14t1�1 SC `CIA.-Q-t�±-�s-t 11-I
Phone: _ 'lfib o]3'-f Phone: -17L2-- It;741
FAX: FAX: �JLL 1gB o
VARIANCE FROM REGULATION tt_ist ties.) REASON FOR VARIANCE(May u-tsch if more spax ir:Qed)
r -
ID AMA7,f 2 62
T�c►..� y �s.z1�t NlL �oao��y- --
vt
�.1 M�az 2. 19.o 0 3 '{1¢0.1d ai i 71>oy►� _
✓1t.tl..ES� .�_ - -
F A—k iy 'ro be ComplereJ by c-b_e srcfr-person re-reiving variance request applic•anoni-
_ Four(4)copies of plan subrr fitted(inc'.u6ine septic system plans andior restaurant floor plans) j
Applicant understands that the abure-s must be notified by certified mail at least ten dr::rs Prior to meting
date a:app'.icanrs expense(for T:tle V and:'or local sewage regulation variances only)
_ Full menu submitted;for;rease trap variances only) `
_ Variance request application fee collected 0o fee rj:I:refsurd-fc&jf:u:or,rrnafvIf.gweuapvar,anu:rxwi1�*ecwre.ieaseew..}J.nrsd:l
dining 10 mpalr ruled f aiic ompowd;:
_ Variance request submitted at feast 15 days prior to meeting date t
VARIANCE APPROVED Susan G.Rask,RA.,C lima",
NOT APPROVED _. Sumner Kaufn n,h1.S.P.H.
REASON FOR USAPOVAL Ralph A.(v'�rph.,y1•J,
PR ®• C
a= \ 15 lggg
t TpµJttOfBAHNSTABIE
`. JAMV DEPT.
r
v
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cape engineering
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
November 5, 1999 Timothy H.Covell, P.L.S.
Daniel A.Ojala, P.L.S.
land court
surveys
Barnstable Board of Health
367 Main Street
site planning Hyannis,MA 02601
sewage system Re: Local variance request for#158 Melbourne Road,Hyannis
designs Proposed 2 bedroom dwelling
Assessors Map 267,Parcel 158
inspections
Dear Board Members:
permits The attached is a request for a variance from the"330 Regulation". Our client wishes
to construct a 2 bedroom dwelling on a 10,040+/.-sf lot at the above-referenced
location. The lot resides within a WP District(at the perimeter of the District)
according to the"Town of Barnstable Revised Groundwater Protection Districts",
dated September 1998. The area is served by town water and torn sewer is not
available at this time.
A variance is requested under CMR 15.214(1)to allow a 2 bedroom dwelling on this
10,040 lot. The site would be developed under CMR 15.005,"Transition Rules". No
other variances are requested. This septic system could have been constructed in
complete compliance with the 1978 Code without the need for variances. Under the
Transition Rules regulation 15.005 (3)(isolated lot),the system is designed to the
maximum extent feasible and is slated to be completed within 3 years of obtaining the
Disposal Works Permit.
On behalf of our client,we are requesting a variance from the Town regulation to
allow a 2 bedroom house on a 10,040 sf lot within a WP District. In that the area
readily supports 3 bedroom homes, we feel the addition of a two bedroom home will
not appreciably add to the nitrogen concentration in the area.
Very truly yours, t
i Arne H. O jala,PE,PLS
Down Cape Engineering, Inc.
cc: Tim Pearson
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cape engineerinff
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
Timothy H.Covell,P.L.S.
