HomeMy WebLinkAbout0027 NYES POINT WAY - Health 27 Nyes Piai� 't'o Y 1- W ate;
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COMMONWEALTH OF MASSACHUS ETTS
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EXECUTP E 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: 27 Nyes Point Way
Centerville, MA 02632
Owner's Name: Scott Cordeiro
Owners Address.
Date of Inspection: - April 6, 2011
Name of.Inspector: (Please Print)Jaynes Ford
Company Name: Janes Ford
Mailing Address:. P.O.Box 49
Osterville,MA 02655
Telephone Number: (508) 862-9400
CERTIFICATION STATEMENT '
I certify that I have personally inspected the sewage disposal system.at this address and that they nfonnattott repoq1d
below is true,accurate and complete as of the time of the inspection: The inspection was perfon ed based-8n my
training and experience in the proper function and maintenance of on site sewage disposal syste" s. I am-aaDEP.-
approved system inspector pursuant to:Section 15.340 of Title 5(310.CMR 15.000). The system:
✓ ._Passes.
Conditionally Passes r "
beds Further Evaluation by the Local Approving Authority
ails
Inspector's Signature:.
Date.. - Am i1.7. 2011
The system inspector shall su i it a copy of this inspection"report to the Approving Authority(Board of Health or
DEP)within 30 days of.comp ting this inspection. If the system is a shared.system or has a design flow of 10,000
gpd or greater,.the inspector and the system owner shall submit the report to the appropriate regional office of the
DEP. The original should-be sent to the system owner and copies sent to the buyer,.if applicable,and the approving
authority.
Notes and Comments
****This report only describes conditions at the time of inspection and under the conditions of use at that
time. This inspection does not address how the system will perform in the future under the same or different
conditions of use.
Title 5 Insp.ection Form 6/15/2000 page 1
I
Page 2 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 27 Nves Point Way
Centerville MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
Inspection Summary: Check A,B;C,D or E/ALWAYS complete all of Section D
A. System Passes:
✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMk 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
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.
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 inuninent. System will pass inspection if the
existing tank is replaced with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance
indicating that.the tank is less than 20 years old is available.
ND explain:
Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with
approval of Board of Health):.
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
2
• Page 3 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 27 Nves Point ihay
Centerville MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2017
C. Further,Evaluation is Required by the Board.of Health:
Conditions exist which require further evaluation by the Board of Health in order to detennine if the system
is failing to protect public health,safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the
system is not functioning in a manner which will protect public health,safety and the environment:
Cesspool or privy is within 50 feet of'a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2: System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the
system is functioning in a manner that protects the public health,safety and environment:.
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a
surface water supply or tributary to a surface water supply.
The system has a septic tank and.SAS and the SAS is within a Zone 1 of a public water supply.
The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a
private water supply well**. Method used to determine distance
**This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this form.
3. Other
t
3
Page 4 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM '
PART A
CERTIFICATION (continued)
Property Address: 27 Nves Point Kh)
Centerville, MA
Owner: Scott Cordeiro
Date of Inspection: April 6. 2011
D. System Failure Criteria applicable to all systems:
You must indicate either"yes"or"no"to each of the following for all inspections:
Yes No
✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
✓ Static liquid level in the distribution box above outlet invert due to an overloaded or.clogged SAS or
cesspool
✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow
✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number
of times pumped_.
✓ Any portion of the SAS,cesspool or privy is below high ground water elevation.
✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
Any portion of a cesspool or privy is within a Zone I of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. [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 System:
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
the system is within.400 feet of a surface drinking water supply
the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-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.
4
Page 5 of I 1
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 27 Nves Point YVay
Centerville, MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
Check if the following have been done: You must indicate"yes"or"no"as to each of the following:
Yes No .
✓ _ Pumping information was provided by the owner,occupant, or Board of Health
_ ✓ Were any of the system components pumped out in the previous two weeks ?
✓ Has the system received normal flows in the previous two week period
✓ Have large volumes of water been introduced to the system recently or as part of this inspection?
✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A)
✓ Was the facility or dwelling inspected for signs of sewage backup
✓ Was the site inspected for signs of break out?
✓ _ Were all system components,excluding the SAS, located on site?
✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition
of the baffles or tees,material of construction;dimensions, depth of liquid,depth of sludge and depth of scum?
✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper
maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS)on the site has been determined based on:
Yes No
✓ _ Existing infornatiom For example,a plan at the Board of Health.
Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance
is unacceptable) [310 CMR 15.302(3)(b)l.
5
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 27 Nves Point Way
Centerville MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 3 Number of bedrooms(actual): 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms) 330
Number of current residents: 0
Does residence have a garbage grinder(yes or no): n/a
Is laundry on a separate sewage system(yes or no): n/a [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)): Unavailable'
Sump Pump(yes or no): No
Last date of occupancy: Unknown
COMMERCIALANDUSTRIAL'
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 inforniation. Unknown
Was system pumped as part of the inspection(yes or no): Yes
If yes, volume pumped: gallons--How was quantity pumped detennined?
Reason for:pumping: _2000ga1. Tight tank
TYPE OF SYSTEM
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):
Approximate age of all components,date installed(if known)and source of information:
Tight Tank was installed on 5/10102 per as built card
Were sewage odors detected when arriving at the site(yes or no): No
6 I
Page Tof 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 27 Nves Point Way
Centerville •MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
BUILDING 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:
Coirunents(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK: None locate on site p1an)
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):certificate). (attach a copy of
Dimensions:
Sludge depth: -
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 detennined:
Coimnents(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.).
GREASE TRAP: None (locate on site plan)
Depth below grade:
Material of construction: -_concrete _metal _fiberglass _polyethylene _other
(explain):
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
CommQnts(on pumping recornmendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
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: 27 Nves Point Way
Centervr.'lle MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain):
Dimensions:
Capacity: 2000 gallons
Design Flow: 330 gallons/day
Alarm present(yes or no): Yes
Alarin level: Alarm in working order(yes or no): yes
Date of last pumping: Pyinved for.inspection
Commehts (condition of alarm and float switches,etc:):
Alarm and float ivere working Steel covens were to grade
DISTRIBUTION BOX: None (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Continents(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.):
PUMP CHAMBER: None (locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes or no)
Coimnents (note condition of pump chamber,condition of pumps and appurtenances,etc.):
8
Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 27Nves Point Way
Centerville MA
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
SOIL ABSORPTION SYSTEM(SAS):) (locate on site plan,excavation not required)
If SAS not located explain why:
System has no S.A.S. OnI ya ti ht tank:
Type
leaching pits,number:
leaching chambers,number:
leaching galleries,number:
leaching trenches,number, length:
leaching fields,number,dimensions:
overflow cesspool,number:
Innovative/alternative system. Type/name of technology:
Comments(note condition of soil,signs of Hydraulic failure, level of ponding,.damp soil, condition of vegetation,etc.):
CESSPOOLS:. None (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
PRIVY: None (locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Coimments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.):
9
Page 10 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 27 Nves Point Way
Centerville MA
Owner: Scott Cordes ro
Date of Inspection: April 6, 201)
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or
benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.
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Page I I of 1 I
OFFICIAL INSPECTION :FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 27 Nves Point Way
Centerville, M,A
Owner: Scott Cordeiro
Date of Inspection: April 6, 2011
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 3 +/- feet
Please indicate(check)all methods used to detennine 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: Topographic and water contours»zaps
Checked with local excavators, installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Using Barnstable topographic and water contours tnaps the maps were showing approximately 3'+/ to Fr ound water at this
site.
� II
This report has been prepared only for the septic system and components described herein.p This septic system has been
inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will
function properly in the fidure.. There have been no warranties or guarantees, either_expressed, written or implied,
relating to the septic system, the inspection, this report and/or miy components of the septic system which have not
been located and inspected:
II
Barnstable
Town of Bar, stable
Wft
Regulatory Services Department edCeC j
> BA RN STABLE, `
y MASS. g O D
1679. Public Health Division
Al— MAt t`' 200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
4/1/2011
Dear Larry,
Thank you for your phone call re: the tight tank at 47 Nye's Point Road in Centerville.
Enclosed are the pumping records, DEP letter, BOH conditions and a copy of a water test
of the drinking water, that may be of interest.
Please feel free to call, or e-mail future questions.
Best Wishes,
Karen Malkus
Coastal Health Resource Coordinator
Town of Barnstable Health Division
karen.malkus@town.barnstable.ma.us
508-862-4641
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so that we can return the card to you: B. Re by d Name) C.�q �{Ivery
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D. Is delivery address different from item 1 ❑Yes
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❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number
(Transfer from se :a:i.i 7 5 P 8{ 118 6 i 1 t
7 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540
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Certified Mail Provides:
■ A mailing receipt ! 4
■ A unique identifier for your mailpiece
■ A record of delivery kept by the Postal Service for two years
Important Reminders:
■ Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®.
■ Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
■ For an additional fee,a Retum Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811).to the article and add applicable postage to cover the.
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is
required.
■ For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
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cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT,Save this receipt and present it when making an inquiry,
PS Form 3800,August 2006(Reverse)PSN 7530-02-000.9047
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j�r°�ti Town of Barnstable Barnstable
MmedcaC
Regulatory Services Department 'j
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200 Main Street Hyannis MA 02601 2007
Office: 508-862-4644 � Thomas F.Geiler,Director
FAX: 508-790-6304 f Thomas A.McKean,CHO
Scott and Diahann Cordeiro 11/17/10
P.O. Box 580 �_._.._.._
Barnstable, MA 02630
According to our records, the tight tank owned by you located at 27 Nyes Point Way,
Centerville MA, has not been monitored and/or pumped every three months as required
by the Massachusetts Department of Environmental Protection. Therefore, you are
ordered to hire a licensed septage hauler to have the tank pumped on, or before
December 15, 2010. After that date, the tank shall be pumped once every three months.
If your tank was already pumped sometime within the past three months, please submit a
copy of the receipt for the pumping. Our last record of pumping is from 12/09.
Please submit a copy of the pumping record(s) to this Office at mailing address: Town of
Barnstable Health Division, 200 Main Street, Hyannis, MA 02601.
Failure to comply with an order of the Board of Health may result in the issuance of
$100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are
corrected.
You may request a hearing before the Board of Health, if written petition requesting same
is received by the Board within seven days of the date of your receipt of this letter.
PER ORDER OF THE BOARD OF HEALTH
Thomas McKean, R.S., CHO
Agent of the Board of Health
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requiring 2 year
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05,12/05,12/05,02/06,02/ operation and --�
06,3/06,3/06,5/06,5/06,6/ maintenance no,,/
06,6/06,7/06,8/06,10/06,1 plan 3 months ecl.of
0/06,11/06,01/07,3/07,4/ during wh/ jr homested
7,5/07,6/07,7/07,8/07,9/0 property Letter resent 12/22/04
7,1/08,3/08,3/08,7/08,7/0 occupied, postage missing
Scott 8,8/08,9/08,4/09,8/09,12/ pumping records received certified deed
27 Nye's point Way 233-020 lCenterville lCordeiro 5/10/200 2000 109 '4/10 {S/icr ito BOH reciept 11/19/10 yes 13421-64
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Certified Mail Provides:
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■ A unique identifier for your mailpiece
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Important Reminders:
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■ Certified Mail is not available for any class of international mail. ,..
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valuables,please consider Insured or Registered Mail.
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a duplicate return receipt,a USPSO postmark on your Certified Mail receipt is
required.
■ For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery'.
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cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
10 Comake items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. ❑Agent
■ Print your name and address on the reverse X ❑Addressee
so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to:
If YES,enter delivery address below: ❑No
5 c 0-i-+- an ®c"h"" Cs��-dei i
P.O
3. Service Type
Certified Mail ❑Express Mail
j 2 V ❑Registered ❑Return Receipt for Merchandise
❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) O-Yes
2. Article Number ! 7008 3230 0002 51r6"'3432 IGr%
(Transfer from service Iabeo
PS Form 3811;February2004 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
USPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
,dam
\. . Town Y.Ba- nstrh';e.
I�� " %1 I3ea'rr i?ivAStan, [
psi 200 NhAn.Street
Hyannis, MA 0260 i
i
}
Im Town of Barnstable Barnstable
Regulatory Services Department Allampica�j
■ sntensras[.e. I
b Public Health Division
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
Scott and Diahann Cordeiro 11/08/10
P.O. Box 580
Barnstable, MA 02630
According to our records, the tight tank owned by you located at 27 Nyes Point Way,
Centerville MA, has not been monitored and/or pumped every three months as required
by the Massachusetts Department of Environmental Protection. Therefore, you are
ordered to hire a licensed septage hauler to have the tank pumped on, or before
November 15, 2010. After that date, the tank shall be pumped once every three months.
If your tank was already pumped sometime within the past three months, please submit a
copy of the receipt for the pumping. Our last record of pumping is from 12/09.
Please submit a copy of the pumping record(s) to this Office at mailing address: Town of
Barnstable Health Division, 200 Main Street, Hyannis, MA 02601.
Failure to comply with an order of the Board of Health may result in the issuance of
$100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are
corrected.
You may request a hearing before the Board of Health, if written petition requesting same
is received by the Board within seven days of the date of your receipt of this letter.
PER ORDER OF THE BOARD OF HEALTH
�A�asWc ean, R.S., CHO
Agent of the Board of Health
�4 Page: 1
'X CERTIFICATE OF ANALYSIS
Barnstable Coun I3ealth Laboratory
Resort Prepared For: RECSIVEdld: .2 3/2004
Order Number: G0423965
Diahann Cordeiro FEB U 9 2qO4
27 Nye's Point Way
TOWN OF BARNSTABLE "
Centerville,. MA 02632 HEALTH DEPT.
Laboratory 11D#: 0423965-01 Description: Water-Drinking Water
Sample#: 23965 Samnline Location: 27 Nyes's Point Way Centerville MA Collected 1/7/2004
Collected by: D Cordeiro 233/20 Received: 1/7/2004
Test Parameters
ITEM RESULT UNITS MCL Method# Tested
LAB:IC Lab
Sulfate 31 mg/L EPA 300.0 1/27/2004
Routine
ITEM RESULT UNITS MCL Method# Tested
LAB:IC Lab
Nitrates 0.02 mg/L 10:' 4500-No3.F- 1is/2o04-- -
LAB:..Metals ..a . . �..._ .� .__w._._.�._._. _......_ ._. ......._..._...._._ � .__...r _..._......__..... _...._._
Copper <0.1 mg/L 1.3 SM 3111B 1/16/2004
Iron <0.1 mg/L 0.3 SM 3111B 1/16/2004
Sodium 31� mg/L 20 7 SM311113 1/16/2604
LAB:Microbiology
Total Coliform Absent P/A Absent 309 in12004
LAB:Physical Chemistry
Conductance 288 umohs/cin EPA 120.1 1/8/2004
pH 7.9 pH-units EPA 150.1 1/8/2004
Note: Sodium level above the average.Those on low sodium diet may wish to contact physician._,
Approved.,By:
_.. .. Director) .._
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
f
No. � THE COMMONWEALTH OF MASSACHIJSETTS FEE
BOARD OF HEALTH p�
V �
7tly✓1� O F f �✓11�f�
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components
Locati Owner'
Map/Parcel# Address
(7Pd- 6ss- y7w
Lot# Teletone#
Installer's Name Des' ner's Name
F.4 O'LSW
leaX&1]�6 ress �`, ��� Address
�"��'
ffii VlJ
Telephone t Telephone#
Type of Building: Z-ViSfio /joust' Lot Size t: Sq.feet
Dwelling—No.of BedrooTKs Garbage Grinder ( )
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required) gpd Calculated design flow r&J1 A gpd DE9II N9Q1EN6p Lqgd
Plan: Date� t 2601 . Number of sheets Revision�f911WILAICN-AN6 CERT�I ERV
Title v� Plrty� THE SYSTEM a INSTA i� IN WRITING
ACCORDA';:E TO PLAN. STRICT
Description of Soil(s) N I A-
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS -Sp 14it =5,y4jM (x yj
i��►1� ctC2 Z.c�cM wk�a hY,
Thee�rs'igned ag - ns I. +e above vidual Sewage Disposal System in accordance with the provisions of `
TITLE 5 an a fn rag ae�the i ration un a Certificate of Compliance has been'ssu by the Board of Health.
Signe s- Date 6 �ot--
In6jts —
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
i wc'fPtisy.yNe
'
Na. +* ''� ''"T1� OMMONWEALTH OF MASSACSETTS FEE ,
. - E : BOAR070F HEALTH
~fW AN OF rr1L
APPLICATION FOR DISPOSAL SYSTEM CONSTRUI CTION PERMIT a
w Application for a Permit to,Construct Repair Upgrade Abandon` Complete System Individual Components.
PP P ) Pg ..) u'") P ❑ P
�f27` �flT�,�� �t/A,/► �v.� rvt1�(r,
Locati Owner' a
9y (rrwNf 4
Map/Parcel# 'CZ — Address l ,
Lot# / Telepgh4one#
/4 y
�7nIGY�S c�a
Installer's Name Designer's Name -
�Llf1 025110
dressAddress
Teleph�o�ne# � CS/� Telephone#
✓ Type of Building: 6X)j N Nyfe Lot Size t: Sq.feet
-.,- Dwelling—No.of Bedroo, s �3 Garbage Grinder ( • ) 1 d
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required)0 gpd Calculated design flow NV A gpd Design flow provided gpd,t'
Plan: Date%At AA 14,7W7- Number of sheets Revision Date
Title op fah
.Description of Soil(s) NIA'
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation `
DESCRIPTION OF REPAIRS OR ALTERATIONS �yv�c>y2XtS�Aal ���t'�SvS r,v�
Thewnd"e signed agr �"��ins I the above scifi vividual Sewage Disposal System in accordance with the provisions of
TITLES and
r er agrees place the tem In_operotion unN a Certificate of Compliance has been rssu by the Board of Health.
Sign a- Date (� D�
In
0pns _ -
1
f
FORM I -,APPLICATION FOR DSCP DEP APPROVED FORM 5/96
.s� n
No. � �/'l� THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
i' Description of Work: ❑ Individual Component(s) Complete System
The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded),Abandoned( )
by:
at
has been installed to accordaa ce with the provisions of 310 CMR 15.00 (Title 5) and the approved design laps/as-built
plans relating to applicatioO 0 ated O 'Z- . Approved Design Flow (gpd)
Installer
o'# Designer: Inspector !W. ate 47110 U-x
J �4
The issuance of thisr certificate shall not be construed as a guarantee that the system will function as designed.
-- FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
r r
TOWN OF BARNSTABLE '
LOCATION 7 eS
� .