Daniel A.Ojala,P.L.S.
land court
November 5, 1999
surveys
Tim Pearson
site planning Markwood Corporation
110 Breed's Hill Road
Hyannis, MA 02601
sewage system Rie: #158 Melbourne Road, Hyannis
designs
Dear Mr. Pearson:
inspections A public hearing has been scheduled for the Barnstable Board of
Health to take action on your request for variances from Town of
Barnstable Regulations and Title 5 Regulations. The variances
permits requested are as.follows:
Title 5 310 CMR 15.214(1) ("Nitrogen Loading Limitations")
(under 310 CMR 15.005 ("Transition Rules")
Town of Barnstable Regulations:
Part VIII Section 8: Town of Barnstable 330 Regulation: Proposed
2 bedroom dwelling to be constructed in a WP District on a 10,126 sf
lot.
Said hearing will be held in the Hearing Room of the Barnstable Town
office, 367 Main Street, Hyannis, MA. Please check with the Health
Department for exact date and time.
Sincerely,
c3au�
Sarah B. Ojala
Down Cape Engineering, Inc.
cc: Abutters
file
Barnstable Board of Health
a
Abutters to Map 267,Parcel 158
159 Olinto Colace, 2 Washington Street,Franklin 02038
149 Anthony C. Collucci, 65 Straightway,Hyannis,MA 02601
148 Som Virk, c/o Phi Delta Inc.,Attn: Jane,42 Holbrook,Braintree 02184
157 Howard A. Roberts, 535 Phinneys Lane, Centerville 02632
162 Richard Sparks,200 Mistic Ave.,Medford,MA 02155
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Nov-25-98 09 :50 BARNSTABLF_ HEALTH DEPT 5087906304 P .01
IHE t DATE: _ - 1
^/ \WN1 FEE. lli
!8ARISCAIR
wsa REC. BY
Town of Barnstable SCHED. DATE:
Board of Health -
?67 Main Street, Hyannis NIA 02601
office: 50-790-626- Susyn G.9-mk,R.S.
FAX: ,i08-790-6344 Sunrer Kaufman.NI S F.:4'.
F.alph A.Murphy,M.D.
`AMANCE REOUEST FORM
LOCA-EiON
F-aperry Address: 153 r�t_bo..i�KE (zzA.rz' 15
Assessor's Map and Parcel Number: 2-Col S-, Size of Lot: �OI �'•� � Ste,
Wetlands Within 300 Ft. Yes Subdivision Name:
No_ -
Business Name'.- — --
APPL[CaNT ,. _ACT PERSON
Name: trt P�,�-¢r5ot-1 '�a kgL.I�l�looO Name:_ SAa a q 0Ss� t-A �o Lb 41-LC" O'kt4 7
Address:l►A f? YI�S t-ht-L 4t2 + A*4tgN Address: � -{4t)•[ SC TI14
Phone:'_ -t'07A- CD-1 is Phone: �jC..l.- ►•) ��t-�'�
FAX-:'-'
FAX:
V 4RIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(stay utsch if more spate ietded)
'ID A,.ttZJ_,, 2 'S2 2iN ►►,cam_ �f�f� At
ti't`w►tTP��v�'s ( tL�tlt>s�'i1GY>
"�:1NIp�2. 15.00S '112A.1JS�n>� _
r -l+e.'is kV "if,be carnp.'etad b� o ir,e-stcj7-person re.cei�ing variance request Opplicat:onj
Four(S)copies of plan submitted(inc'uding septic system ;fans andior-restaurant floor plans)
Appliccnt ur;derstands that the abutte-s;rust be notified by certified mail at least ten days prior to meeting
date a:app'.icanrs expense(for T:t!e V artdtor local sewage reguiation variances only)
_ Full menu submitted(for grease trap variances only)
_ Variance request appkatior.fee collected!,o im fr grease trap car.anu:ncw'a'.:!sa.Tc: ter:eaee w,.,
dining aeri ance:ecer•eh(suc r'..ner:iaaee peas;,ax var.—ices to repair failed teaage dnposal sptrms{only d ne enpansio,to%Slb.,idnr ore�:j;^i' I�
_ Variance request sabmrtted at least!5 days prior to meeting date a
Susan G.Rask,R.S'a Cnairtra
VAR1.41`CEAFPROVED �fjVEO
,'OT APPROVED Sumner Kauf aart�,��M.S.P.jj[
REASON FGR D!SAPPRi�Vr1L Ralph A.Mur�it 5;yt.D.
5 1999 ,
TOWtMABLE
� DEPT.
� � s
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass02675 down cape engineering
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
November 5, 1999 Timothy H.Covell,P.L.S.
Daniel A.Ojala,P.L.S.
land court
surveys
Barnstable Board of Health
367 Main Street
site planning Hyannis,MA 02601
sewage system Re: Local variance request for#158 Melbourne Road,Hyannis
designs Proposed 2 bedroom dwelling
Assessors Map 267,Parcel 158
inspections
Dear Board Members:
permits The,attached is a request for a variance from the"330 Regulation". Our client wishes
to construct a 2 bedroom dwelling on a 10,040+/-sf lot at the above-referenced
location. The lot resides within a WP District(at the perimeter of the District)
according to the"Town of Barnstable Revised Groundwater Protection Districts",
dated September 1998. The area is served by town water and town sewer is not
available at this time.
A variance is requested under CMR 15.214(1)to allow a 2 bedroom dwelling on this
10,040 lot. The site would be developed under CMR 15.005, "Transition Rules". No
other variances are requested. This septic system could have been constructed in
complete compliance with the 1978 Code without the need for variances. Under the
Transition Rules regulation 15.005 (3)(isolated lot),the system is designed to the
maximum extent feasible and is slated to be completed within 3 years of obtaining the
Disposal Works Permit.
On behalf of our client,we are requesting a variance from the Town regulation to
allow a 2 bedroom house on a 10,040 sf lot within a WP District. In that the area
readily supports 3 bedroom homes, we feel the addition of a two bedroom home will
not appreciably add to the nitrogen concentration in the area.
Very truly yours, t
i .
Arne H. OJala,PE,PLS
Down Cape Engineering,Inc.
cc: Tim Pearson
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass02675 down cape engineefing
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
Timothy H.Covell, P.L.S.
Daniel A.Ojala,P.L.S.
land court
November 5, 1999
surveys
Tim Pearson
site planning Markwood Corporation
110 Breed's Hill Road
Hyannis, MA 02601
sewage system Re: #158 Melbourne Road, Hyannis
designs
Dear Mr. Pearson:
inspections A public hearing has been scheduled for the Barnstable Board of
Health to take action on your request for variances from Town of
Barnstable Regulations and Title 5 Regulations. The variances
permits requested are as.follows:
Title 5 310 CMR 15.214(1) (%Nitrogen Loading Limitations")
(under 310 CMR 15.005 ("Transition Rules")
Town of Barnstable Regulations:
Part VIIi Section 8: Town of Barnstable 330 Regulation: Proposed-
2 bedroom dwelling to be constructed in a WP District on a 10,126 sf
lot.
Said hearing will be held in the Hearing Room of the Barnstable Town
office, 367 Main Street, Hyannis, MA. Please check with the Health
Department for exact date and time.
Sincerely,
Sarah B. Ojala
Down Cape Engineering, Inc.
cc: Abutters
file
Barnstable Board of Health
Abutters to Map 267,Parcel 158 ( 1-.r zs)
159 Olinto Colace, 2 Washington Street,Franklin 02038
149 Anthony C. Collucci, 65 Straightway,Hyannis,MA 02601
148 Som Virk, c/o Phi Delta Inc.,Attn: Jane,42 Holbrook,Braintree 02184
157 Howard A.Roberts, 535 Phinneys Lane, Centerville 02632
162 Richard Sparks, 200 Mistic Ave.,Medford,MA 02155
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3 W Die.Laliy Columns Foundation 10 Concrete Wall/8,0.Pour
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Basement 4'Concrete Slab Perimeter drain(W123
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
appuration for��Digpooar *paem Con6truction 'Permit
Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Qdd Me, Lot Y or /►!Cj/3o N� n�t's Name A es 1.No. ]�v)
„q{'a,� Ah �Y� d �i-�'r�
Assess�r s Map/Pazcel24 7 J Uh��tlKfCC I ([ ( l Y7
Installer's N ldress,and el.No. Designer's Name,Address and Tel.No.