SEWAGE#
VILLAGE ASSESSOR'S MAP & LOT-2-33-10ao
I
INSTALLER'S NAME&PHONE NO. 1 ,.�
SEPTIC TANK CAPACITY
LEACHING FACILITY:
(type)_,, (size) �. . .
NO.OF BEDROOMS 3
BUILDER OR OWNER
PERMIT'DATE:---s S- 6 COMPLIANCE DATE: s- -/J-0 X
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
n
i
i
i
holmes and mcgrath, inc.
civil engineers and land surveyors
200 main street,suite 201
falmouth,ma.02540
508-548-3564.800-874-7373•fax 508-548-9672
email:mcgrath@holmesandmcgrath.com
May 13, 2002
Mr. Dave Stanton
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Dear Mr. Stanton:
Re: Sewage Disposal System Installation
Mr. Scott C. Cordeiro, 927 Nye's Point Way, Centerville, Barnstable
Our Job #201201
DEP Transmital #W026917
--------------------------------------------------------------------------
On May 10, 2002, Raul Lizardi-Rivera from Holmes and McGrath, observed the
installation of the tight tank at #27 Nye's Point Way, Centerville, Barnstable, Massachusetts.
According to his knowledge, I state that the system was installed substantially in accordance with
the plans prepared by Holmes and McGrath.
If there are any questions and comments feel free to contact me.
Sincerely,
HOLMES AND MCGRAT C.
Michael B. McGrath
C.C. DEP, Lakeville att. Brian A. Dudley
Paul Moore
05/06/2002 09:04 508-548-9672 HOLMES AND MCGRATH PAGE 02/02
CARL F. CAVQSSA, As: EXCAVATING, INC.
257 Palmer Avenue
Falmouth,MA 02540 Telephone(508)540-3933
Fax(508)540.4753
Tight Tank Maintenance
Address: 27 Nye's Point, Centerville,MA
Owner's Name: Scott Cordeiro
Mailing Address: 27 Nye's Point
Centerville,MA
Phone Number: 781-665-4808
PROPOSAL: Pumping and maintenance of tight tank located at the above address.
FREQUENCY: At a minimum, the tank will be pumped annually. When we are notified that the tank
has reached three fifths(315)of total capacity,the tank will be pumped within Forty
eight hours.
DISPOSAL: As a licensed septage hauler in the Town of Bamstable,we will transport the septage
to the Wastewater Treatment Plant in the Town of Barnstable.
COST: Our price is$150.00 per 1000 thousand gallons(.15 centsigallon)plus the disposal fee set by the Town of
Barnstable. The town disposal fee is subject to change at any time.
Please sign,date and return one copy of this proposal to start your septic maintenance service. If you have any ,Questions,please call our office at the above number. Thank you for your business
Sincerely,
avo a,Jr.
Accepted:
SCOTT CORDEIRO
By:
Scott Co►delro Date:
05/03/02 FRI 17:32 FAX 508 540 8556 George Botelho, Inc Z 001
P-O.Boot 3488 Waqua4,M0.Q2536 50&648.9518 FAX 50&540.8.588.
George Botelho, Inc
1b: 4V-4-Fcmc
Un1N
Pt� oat=
R. V 1 CC:
[*YM nt O ftr Review D Plmae Co Pleme R"ly O Pkwe ReCyde
e Canmeltl�
05/03/02 FRI 17:32 FAX 508 540 8556 George Botelho, Inc Q 002
ent 8y: 781 335, 4474; May-3-02 3:05PM; Page 113
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
SOIn EAST RECIRONAL OFFTCF
JANE SVPg"r
Govcraos
Amrotur_v
t.AIMBN A_.Ltss
Cmnmieeiwl:r
April 25,2002
Scott Cordeiro RE: RARNSTnBLE-•Subsurface Sewage
cry Avar.•_c Disposal AMrs)val of Tight Tank, I-
Melrose,Melrose,Massachuse¢s 02176 Nye's Point Way,TTansmiml No_
W026917
Dear Mr. Cordeiro:
The Southeast Reginital owice of the Depamnent of Enviroamental Protection has received
and uon*eted its review of the above referenced application for approval of a tight tank pursuant to
Tidc 5 of the Stale Environmental Code, '710 CMR 15,260. to serve an existing 3 bedroom dwelling
at the above-refer m-%xl address.
Accompanying the application was a plan titled-
'PLOT PLAN
OF PROPOSED TIGHT TANK
PREPARED FOR
SCOTT C.C:ORDEIRO TR.
FOR PARCEL 20.*27 NYE'S POINT WAY
rN
CENTERVILLE, BARNSTABLF,MA
NRFWS•i'F,K, MA 02631
SCALE: 1'—20' DATE:M.A011! 14,'Oey2
HOLMES &MCGRATK INC.
200 MAIN STREET
FALMOLn-li,MA 11254()"
Based on its review of the application and ac:con4unying plans, they Depamuent recognizes
that a sewer connection is not feasible and that there is no other feasible alternative for the disposal
of sanitary sewage in aexurdan"with.310 CUR 1S.000.
The Department finds that the application and plans are in compliance with 310 CNM
15.000, arid, accorJingly, hereby appr+pves your request pursuant to 310 CMR 15.260, Tight.Tanks.
subject to the following provisions_ Failure to comply with these provisions may mQuit in revocation
of this approval.
Iri ittver4si8e Drive-Lakeville.N-Usmthaaetts o:347- FAX TdepOnoe(.son)Sec47"
This infarrautiae is available in alureaee rW'rnat by calling car ADA Coordinator at(617)3744M.
OEPonavwonawacvwo:nitinrr...mapnet..�ue.,ne.nd�av
Printed on Recycled Paper
05/03/02 FRI 17:32 FAX 508 540 8556 George Botelho, Inc Q 003
ent Sy: ; 781 335 4474; May-3-02 3:05PM; Page 2/3
l. Prior to installation of the tight tank,the owner shall obtain a disposal .system construction
permit from the Barnstable Board of Health_
z_ This approval is limited to existing use and any change of use will require:a new approval.
Die tight tank shall not br used for new construction or for any inereace in flow.The facility
design flow is limited to 330 gallons per day.
3. The owner shalt allow representatives of die Department and ttie local Hoard of Health acce_cj
to inspect the facility during construction in order to assess compliance with the plans as
approved by the Department- It is the applicant's responsibility to ensure that the approved
plans are available at the site during construction.
4_ No tight tank shall be utilized until the owner has submitted to the Department and the Board
of Health written certification by a Massachusetts Registered Profcssionsl L•rugincer or
Rcgiatere:d Sanitarian that the tight tank has been cot>structed and installed in accordance
with the approved plans.
5. The owner Shall provide the Barnstable Aoatd of Health with a copy of an executed twu-year
service contract with a septage hauler licensed to operate in that cotnmunity,which identifies
the disposal location(s)of the tiggrt tank contents. Failure of the saner to properly maintain
the tight tank and keep it from overflowing"I constitute grounds for revocation of this
approval-
6- Within 30 days of a sewer becoming available to the facility,the owner shalt connect the
facility served by the tight tank to the sewer and shall abandon the tight tank in accordance
with 310 CMR 15354.
7- Prior to im4allation of the tight tank,the owner shall record a copy of this approval letter in
the chant of title to the property served be the tight tank and shalt submit to the Department
and the Barnstable Doard of Health the book and page number and the date of such
recording.
S. An optxation and maintenance plan,acceptable to the local Board of Health.shall be
implemented which requires monitoring of the system at a minitnun frequency of once every•
three months during periods which the property is occupied to casum proper operation and
maintenance.
9. All notices and information.required pursuant to this approval letter shall be sent to the
Department at the following address:
Department of fnvirorimental Protection
20 Riverside Drive
Lakeville,Massachusetts 02347
10. The owacr shalt submit to the De tastable Board of Health copies of ptanping records widen
14 days of each pumping date.
Pleasc note that the conditions,outlined above, do not 3upersude any conditions imposed by
the Ramstsble Roard of Healfh. The above conditions supplement any other conditions impose-d by
the Barnstable Board of Health.
i
05/03/02 FRI 17:33 FAX 508 540 8556 George Botelho, Inc Q 004
ent. 8y: ; 791 335,4474; May-3-02 3:08PM; Page 313
3
Should you hiive any questions regarding this matter.pie&se contact Chrictos Dimisioris at
(5087)946-2736.
Sincerely,
Brian A. Dudley
Bureau of Resource Fro .ion
D/CD/B
cc: Barnstable Board of Health
P.O.9ox 534
�lyannis, MA 02601
Michael B.McGrath
Ia.olmes&WGrath.Inc.
1100 Main Ctreet,Suita 200
Falmouth,MA 02540
DEV Watershed Permitting Pmgm n,Title 5 Scelium Boston
W026917.doc
Town of Barnstable
nnxt�ae�o
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
March 22, 2002
Mr. Michael McGrath; P.E.
Holmes and McGrath, Inc.
200 Main Street
Falmouth, MA 02580
a
Dear Mr. McGrath,
You are granted permission, on behalf of your client, Scott Cordeiro, to install a
2,000 gallon capacity tight tank at 27 Nye's Neck Lane Centerville, with the
following conditions.
(1) The applicant shall obtain written approval from the MA Department of
Environmental Protection prior to installation of the tight tank.
(2) The dwelling shall be limited to seasonal use only (during May through
October).
(3) No more than three (3) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(3) The tight tank shall be installed in strict accordance with the engineered
plans dated March 14, 2002.