-
�C/ij ATy �
Type of Building:
Dwelling No.of Bedrooms �' Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures aa
Design Flow 21 y gallons per day. Calculated daily flow_ ?+ gallons.
Plan Date n Number of sheets Revision Date
Title 17Lc �/�
Size of Septic Tank /30 o Type of S.A.S. Jog j!-J- r✓/S�<c.L�-
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
OWN OF BARNSTABLE
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 f itle 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss y this Board of Health. Q
Signed a Date
Application Approved by Date �� �✓G—raj
Application Disapproved for the following reasons
Permit No. Date Issued
iA TOWN OF BARNSTABLE + :
LOCATION �_I P ,��� a = SEWAGE #
VILLAGE H V O Yl I I ':� ASSESSOR'S MAP & LOT�D
INSTALLER'S N &PHONE NO. r
I �> r3a3• 899
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) �(�.4 I r'tiC{'1 �,h?mh?��ize)
NO. OF BEDROOMS
BUILDER OR OWNERHarLwood �.ffatiafi(i In
PERMTTDATE: �D� COMPLIANCE DATE: D
i
Separation Distance Between the:
i
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
ion 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
S
O/ �Z
h {07-
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� �
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC) EALTH DIVISION -,TOWN OF BARNSTABLE, MASSACHUSETTS
t.
01ppfication for dig o5ar *p5tent Cou5tructior� erntit
Application for a Permit to Construct(41�<Repaiir( )Upgrade( )Abandon( ) El Complete System ❑Individual Components
-72
Location ddre$s qr1 Loot Yo. sr �►/ F �• 0 n�t's Name A s d 1.No. �]7�v)
�
Assessor" Map/Parcel 15$ Uh pp / p I
A �7
f tKrccJ, f4. 1 � '1 r� l7
Zaller's N fdress,and fel.No. b�J„riflV Designer's Name,Address and Tel.No.
AP. /Jy h,�,7,4f S7-
Type of Building:
Dwelling No.of Bedrooms T" Lot Size o /y� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Z)wl gallons per day. Calculated daily flow �3( gallons.
Plan Date Number of sheets Revision Date N Li
Title i rr kr 4,4-,../,--2 I
Size of Septic Tank 43-e-o Type of S.A.S. �foo �.��. • c ti.�.. s-'/
{ Description of Soil /yam,11-A? /
Nature of Repairs or Alterations(Answer when applicable)
- Date last inspected: ;
" Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions f itle 5 of the Environmental Code and not to place.the system in operation until a Certifi-
' cate of Compliance been iss y this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued j �•G�-�r..�.�
s ,
THE COMMONWEALTH OF MASSACHUSETTSrYf -
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CER ,that-the the On-s' Sewage Disposal System Constructed( )Repaired( )'Upgraded( )
Abandoned( by t�
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. Q�j0-* 8 ?Zdated �
Installer Designer
The issuance of this pe ll of be construed as a guarantee that th s will/function a sig,
,Date Inspector I
No. �0 f.� .G Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
1wisoozar &p.5tem Construction Permit
Permission is hereby granted to Construct(,,.-t I air )Upgrade( )AbWnd ,System located at
r
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: Cons tru ti t be corn leted within three years of the date of this p
Date: D Approved by t
TOWN OF BARNSTABLE
LOCATION` 1qe I bnLCrf7P a P- ] - SEWAGE #
VILLAGE o ASSESSOR'S MAP & LOT�(D
INSTALLER'S NAAB�&PHONE NO. /
��P 3a3•�r8�9
SEPTIC TANK CAPACITY 15M 011AC) IkI
LEACHING FACIL=: (type) �a-1 l-ea ize)
NO.OF BEDROOMS
BUILDER OR OWNSM cur nod &rad-t-ah(i _
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.,
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
8 ®
Vim/
Lr
r
W
1 '
co
w G
No. \� Fee
THE COMMONWEALTH OF MASSACHUSETTS \ Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
ZippYication for Migogar *pgtem Congtruction Permit
Application for a Permit to Construct(Y)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1 oT 2s ne ss Narqe,Abe and Tel.No.
mx-i-e3o... ajwE /ed. W.If-YA_Po2r �f7/O��v �L((JJ Gc�
Assessor's Map/Parcel 7,4,7
(� oil) /06 �/.I P rn 1 (� �N `,y,
e, ddress,and Tel.No. ���� 77 Designer's Name,Addriesss and pTel.No. 1�'Pt
Type of Building:
Dwelling No.of Bedrooms Lot Size'/D�sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow % gallons per day. Calculated daily flow S-3, 1 gallons.
Plan Date b Z Number of sheets Revision Date
Title nV7
Size of Septic Tank Type of S.A.S. _5&P [. e-ld.-49:02 'Y/ <jV"-ef,
Description of Soil S 41f 2&Z
Nature of Repairs or Alterations(Answer when applicable)
OWN OF BARNSTABLE
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 provisio o itle 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been is e y this Board of Health.
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
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer s Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS .
Migpogat *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )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 permit.
Date: Approved by
No. •,. .�!t: Y �.;..,, �` . 3 Fee
._
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
s y Yes
PUBLIC HEALTH`DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZfppYication for �Digogar *pgtem Congtruction Permit
Application fora Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. _C pT 2S nels Natpe,A re and Tel.No. 'U
/yi,E<�oo....r,..�� /eQ. W.I•f'YA-��2� i7 Uh/C� �UtaCL
Assessor's Ma /Parcel
p 21v7 5
I e, ddress,and Tel.No. ����/� Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size Zsq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Z gallons per day. Calculated daily flow 2 3 gallons.
Plan Date /fl Z • ` Number of sheets Revision Date
Title l-1 �L,�� of L�i✓/fJ W i
Size of Septic Tank /_�O%J Type of S.A.S. -5— t.
Description,of Soil 55 41-
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisio o itle 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been is e by this Board f Health. /�
Signed Date
Application Approved by Date
Application Disapproved for the following reasonst,
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
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer t.Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
————————————————————————————
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
{
Xioogar *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at '
A
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 permit.
Date: Approved by
b
-------- - _ . _ . - _. -
5 '
AT 45.E LEGEND
2" DOUBLE WASHED PEASTONE EXISTING GAS LINE
ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) APPROXIMATE LOCATION
L45t WITHIN 6" TO FIN. GRADE
EL.=44t 2% SLOPE REQUIRED OVER SYSTEM EL=44t __ __ EXISTING WATER LINE p' MINIMUM .75' OF COVER OVER PRECAST TO BE LOCATED