(4) The designing engineer shall supervise the construction of the tight tank
and shall certify in writing to the Board of Health that the tank is water-tight
and is installed in strict compliance with the submitted plans dated March
14, 2002.
McGrath
I
The existing cesspool failed. This permission is granted because town sewer will
become available in this area within the next five (5) years, according to the
Department of Public Works. The only other option would be to install a septic
system, requiring multiple variances due to the high groundwater in this area,
and ultimately costing the homeowner $61,000 to $65,000 for construction.
Replacement of the existing system with a tight tank will result in far greater
protection of public health and the environment.
Sincerely yours,
ner Kaufman, M.S.P.H.
Acting Chairperson
McGrath
�S TOWN OF BARNSTABLE
LOCATION _g2 SEWAGE #.ZOOS - 9941
VU,LAGE ,� ( Qd11eM/�2. ASSESSOR'S MAP & LOT a 33-9a 0— 6
INSTALLER'S NAME&PHONE NO. 9-
SEPTIC TANK CAPACITY 000
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: ..� '6 — tea . COMPLIANCE DATE: S�Ia d
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
L
OttY,
Q 'Vill
Health Master Detail Page 1 of 1
i
Healthx-MaSter
Logged In As: TOWN\nnalkusk Health Master Detail Wednesday,October 27 2010
Application Center Parcel Lookup Selection Items
Parcel Septic Pero I Well I Fuel Tank
Parcel: 233-020 Location: 27 NYES POINT WAY,CENTERVILLE Owner: CORDEIRO,SCOTT C&DIAHANN M
Septic 1,5/6/2002 New Septic...
Permit number: 2002194 Permit type:I Select type Complete system: r
Issue date : 5/6/2002 l Complete date : 5/10/2002
Septic tank size: 2000 Type/Size of SAS:1 12000 gal tight tank
Installer: Select Installer Card on file:
I/A service type: Select service - Innovative/Alternative Technology type: ISelectlAtype
Variance date :F—4-1 Abandon complete date :F Abandon permit number:�—
Repair deadline date : 9/7/2000 Repair notification date : 7/25/2000 Keyword:
Comments: 3 beds C Delete Septic ,
Inspection 5/17/1996 1 New Inspection...
Number Date Inspector Result
5/17/1996 2111 Select Inspector - I F/R(Fail/Repaired)
The following condition(s)are occurring:
F discharge or ponding of effluent to the surface of the ground
F pumping more than 4 times during the last year NOT due to clogged or obstructed pipe
F backup of sewage into the house due to an overloaded or clogged SAS or cesspool
r static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool
F any portion of the SAS,cesspool,or privy below high groundwater elevation
F any portion of the cesspool within a Zone 1 to a public well
r any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis
Comments: a/k/a 29 NYES NECK RD.,Cesspool within 50'of a surface water.South Delete Inspection
Save Septic Changes ( Return to Lookup
http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=233020 10/27/2010
r COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
M w DEPARTMENT OF ENVIRONMENTAL PROTECTION
d
e
SOUTHEAST REGIONAL OFFICE
o
pqM SyOv
JANE SWIFT
Governor BOB DURAND
Secretary
LAUREN A.LISS
Commissioner
April 25, 2002
Scott Cordeiro RE: BARN STABLE--Subsurface Sewage
50 Burrell Avenue Disposal Approval of Tight Tank for 27
Melrose, Massachusetts 02176 Nye's Point Way, Transmittal No.
W026917
Dear Mr. Cordeiro:
The Southeast Regional Office of the Department of Environmental Protection has received
and completed its review of the above referenced application for approval of a tight tank pursuant to
Title 5 of the State Environmental Code, 310 CMR 15.260, to serve an existing 3 bedroom dwelling
at the-above-referenced address.
Accompanying the"application was a plan titled:
"PLOT PLAN
OF PROPOSED TIGHT TANK
PREPARED FOR
SCOTT C. CORDEIRO TR.
FOR PARCEL 20, #27 NYE'S POINT WAY
IN
CENTERVILLE, BARNSTABLE, MA
BREWSTER, MA 02631
SCALE: 1"=20' DATE: MARCH 14, 2002
HOLMES &MCGRATH, INC.
200 MAIN STREET
FALMOUTH, MA 02540"
Based on its,review of the application and accompanying plans, the Department recognizes
that a sewer connection is not feasible and that there is no other feasible alternative for the disposal
of sanitary sewage in accordance with 310 CMR 15.000.
The Department finds that the application and plans are in compliance with 310 CMR
15.000, and, accordingly, hereby approves your request pursuant to 310 CMR 15.260, Tight Tanks,
subject to the following provisions. Failure to comply with these provisions may result in revocation
of this approval.
20 Riverside Drive•Lakeville,Massachusetts 02347,• FAX(508)947-6557•Telephone(508)946-2700
This information is available in alternate format by calling our ADA Coordinator at(617)574-6872.
DEP on the World Wide Web: http://www.magnet.state.ma.us/dep
04 Printed on Recycled Paper
2
l. Prior to installation of the tight tank,the owner shall obtain a Y
disposal system construction
p
permit from the Barnstable Board of Health.
2. This approval is limited to existing use and any change of use will require a new approval.
The tight tank shall not be used for new construction or for any increase in flow. The facility
design flow is limited to 330 gallons per day.
3. The owner shall allow representatives of the Department and the local Board of Health access
to inspect the facility during construction in order to assess compliance with the plans as
approved by the Department. It is the applicant's responsibility to ensure that the approved
plans are available at the site during construction.
4. No tight tank shall be utilized until the owner has submitted to the Department and the Board
of Health written certification by a Massachusetts Registered Professional Engineer or
Registered Sanitarian that the tight tank has been constructed and installed in accordance
with the approved plans.
5. The owner shall provide the Barnstable Board of Health with a copy of an executed two-year
service contract with a septage hauler licensed to operate in that.community, which identifies
the disposal location(s) of the tight tank contents. Failure of the owner to properly maintain
the tight tank and keep it from overflowing shall constitute grounds for revocation of this
approval.
6. Within 30 days of a sewer becoming available to the facility, the owner shall connect the
facility served by the tight tank to the sewer and shall abandon the tight tank in accordance
with 310 CMR 15.354.
7. Prior to installation of the tight tank,the owner shall record a copy of this approval letter in
the chain of title to the property served by the tight tank and shall submit to the Department
and the Barnstable Board of Health the book and page number and the date of such
recording.
8. An operation and maintenance plan, acceptable to the local Board of Health, shall be
implemented which requires monitoring of the system at a minimum frequency of once every
three months during periods which the property is occupied to ensure proper•operation and
maintenance.
9. All notices and information required pursuant to this approval letter shall be sent to the
Department at the following address:
Department of Environmental Protection
20 Riverside Drive
Lakeville, Massachusetts 02347
10. The owner shall submit to the Barnstable Board of Health copies of pumping records within
14 days of each pumping date.
Please note that the conditions, outlined above, do not supersede any conditions imposed by
the Barnstable Board of Health. The above conditions supplement any other conditions imposed by
the Barnstable Board of Health.
3
Should you have any questions regarding this matter, please contact Christos Dimisioris at
(508) 946-2736.
Sincerely,
Brian A. Dudley
Bureau of Resource Prot ction
D/CD/bh
cc: Barnstable Board of Health
P.O. Box 534
Hyannis,MA 02601
Michael B. McGrath
Holmes &McGrath, Inc.
200 Main Street, Suite 200
Falmouth, MA 02540
DEP Watershed Permitting Program, Title 5 Section, Boston
W026917.doc
Town of Barnstable
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-8624644 Susan G.Rask,RS.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
March 22, 2002
Mr. Michael McGrath, P.E. X
Holmes and McGrath, Inc. P 0`
'200 Main Street
Falmouth, MA 02580 �V
F2 � Ys . � �.n
Dear Mr. McGrath,
You are granted permission, on behalf of your client, Scott Cordeiro, to install a
2,000 gallon capacity tight tank at 27 Nye's Neck Lane Centerville, with the
following conditions.
(1) The applicant. shall obtain written approval from the MA Department of
Environmental Protection prior to installation of the tight tank.
(2) The dwelling shall be limited to seasonal use only (during May through
October).
(3) No more than three (3) bedrooms maximum. are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(3) The tight tank shall be installed in strict accordance with the engineered
plans dated March 14, 2002.
(4) The designing engineer shall supervise the construction of the tight tank
-� and shall certify in writing to the Board of Health that the tank is water-tight
-wand is installed in strict compliance with the submitted plans dated March
14, 2002.
McGrath
The existing cesspool failed. This permission is granted because town sewer will
become available in this area within the next five (5) years, according to the
Department of Public Works. The only other option would be to install a septic
system, requiring multiple variances due to the-high groundwater in this area,
and ultimately costing the homeowner $61,000 to $65,000 for construction.
Replacement of the existing system with a tight tank will result in far greater
protection of public health and the environment.
Sincerely yours,
45 �nerKaufman, M.S.P.H.
Acting Chairperson
McGrath
4.1
holmes and mcgrath, inc.
civil engineers and land surveyors
200 main street,suite 201
falmouth,ma.02540
508-548-3564.800-874-7373•fax 508-548-9672 March 14 , 2002
l:mcgrath@holmesandmcgrath.com
email: rath.com g g
Town of Barnstable Board of Health
367 Main Street
Hyannis, MA 02601
Dear Board of Health Members :
RE: Proposed Title 5 Variance
#27 Nye' s Point Way
Our Job Number 201201
-----------------------------
We had filed a request to vary several provisions of
Title 5 at the referenced location. We are in receipt of
two contractors ' estimates that range from $61, 000 to
$65, 000 for that repair. A primary cost is the work to
protect the house from settling. We have also become aware
that the Town is interviewing engineers to prepare
construction drawings to extend municipal sewers all around
Wequacket Lake and Bearse Pond. Since the cost of the
remediation is extraordinary for a seasonal use and the
municipal sewer should be built within five years, we wish
to modify the variance request and install a tight tank.