40 RUN PIPE LEVEL ACCESS COVER
FOR FIRST 2 WITHIN 6" _yam WATER SERVICE
PROPOSED 1.500 OF FIN. GRADE 3' MAX. PROPOSED LOCATION H
4 7 GALLON SEPTIC �Oo WATER SHUT OFF VALVE
PROPOSED LOCATION LOC S IPMOMOON
H-10 EL=41 CRAIGVI
E41 TANK (H- 10 GAS oo� L40.2 _
BAFFLE EL.40.37 `�ooa oo � � EJ � O 0 � 0 E] oo ROAD
0 0o PROPOSED SERVICES
EL=40.17f a a C1 a ED E ] 0' 0 El 34" TO BE LOCATED BY OTHERS
CRUSHED STONE OR M CHANICAL 0 E 0 [� ED
DEPTH OF FLOW = 4' COMPACTION. (15.221 M) go 2' -"6 PROPOSED GAS SERVICE
o L� = C] C� = CI' L� =00 o doo EL=38.17t vs Oo PROPOSED WEST HYANNI PORT
REQUIRED TEE SIZES: INLET DEPTH 10" MIN, BELOW FLOW LINE
OUTLET DEPTH= 14" MIN. BELOW THE FLOW LINE 3/4" TO 1 1 /2" DOUBLE WASHED STONE GAS SHUT OFF VALVE
4' OF STONE ALONG THE SIDES,
(2 SLOPE) ( . SLOPE) (? . SLOPE) AND 3.5' OF STONE AT,jHE ENDS: ` --- PROPOSED PHONE SERVICE
LEACHING LOCUSFOUNDATION 10' SEPTIC TANK 11' D' BOX - -2' 3' FACILITY E _ PROPOSED ELECTRIC SERVICE lVl A P
SYSTEM PROFILE 6.3t' SCALE 1' loon'
NOT TO SCALE `�-�-�-' PROPOSED CABLE T.V. SERVICE
- � � ASSESSORS MAP 267, PARCEL 158, LOT 25 '
41- EXISTING CONTOUR
FLOODZONE: C, BARNSTABLE PANEL # 8
43.3E EXISTING SPOT GRADE
- 4-9 PROPOSED CONTOUR *ZONING DISTRICT: RB & WP
TH1 EL.=31.9 TH2 EL.=31.9 X 44 PROPOSED SPOT GRADE SIIDE: i0'
BOTTOM OF TEST HOLES
SEE TEST HOLE LOGS TH 1 REAR: 10,
SOIL TEST HOLE *TO BE CONFIRMED BY BUILDING COMMISSIONER
SEE TEST HOLE LOG(S)
PRLYPQSED
SLYL ABS1 RPT!(W SYS7FA/ �G
I - 5010 GALLaV PRECAST CWCRC7E- NOTES:
LEAChVN6 4MAeER p
W7N 4' ar=WE ALaVG THE S/OES, 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
AND .35' Gig S72VE AT THE ENDS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
10()•00 37.9 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
LOT 2543. O� (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
AA EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2, ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
1O,O4O Sq.ft. -0 AND BARNSTABLE HEALTH REGULATIONS.
43.7 0.23 ac, 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
F 4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO H10.
2 • \ W -I.... I_ ,� of _ •-'f'� �h !S NOT TO
PLAN ,ifs,. J,� �,.�. �.._y,,- rJ"r., L?�.._Y i.w,.^-,r: r_
41. 4 4F43.7
El. RISER I BE USED FOR PROPERTY LINE STAKING.
O �• Ll 225� 4- 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
1.,.., _ 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
>, , P _ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
TH1 CK p FROM BOARD OF HEALTH.
G� E
m 41 g3, >: 2p'M1N• PROP.
O -� d 42 9 _ /
9. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.
F �1 10. PIPE JOINTS TO BE MADE WATERTIGHT.
�1 10' IN• 21 10 11. WATER TEST D-BOX FOR LEVELNESS.
O v 38.
b 6) 10,M\q. 6 5
a' TF 45.5' 2 l y
1 11 .9
X F
DEPTH (in.) TH1 ELEVATION DEPTH (in.) TH2 ELEVATION
tT 42. 1 'MIN. v
0" 0 A 43.9 0" 0 A 43.9
43 F LOAM SAND LOAM SAND
a \ 441 cr y ` 10 YR 3 2 10 YR 3 2
AAr GAR 43, 2. 6" N 8 IT A 43.4 6" UN 8 43.4
Q \ LOAMY SAND LOAMY SAND
SEPTIC.,uESICN: (GARBAGE DISPOSER IS NOT ALLOWED) 10 YR 5 8 10 YR 5 $
ML• �J TH2 WAY - _ NUMBER OF BEDROOMS: 2 28" N LE
C A 41.6 28" N U8A 41.6
PROP' DRIVE DESIGN FLOW: 2 BR x 110 G/D/BR = 220 G/D MEDIUM SAND MEDIUM SAND
USE A 220 G/P REQUIRED DESIGN FLOW 2.5 Y 7/0 6 2.5 Y 7/6
20� G&
\� �'5\ \ SEPTIC TANK: 144" C 31.9 14e 20% G&C0 31.9
220 G/D (2) = 440 G/D
/ USE PROPOSED 1,500 GALLON SEPTIC TANK SOIL CLASS:
9568 : 9568
z' ACH h� : I (SANDS, LOAMY SANDS) SOIL CLASS: t (SANDS, LOAMY SANDS)
BENCHMARK - TOP PERC RATE: < 2 MPI (5 MPI DESIGN) PERC RATE: < 2 MPI (5 MPI DESIGN)
OF CONC. BOUND ��S SIDE AREA: 2 x 2' x (12.83'+15.5') = 113.32 SF PRESOAK: 11:29:00-11:36:30 (24 CAL. < 15 MIN.) PRESOAK: 11:45:00-11:52:00 (24 GAL. < 15 MIN.)
43. �� 4g BOTTOM AREA: 12.83' x 15.5' = 198.87 SF 9": 11:36:30 9": 11:52:00
EL= 44.`59 2v, SO / 25 �� BOTTOM PERC: AT 48" EL.39.9t BOTTOM PERC: AT 49" EL.39.8t
(ASSMD HYA QUAD)` 77 SIDES: 113,32 SFNO�R PRava%ry 44.F NO WATERNOBSERVEDED NO WATERNOBSERVEDED
BOTTOM: 198.87 SF
\ 4 500 GAU61V SEPAC TANK TOTAL: 312.19 SF DATE: 10/15/99
44.9 PROPOSED CAPACITY: 312.19 SF x 0.74 G/D/SF = 231.02 G/D O.K. KEY ENGINEER: MICHAEL S. FARIA, SE
F % G&CO: PERCENT GRAVEL & COBBLES (DOWN CAPE ENGINEERING)
SEPTIC SYSTEM DESIGN DATA WITNESS: DONNA MIORANDI
TEST HOLE LOG�� EXCAVATOR: BORTOLOTTI CONSTRUCTION
43 NOT TO SCALE
SITE PLAN SITE PLAN
VARIANCE REQUESTED:
PART 8 SECTION 8A OF BARNSTABLE BOARD OF HEALTH 330 REGULATIONS
SCALE: 1"=2O' REQUEST PERMISSION TO ALLOW A 2-BEDROOM HOUSE IN A WP DISTRICT OF LAND IN
Off. 508-362-4541 ON LESS THAN 2/3RDS OF AN ACRE, WEST H YA N N I S P a R T M A
fax 508-362-9880 TITLE 5 310 CMR 15.214(1) (UNDER 15.005, TRANSITION RULES): TO ALLOW A 2 BR J
HOUSE ON LESS THAN 2/3RDS ACRE IN WP DISTRICT (ZONE II) PREPARED FOR TIM PEARSON
down cape engineering, inc.
of C/O MARKWOOD CORP.
J''
CIVIL ENGINEERS ��N ° "� M�s LOCATED AT LOT 25 MELBOURNE ROAD
�`� Ar{N� �y J „ � ARNE H. `��J� HYANNIS
LAND SURVEYORS " OJALA
OJALA N CIVIL SCALE: 1 „=20' DATE: 10-27-99
HEALTH ,, No 26348 o.30 2
939 main St. yarmouth, ma 02675 ER�o REVISED: ____�_
BOARD OF H G
MA Nal f G 20 0 20 40 60 Feet
99- 05 APPROVED DATE DATE ARNE H, OJALA, P.E., P.L.S,