Please find enclosed six copies of a plot plan showing
the proposed Tight Tank, six locus maps and two copies of a
permit application. Please accept these plans and letter as
an application for permission to install a Tight Tank in
accordance with the requirements of DEP.
The existing property is currently owned under the
Scott C. Cornier Trust . The residential house has three (3)
bedrooms and is used seasonally. The installation of a
tight tank is approvable for this use .
The property in question is bounded by Bearse Pond on
one side and bordering vegetated wetlands on the other
three sides . The existing structure occupies approximately
S�
Barnstable Board -2- March 14, 2002
of Health Members
fifteen percent (15) of the land. The average depth of the
lot is only one hundred (100) feet .
The existing septic system is located between the
building and the bordering vegetated wetlands to the north.
It is a substandard system with the cesspool more than
likely within the groundwater. It is highly unlikely that
the system would pass a formal septic system inspection.
Because of the size of the lot and it ' s shape, it is
impossible to design a new on-site septic system that
conforms to Title 5 requirements . It is also impossible to
design an on-site septic system that could conform to the
Barnstable Health Regulations . The groundwater elevation is
just 3 feet below the ground surface. Based on our review
of both local and state regulations, we believe there is no
feasible alternative other than installation of a tight
tank.
The proposed tight tank will have a 2, 000 gallon
capacity. This capacity is more the 500% of the total daily
flow of 330 gallons . The tank will be located is the
general area of the existing septic system to allow for the
easiest connection to existing plumbing and provide the
greatest setback from Bearse Pond.
The tank will be certified waterproof and watertight .
The tank will be equipped with a visual and audio alarm
that will sound when the tank reaches three fifths capacity
as required.
Replacement of the existing system with a tight tank
will result far greater protection of public health and the
environment .
We will be applying to the Conservation Commission and
expect to present the. plans to them once we meet with your
board. We have prepared the DEP application, but cannot
apply until we receive local approval .
Barnstable Board -3- March 14, 2002
of Health Members
We trust the Board will approve the plan. Please
review the enclosed plans and contact me with any questions
or comments .
Sincerely,
HOLMES AND MCGRATH,
Michael B. McGrath PE, PLS
President
tms
Enclosures
cc : Paul Moore - 1 of each
02/20/2002 22:10 9787942465 ITECH SOLUTIONS PAGE 02
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Date February 28 , 2002
Barnstable Board of Health
200 Main St
Hyannis MA 02601
Dear Board Members
I am writing to inform you of our request for variances from the State Environmental
Code Title V, and from local Board of Health Regulations in regards to our new septic
system which will be installed at #27 Nye ' s Neck Road, Barnstable, MA
We are requesting a variance from310` CMR 15. 211(1) 1 . Distance from wetlands to
a soil absorption systemfrom oDistance from
cellar wall to a SAS from 10' to 5 ' . 3. Distance from a cellar wall
to a septic tapk from 10Lte S ' _.4 ni s a�tance from nperty
line to a SAS from 10' to 5 ' . 5. Distance from a septic tank
to a wetland from 25 ' to 17 ' . 6. Distance from surface
water to a SAS from 50 to 45 Distance from retaining
wall to a SAS from 10' to 5 ' . 8 . 310 CMR 15. 404(2) (d) reduction
in size of SAS by 47%.
The Board of Health meeting will be held on Tuesday March 19, 12002 -It
7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room,
New Town Hall, 367 Main Street, Hyannis, MA.
The letter is to serve as an official notification to abuttor(s).
Sincerely yours,
Name
Q:heal th\wptiles\abbutor
Scott Cordeiro
9 Grant Avenue
Medford, MA 02155
February 11, 2002
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Dear Board of Health Members :
Holmes and McGrath, Inc-. , is authorized to present our
request for a variance for septic repairs at 27 Nyes Neck
Lane in Centerville, MA.
Sincerely,
r
Scott Cordeiroo
Telephone !
r
r
holmes and mcgrath, inc.
civil engineers and land surveyors
200 main street,suite 201
falmouth,ma.02540
508-548-3564.800-874-7373 9 fax 508-548-9672
email:mcgrath@holmesandmcgrath.com
January 30, 2002
Barnstable Board of Health
367 Main Street
Hyannis, MA 02601
Dear Board Members :
Re Paul Moore
427 Nye ' s Neck Road
Centerville, Barnstable, MA
Our Job No. 201201
---------------------------
Please accept this letter as a request to vary certain
provisions of Title 5 for the proposed septic system to be
constructed as a repair for the existing house at #27 Nye' s
Point Way in Centerville, Barnstable, MA. The house is on a
parcel containing 11, 760± square feet . The house is served
by a failing cesspool . The parcel fronts on Bearse' s Pond.
The single family house is used seasonally. The house is
surrounded by wetlands .
The specific provisions that are requested to be varied
are as follows :
1 . 310 CMR 15 . 211 (1) :
Distance from wetlands to a soil absorption .system
from 50' to 14'
2 . 310 CMR 15 . 211 (1) :
Distance from a cellar wall to a soil absorption
system from 10' to 5'
3 . 310 CMR 15 .211 (1) :
Distance from a cellar wall to a septic tank from
10' to 5'
4 . 310 CMR 15 .211 (1) :
Distance from a property line to a soil absorption
system from 10' to 5'
i
Barnstable Board of Health - 2 - January 30, 2002
5 . 310 CMR 15 . 211 (1) :
Distance from a septic tank to a wetland from 25'
to 17'
6 . 310 CMR 15 . 211 (1) :
Distance from surface water to a soil absorption
system from 50' to 45'
7 . 310 CMR 15 .211 (1)
Distance from retaining wall to a soil absorption
system from 10' to 5'
8 . 310 CMR 15 .404 (2) (d) :
Reduction in size of soil absorption system by 47%
The design of the system is to provide maximum feasible
compliance . The system consists of a septic tank a
proposed Y P
pump station, and a RUCK° filter stacked on a leaching field.
The vertical offset between the leaching field and the ground
water is 2' . The effluent is dosed four times a day based on
design flow to the top of the RUCK® filter. The RUCK° filter
provides 4' of effective depth above the leaching field.
Please find enclosed a series of charts showing the
removal capabilities of a RUCK° filter in Lunenburg, MA. The
RUCK° CFT filter is also dosed by pumping. The table of
Removal Rate of Fecal Coliform shows the count of removal
rate of fecal coliform at the RUCK° CFT system at Lunenburg,
MA. The counts have not been taken every month. There have
been 22 testing events since August 1999 . A grab sample was
taken from a sampling port just beyond a RUCK® filter. The
samples are gathered and transmitted on ice to a DEP
certified testing lab. The removal rates varied for fecal
coliform but the removal rates are very high. The average
fecal coliform count in the untreated wastewater varied from
a high of 21, 000, 000 (CFU/100 ml) (colony forming unit per
100 milliliter of effluent) to a low of 2 , 100, 000 CFU/100 ml .
The removal rate varied from 99, 379% to >99, 999% . The RUCK°
filter effluent had counts of fecal coliform from 20 CFU/100
ml to a high of 11, 900 CFU/100 ml . The average count was
1421 CPU/100 ml . The median count was 100 CPU/100 ml . The
performance since January 1, 2001, has been excellent with
all counts except one have been 100 or less CFU/100 ml .
Barnstable Board of Health - 3 - January 30, 2002
The removal rate shows an indication of some influence
of temperature in that the fecal coliforms counts in the
RUCK® effluent do seem to increase in colder months . The
flow over the time period had increased but not dramatically.
The filter was initially used in September 1998 .
The RUCK® filter does remove some total nitrogen from
wastewater. The enclosed charts show the concentration of
Total Nitrogen in RUCK® filter effluent . Total nitrogen
concentration is the total of TKN, NO2 and NO3 . The average
TN concentration is the concentration of 23 . 6 mg/l . The
final TN concentration is always predominantly NO3 and rarely
has any TKN concentration. It is thought that there are
micro-environments in the RUCK® filter that are the sites
for denitrification. The influent total nitrogen is about 40
mg/l . The RUCK® CFT filter has removed about 40% of the
total nitrogen.
The RUCK® filter also removes phosphorous . The total
phosphorous in the raw wastewater averages 6 .4 mg/l . Average
final effluent concentration of total phosphorous is 0 . 9
mg/l . The median concentration of total phosphorous is 0 . 7
mg/l . The average removal rate is about 89% . The
phosphorous removal rate will most likely degrade with the
age of the filter.
The standard for variance is that the applicant must
prove that the enforcement of the provisions of Title 5 would
result in manifest injustice and the level of environmental
protection is the same as strict application of Title 5 . The
provision of the proposed RUCK® filter does provide a level
of environmental protection better than a proposed Title 5
system in that the RUCK® filter provides high removal of
pathogenic bacteria, removal of 40% of total nitrogen and
removal of over 85% total phosphorous . The projected effects
on the environment are less than a Title 5 system 100' from a
wetland in that there is little or no nitrogen or phosphorous
removal in a Title 5 system. A Title 5 system does provide
for excellent removal rate of pathogens . However, the system
also provides for the additional 2' below the leaching field.
This should provide for an additional 99% removal rate .
In an effort to understand the effects of the proposed
system on the environment, we have installed monitoring wells
shown on the enclosed plan. Monitoring wells were installed
by hand. The well screens were install so that a portion of
Barnstable Board of Health - 4 - January 30 2002
the screen is on the vadose zone . Water levels were observed
and water table contours shown. The water table is in a
southwesterly direction. The water table varies in elevation
with the slope of about 0 . 0056 or 56/100 feet in 100 feet .
The shallow soils are horizons of sandy peat and a hard pan
overlapping coarse sand. The removal of the shallow soils
beneath the soil absorption system will allow the final
effluent to drain into coarse sand and cobbles . The effluent
will mix with the. groundwater and most likely reach the pond
waters . The upper horizons of the soil do not allow water to
move freely. If the upper layers of the soil are consistent
and continuous under the pond, the impacts of the effluent
will be further mitigated in -that the hard pan soils will
provide further filtering and the organic peats provide
natural denitrification. Even if those soils are not
continuous, the primary pollutants and bacterial
contamination are reduced by the proposed system and the
impact on the pond will be insignificant since the impacts
will not be capable of being measured.
The construction of the filter does require relief from
setbacks . The plans call for a series of steps to provide
suitable physical barriers to eliminate any potential
contamination.
The Board of Health has approved an alternative system
at this location for graywater and a holding tank. The
construction of this system requires specific approval from
Department of Environmental Protection (DEP) under the
provisions of Title 5 .
If you have any questions, please call or write me .
Sincerely, /
HOLMES AND
Michael B. McGra fthP,,.E/, P.L.S .
President
MBM/gd
Enclosures
cc: Mr. Paul Moore
RUCK CFT AT THE WOODLANDS, LUNENBURG
Removal Rate of Fecal Coliform
FROM WASTEWATER AT THE WOODLANDS RUCK CFT
SYSTEM.THIS IS RUCK FILTER EFFLUIENT
Influent Effluent
DATE Pump Chamber RUCK Sampling Port Removal Rate
(Fecal Coliform/100 ml)
08/26/99 2,200,000 4,100 99.814%
09/22/99 2,500,000 20 99.999%
10/20/99 2,825,000 11,900 99.579%
11/17/99 3,970,000 510 99.987%
12/20/99 3,525,000 3,400 99.904%
01/31/00 2,100,000 1,410 99.933%
02/29/00 3,100,000 3,700 99.881%
03/31/00 6,700,000 100 99.999%
08/17/00 7,500,000 100 99.999%
09/13/00 19,000,000 100 99.999%
10/19/00 7,900,000 100 99.999%
11/15/00 6,500,000 300 99.995%
12/20/00 8,000,000 5,750 99.928%
01/30/01 2,300,000 100 99.996%
02/23/01 2,600,000 100 99.996%
03/27/01 6,800,000 100 99.999%
04/19/01 11,000,000 100 99.999%
05/23/01 3,500,000 100 99.997%
06/21/01 4700000 300 99.994%
07/17/01 3700000 100 99.997%
08/28/01 3300000 100 99.997%
09/27/01 9200000 100 99.999%
10/30%01 21000000 100 99.99952%
HIGHEST 21,000,000.0 11900 99.99952%
LOWEST 2,100,000.0 20 99.57876%
AVERAGE 6,257,391.3 1421 99.95598%
MEDIAN 3,970,000.0 100 99.99697%
RUCK CFT AT THE WOODLANDS, LUNENBURG
CONC. OF Total N
IN RUCK CFT FILTER EFFLUENT
DATE TN (mg/1)
10/19/00 30.0
11/15/00 26.0
12/20/00 16.0
01/30/01 15.1
02/22/01 21.0
03/27/01 15.1
04/19/01 16.6
06/21/01 16.6
07/17/01 24.0
08/28/01 31.5
09/27/01 33.0
10/30/01 38.0
MAX 38.00
MIN 15.05
AVG 23.57
MEDIAN 22.52
RUCK CFT AT THE WOODLANDS, LUNENBURG
REMOVAL RATE OF PHOSPHORUS
MUST BE BELOW 5 mg/I TO MEET STATE CRITERIA
DATE ANOXIC (mglo RUCK (mg/1
08/26/99 7.0 0.5
09/22/99 6.7 0.5
10/20/99 6.9 0.5
11/17/99 6.0 0.5
12/20/99 6.5 0.5
01/31/00 6.5 0.5
02/29/00 4.9 0.5
03/31/00 6.0 0.5
04/25/00 6.5 0.5
05/18/00 6.5 0.5
06/27/00 6.0 0.5
07/13/00 6.2 0.6
08/17/00 6.1 0.6
09/13/00 6.4 0.7
10/19/00 6.7 0.8
11/15/00 6.0 0.8
12/20/00 5.2 1.1
01/30/01 6.0 1.2
02/23/01 5.4 1.2
03/27/01 5.2 1.2
04/19/01 6.0 1.8
05/23/01 7.3 1
06/21/01 7.2 2
07/17/01 6.0 1.3
08/28101 8.0 1.3
09/27/01 7.1 1.2
10/30/01 8.7 0.7
MAX 8.7 2.0
MIN 4.9 0.5
MEDIAN 6.4 0.7
AVG. 6.4 0.9
'I
Date February 28 , 2002
Barnstable Board of Health
200 Main St
Hyannis MA 02601
Dear Board Members
t I am writing to inform you of our request for variances from the State Environmental
Code Title V, and from local Board of Health Regulations in regards to our new septic
system which will be installed at #27 Nye ' s Neck Road, Barnstable, MA
We are requesting a variancefrom310' CMR 15. 211(1) 1 . Distance from wetlands to
a soil absorption systemfrom oDistance from
cellar wall to a SAS from 10' to 5' . 3. Distance from a cellar wall
to a septic tank from 10,tn 5t IL Distance from a nrnpL rty
line to a SAS from 10' to 5' . 5. Distance from a septic tank
to a wetland from 25 ' to 17' . 6. Distance from surface
water to a SAS from 50 to 45 Distance from retaining
wall to a SAS from 10' to 5 ' . 8 . 310 CMR 15. 404(2) (d) reduction
in size of SAS by 47%.
The Board of Health meeting will be held on Tuesday March 19, )2002 3t
7:00 p.m., or as soon thereafter as practicable at the Second Floor Conference Room,
New Town Hall, 367 Main Street, Hyannis; MA.
The letter is to serve as an official notification to abuttor(s).
Sincerely yours, /
Name
Q:heal thhvptiles\abbutor
1 I
r
DATE:TME E C
®® s7— Shk Z_—
OF T� 9"e '�r ��;, :.. ,,� �
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BARNSTABLE, MAR - 1 2002
FEE:
MASS.
9 1639. `0�'� REC. BY
Ai6k66k,TEo�� Town of
SCHED. DATE*M�3
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,M.S.P.H.
Wayne A.Miller,M.D.
VARIANCE REQUEST FORM
LOCATION �.
Property Address: #� 'sy���-2
Assessor's Map and Parcel Number: 2 5s— Z� Size of Lot: ere 70
Wetlands Within 300 Ft. Yes tom' Business Name:
No Subdivision Name:
APPLICANT'S NAME:,-:5Fo C�rVE�l'O Phone
Did the owner of the property authorize you to represent him or her? Yes ✓ No
PROPERTY OWNER'S NAME CONTACT PERSON t A
Name: OC�r r� Name:
Address: 9 Address:w Z�454L•
Phon : Phone:
VARIANCE FROM REGULATION(L'tReg.) REASON F VARIANCE a att c if,more sp ce neede 1
0i 7 J
a at WvY
h
NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ epair of Failed Septic System 4
Checklist(to be completed by office staff-person receiving variance request application)
Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense
(for Title V and/or local sewage regulation variances only)
!NYI,A Full menu submitted(for grease trap variance requests only)
Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same
owner/leasee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems
[only if no expansion to the building proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR APPRO Wayne A.11 filler,M.D.
�S �2 tod S wit, G5
Q:\HEALTH\ PFIL VARIREQ.D C /I/
P 339 578 938
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T -A
P��FTHE Tay Town of Barnstable I
y� �•A I
Regulatory Services
* BARNSTABLE,
y MASS. g, Thomas F.Geiler,Director
A'fo►��6. Public Health Division
Thomas McKean, Director
367 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
-- 1 2�'j ZOO v
Mr. Scott Cordeiro
50 Burreil Street _ �QZ3 ! N
Melrose, MA 02116 'w q
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
The septic system owned by you located at 29 Nyes Neck Road, Centerville was
discovered to be malfunctioning on or about February 11, 1997, more than three years (3)
ago. Variances were granted by the Board of Health to replace the system on February
20, 1997 and a disposal works construction permit was finally obtained on February 18,
1998.
According to 310 CMR 15.00, Title 5, a failed or malfunctioning septic system shall be
repaired within two (2) years of discovery. To date, our records indicate that the septic
system was snot repaired or replaced
u are directed to hire a licensed septic
You ed s s pt� system installer to install the system
components within forty-five (45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OFT E BOARD OF HEALTH
T omas A. McKean, R.S., C.H.O.
ks/q:cordeiro
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
February 21, 1997 Ame H.ojala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
Thomas McKean, R.S.
land court B David C.Thulin,P.E.
surveys Barnstable Health Department
367 Main Street
Hyannis, MA 02601
site planning
ref. Mulaire, 29 Nye's Neck Road, Centerville
sewage system Dear Tom:
designs
Enclosed are 2 revised plans for the above-referenced location. We
have revised the plan to show the proposed new well to be 102' from
inspections the graywater system, rather than 93' as approved Tuesday night. We
wish to avoid having to file for the variance from DEP!
permits We re-routed the dirt drive a small amount to avoid the proposed
well.
Any questions, please-call.
Very truly yours,
arah B. Ojala
Down Cape Engineering, Inc.
I•
p tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cape eia fineerift f
civil engineers& land surveyors
structural design February 11, 1997 Ame H.OJala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
Barnstable Board of Health
land court 367 Main Street David C.Thulin,P.E.
surveys
Hyannis, MA 02601
site planning Dear Board Members:
The attached filing is for the Mulaire property, 29 Nye's Neck Road,
sewage system Centerville.
designs
The following is a list of variances requested:
inspections Town of Barnstable:
10/22/74 Leach field (graywater only) to be 93' to
permits proposed well (57' variance required)
12/22/85 Use observed high groundwater (as referenced
to Wequaquet Lake herring run benchmark) with
no groundwater adjustment calculations used
5/26/83 Leach facility to be 24' to wetland and 50'
to water edge of pond (76' and 50' variances
respectively required)
Title 5
"Maximum Feasible Compliance" 15.405
1 a+b: Reduction in system setbacks to property line
and foundation
1 f : Reduction in system setbacks to wetland
1 i : Reduction in groundwater separation
Reason for variance:
After considerable time, research and discussions with various town
officials, we have come to the conclusion that the simplest, least
expensive and most environmentally sound solution for the disposal of
effluent in this area appears to be a graywater leaching system with
either an "Incinolet" or "Storburn" incinerating toilet. We have
researched the F.A.S.T. , Ruck, Clivus, Bioclere, and tight tank
systems. The incinerating toilet with graywater disposal system
appears most suited to this situation: small area and seasonal use.
Coupled with the fact that Town sewer is planned in the near future,
9
this seems to be the most reasonable and environmentally friendly
alternative.
Due to anticipated seasonal use, and the fact that it is a graywater
leaching field only, we are requesting that the separation between
the bottom of the field and high groundwater (referenced to the
benchmark at the Wequaquet Lake herring run) be 2.51 . This system
will still require a concrete breakout wall, but at a reasonable 1.5'
to 2' high. Certainly this system is a vast improvement over what
exists there now (cesspool in groundwater) . Additionally, the
proposed well will be 93' from the graywater leaching system - again,
a vast improvement over the situation that exists.
No addition of habitable space is proposed. This is a real estate
transaction with the owner taking a somewhat risky chance in a system
that, though it is certainly user- and environmentally-friendly and
is proven technology, getting a potential buyer to accept such
responsibility for the disposal of their waste is another matter.
However, due to the much-appreciated assistance of Rick Judd at the
County Health Department, the Mulaires are convinced that this is the
way to go for such a unique area.
Very truly yours,
�Q
A-r'� '`�'O�
Arne H. Ojala, PE, PLS
Down Cape Engineering, Inc.
cc: Victor and Bobbi Jo Mulaire
`16 TOWN OF BARNSTABLE
THE I.
OFFICE OF
DA111flTADL i BOARD OF HEALTH
HANG.
moo 1639. `ie°j 367 MAIN STREET
\_ �I NA HYANNIS,MASS.02601
February 20, 1997
Arne H. Ojala, P.E.
Down Cape Engineers
939 Main Street
Yarmouth, MA 02675
RE: 29 Nye's Neck Road, Centerville
Dear Mr. Ojala:
You are granted variances on behalf of your client, Victor Mulaire, to install an "incinolet"
electric toilet and an onsite sewage disposal system at 29 Nye's Neck Road, Centerville.
The variances granted are as follows:
• Town of Barnstable Board of Health Part XI SECTIONS 2 AND 3:
To install a leaching field only 102 feet away from an onsite well, in lieu of the
required 150 feet separation distance.
• Town of Barnstable Board of Health Part VHI SECTIONS 1.00 and 10.00:
To install a leaching facility only 24 feet away from a wetland located to the north
and only 50 feet away from a wetland located to the south of the parcel.
• 310 CMR 15.405, State Environmental Code, Title 5 (Maximum Feasible
Compliance):
la To reduce the separation distance between the soil absorption system and
the property line to five(5) feet in lieu of the required ten (10) feet
separation distance.
lb To reduce the separation distance between the soil absorption system and
the foundation to five (5) feet in lieu of the required twenty (20) feet
separator distance.
If To install a soil absorption system only 24 feet away from a wetland in lieu
of the required 50 feet separation distance.
ojaW
s
11 To install a soil absorption system only 2.3 feet above the maximum
adjusted water table elevation in lieu of the required five(5) feet vertical
separation distance required.
The variances are granted with the following conditions:
(1) The applicants shall obtain a well construction permit prior to installing a new well
(2) The well water shall be tested for all the parameters required within the Board
Health Private Well Protection Regulation. of
(3) The designing engineer shall supervise the construction of the septic system and
accordance with the submitted plans dated February,11,
shall certify in writing to the Board of Health that the system was installed in strict
1997.
(4) The health inspector shall not issue a certificate of compliance until after the above
letter is received from the designing engineer.
The variances are granted because the existing cesspool, which receives both raw sewage
and grey water, is located less than 65 feet away from the onsite well and is, in all
probability sitting in the groundwater.
The replacement system is designed
g to receiv
e o
feasible my grey water and me sable compliance meets them '
ance requirements maximum
P q irements contained within Title 5 the S
It i State En
s the opinion Environmental
p of the Board that the proposed system will alleviate a source of Pollution
to the groundwater in the area.
Sincerely yours,
Can G. Rag OR.S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
ojaW
1
BOBBI JO FQEE MULAIPE
193 Westport Road • Easton, CT 06612 Tel. 203 452-8430 • Fax 203 261-8445
Ms. Sarah Rooney
Down Cape Engineering
939 Main St.
Yarmouth, MA 02675 Jan 22, 1997
Dear Sarah,
Following up on our last discussion concerning our cottage on Nyes Neck, I would
like to confirm at this time,that I have decided to go ahead with the INCINOLET Electric
Toliet system I will be placing an order on Monday January 27, 97 for direct delivery to
the property.
I hope you have had an opportunity to progress on the design of the gray water
system now that we know what direction we are headed in. I forsee some objections by
potential buyers to the Incinolet system, however this is a special piece of property, with
special needs. In consideration of the surrounding environment, this is our BEST solution
to a necessity.
Once again, thank you for all your guidance and support through a difficult situation.
Good luck to us all in gaining support for our plan with the Board of Health. We have
done the best we can! Looking forward to hearing from you soon.
U Truly,
obbi Jo Fr a Mulaire
AprV--24 BARNSTABLE HEALTH DEPT 5087906�:',04 P.02
DATE:5-1 C cf
aaaxsrABLI1 '
,KASK Town of Barnstable REC BY
to nay"
Board of Health
367 Main Street,Hyannis MA 02601
Office: 508-790-6265 S:san G R.-A,R.S.
FAX 508.790-6304 Su,mer t.aui aan,M.S.V.9
Ralf i A.Murry`y,M.D.
VARIANCE FEU .ST FORM
LOCATION
Property Address: <� /�/T i
/Ve_fh 116.68F+t Ems}- 13X.50 F+
Assessor's Map and Parcel Number: 233U Size of Lot: ,�.Iy,._ G-7,7�G1.,Cf
�� WPS�'r� .tom
Wetlands Within 300 Ft. Yes _� Subdivision Name:_
No
Business Name:
APPLICANT CONTACT PERSON
Name: Sti��f t�P_c1, :ii y Name:
Address: _ U Bij;-r e-I Si-. njej(-v_SC, MA Address:
Phone: _033) 79Li- -33`i3 Phone: (9-7$ -79L' - 8333 _
FAX:__ (9-7 8) 79q— 3302 FAX:_ Q. �) '7 in,L+ - O-7
VARIANCE FROM REGULA.T10V(List Res.) REASON FOR VARIANCE(May attach if more space needed)
:ase,7 i ',5 10� Ff t l� Drco�rl5rr� i'12�x% to �1 1 `mac f ,tc OCc4ed
crm The- <�e-+es__n- e �hCJ-we r�itrlQCP.-L.
-- 06seevart hh ,ah vynFol le�eas_(c__rrv�zie
�t1J�-�13L.IC.� W ta'n�Lb�
-Et' h' p,1 Ville!+�(:36't.5b
t;'ltecklist(to be completed by office staff-person receiving variance request application)
_ Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variances only)
Variance request application fee collected(no roe rot laesvard modification iauwals.greuc tnp variance renewals(ume ownerLeaxc only],ou5ide
dining variance rcrn-Rli(some owner. uee only;,and vorianca to taps;anted teavege dispose!systems[oily if no expansion b the huildrng proposed))
I Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G. Rask,R.S.,Chairman
NU-APPROVED Sumner Kaufinan; M.S.P.H.
REASON FOR DISAPPROVAL Ralph A.Murphy, M.D.
Q:�WP;VARIREQ
mcgrath, Inc.
-- -nd land surveyors
r
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233-22-1 Moore-201201
Samuel V and Ruth J Nablo Trs
Nablo Realty Trust
CO 16 Quail Run
Acton MA 01720
C3Postage $ F A O
rl Certified Fee 2- 10
-Postmark
S Return Receipt Fee �Here S
p (Endorsement Required) 1. 50 D
OO Restricted Delivery Fee
(Endorsement Required) _ N� ti
C3 Obi
r q Total Postage&Fees
:n
rU Sent To
Street,Apt.No.;
O or PO Box No.
-----------------------
N Ciry,State,21P+4
2001
Certified Mail Provides:
o A mailing receipt
o A unique identifier for your mailpiece
to A signature upon delivery
o A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail
o Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
to For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811�to the article and add applicable postage to cover the
fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for.
a duplicate return receipt, a USPS postmark on your Certified Mail receipt is`
required.
to For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
o If a postmark on the Certified Mail receipt is desired,Please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,January 2001 (Reverse) 102595-01-M-1049
E
233-18 Moore-241201
Wayland Vaughan
IT, 117 South Skytop Dr
a Edinboro PA 16412
C
CID
—0 I Postage $ F,O . 3 4 r�
a Certified Fee 2. 10 ��
[T�tmark
� Return Receipt Fee Hery
O (Endorsement Required) 1. 50
O �a
O Restricted Delivery Fee
(Endorsement Required) — s
O Total Postage&Fees $ 3. 94 S
Ln
M Sent To
rl t,----------'-----------------------------------------------------------------------------------
Stree Apt.No.;O
O or PO Box No.
r- City,State,ZIP+4
PS Forin 800 January 2001 .
Certified Mail Provides:
o A mailing receipt
G A unique identifier for your mailpiece
n A signature upon delivery
o A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
o Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
n For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
o For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the maiipiece with the
endorsement"Restricted Delivery".
e If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,January 2001 (Reverse) 102595-01-M-1049
233-19 Moore-201201
William A Rosengren and
o Frederick V Rosengren
M � PO Box 6
Centerville MA 02632 7
CID
O Postage $ . 34 �P�Mor ,
r� Certified Fee 1 ,
2. 1 0 Postmark 9
Return Receipt Fee e Here O
O (Endorsement Required) 1• 50 �/7 U ''
C3 Restricted Delivery Fee ?O� O
(Endorsement Required) —
� Total Postage&Fees $ 3• 94 GSps
M Sent To
-------------------------------------------------------------------------------------
C3 Street,Apt.No.;
or PO Box No.
�- City,State,ZIP+4
--------------------------------------------------------------------------
PS Form
:00 January 2001:
Certified Mail Provides:
o A mailing receipt
o A unique identifier for your mailpiece
C A signature upon delivery
n A record of delivery kept by the Postal Service for two years
Important Reminders:
n Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
o Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
o For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
o For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
to if a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,January 2001 (Reverse) 102595-01-M-1049
233-20 Moore-201201
Scott Cordeiro
�. 94 Grant Ave
Medford MA 02155
•0 Postage $ . 34
A
r—1 Certified Fee 2. 10
UT`y
C ostmark
Return Receipt Fee //Here 9
p (Endorsement Required) 1• 50 �7�JJA O
C3 Restricted Delivery Fee
(Endorsement Required)
ra Total Postage&Fees $ 3. 94
G
2
Ln SAc
rU Sent To
Street,Apt.No.;
-----------------•-------------------
O or PO Box No.
r- City,State,ZIP+4
------------------------------------------------------------------------
I'�� • 800 JanUary 2001 -for instru6t$ons
ail
Certified Mail Provides:
o A mailing receipt
o A unique identifier for your mailpiece
o A signature upon delivery
o A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.,
o Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
o For an additional fee,a Return Receipt mar be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
o For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
n If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,January 2001(Reverse) 102595-01-M-1049
d SENDER:
v ■Complete items 1 and/or 2 for additional services. I also wish to receive the
0 ■Complete items 3,4a,and 4b. following services(for an
d ■Print your name and address on the reverse of this form so that we can return this extra fee):
card to you. ai
■Attach this forth to the front of the mail piece,or on the back if space does not 1. ❑ Addressee's Address Z
■permit.
Receipt Re uested'on the mail piece below the article number. d
d p a p 2. El Delivery rn
« ■The Return Receipt will show to whom the article was delivered and the date E.
delivered. Consult postmaster for fee.
01
-a 3.Article Addressed to: 4a.Artic"umber d
E 4b.Service Type .'
c°� ❑ Registered 't`Certified ¢1
fn orl
to ❑ Express Mail ❑ Insured c 1
w `Io/-720 ❑ Return Receipt for Merchandise ❑ COD
a7.Date of D livery
z 01
p5.Received By: (Print Name) 8.Address e's Address(Only if requested
¢ and fee is paid) t
gr 6.'Signature:,, ddres a rAgent) ~
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'PS Form 391,1, December 1994 Domestic Return Receipt
Is ,
UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid
USPS
Permit No.G-10
• Print your name, address, and ZIP Code in this box •
Down CaPe Engineering, Ire.
939 Main St. -- Suite C
Yarmouth Port, MA 02675
�� Hk113111111i1141111113i3111111311111111111111311111111111111
` SENDER:
v_ ■Complete items 1 and/or 2 for additional services. I also wish to receive the
,
ii ■Complete items 3,4a,and 4b. following services(for an
awl ■Print your name and address on the reverse of this form so that we can return this extra fee):
card to you.
■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 2
permit.
■Write'Retum Receipt Re uested'on the mail piece below the article number. 6
d p a p 2. El Delivery v
■The Return Receipt will show to whom the article was delivered and the date C
delivered. Consult postmaster for fee.
c
a 3.Article Addressed to: 4a.Article Number a
Evv 2!� ' ✓LG 4b.Service Type a
!� /3 Z 0� ❑ Registered Certified
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❑ Return Receipt for Merchandise ❑ COD
7.Date of Deli;very
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W and fee is paid) i
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g 6.Signature: (Ad ressee gent)
X41� -
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PS Form 3811, December 1994 Domestic Return Receipt
1 'First-Class Mail
UNITED STATES POSTAL SERVICE'S 'Postage&Fees Paid
`� USPS
13P FEB --Permit No.G-10--_
• Print your name;==a- re`ss, and ZIP'Code,in this-tSox 0 -�
Down CapeEngineering, Inc.
939 Main St. — Suite C
YarMouth Port, MA 02675
i
SENDER: DELIVERYii
■ Complete items 1,2,and 3.Also complete A. Rece' ed by(Please P'nt Clearly) I B. Date of Deliver
item 4 if Restricted Delivery is desired. 3, g•�Z
■ Print your name and address on the reverse
so that we can return the card to you. C. Si re
■ Attach this card to the back of the mailpiece, Agent
X
or on the front if space permits. r/' /',"'I",�Addresse
delivery address different fr m item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery addr s below: �INo
i 233-18 Moore-201201 -
Wayland Vaughan
117 South Skytop Dr
Edinboro PA 16412 3. S ice Type
Certified Mail ❑ Express Mail I
.❑ Registered ❑ Return Receipt for Merchandisd
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article.Number(Copy from service label) -
t t It ;t tt1251�0` Q0�4 `j66118` 7123 _
PS Form 3811,July 1999 y_.._ neceipt tozsss-ss-M-iieg
II lI I . 1311 I jiff , 1 tlt
UNITED STATES POSTAL SERVIC ` P,,
_ a� _•. :Postage&fees_Faid.
ce q �S USPS-..- _
"Permit No. G-10
• Sender: Please printyou'n,ame'address, and..ZIP+4 in this box-'
I
holmes and mcgrath, inct a_
200 main St., Ste 201
falmouth ma 02540 Z
" I
o'� III,IIIIIII;I III IIIIII fill 11l1111111n1ItI11111111�.��Il�I�1�I
+
COMPLETE •
■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. a Delivery
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse C. Signatuf
so that we can return the card to you. 1
■ Attach this card to the back of the mailpiece, X ❑Agent
or on the front if space permits. ❑Addresse
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: ❑ No
233-22-1 Moore-201201
Samuel V and Ruth J Nablo Trs
Nablo Realty Trust 1
16 Quad Run 3. Sep4ce Type
YJ Certified Mail ❑ Express Mail
Acton MA 01720 ❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number,(Copy from se,
01 i
2 5",10 0'O D 4 i i 10 6`B ?1 B b t +
PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
USPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
r
_ -T ,
holmes and mcgrath, inc i
200 main St., Ste 201 f
falmouth ma 02540 / 8
it Z ll�ttfflll�17.41!!1ll�II!!itIIII�11t�flll!!!!'I!1!I!!l1�11i1�1F
7
COMPLETEi SENDER: •N COMPLETE THIS SECTIONON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery
item 4 if Restricted Delivery is desired. S-;
■ Print your name and address on the reverse C nature
so that we can return the card to you. ❑Agent
■ Attach this card to the back of the mailpiece,
or on the front if space permits. ddressee
Is delivery address diffe ent frorm item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: ❑ No
233-19 Moore-201201
William A Rosengren and
Frederick V Rosengren
PO Box 6 , 3. See Type
.ICJ Certified Mail ❑ Express Mail
Centerville MA 02632 ❑ Registered ❑ Return Receipt for Merchandise
T �Y ❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number(Copy from service label)
I 7001=. 2S1Q' 0004 1066 _7130
i� i11IIi i 1? l_ _
PS Form 3811,July,1999 111 1 j 1 1 j 1 Domestic Return Receipt �102595-99-M-1789
__ I
UNITED STATES POSTAL SER IGI i _f,,, . ,F _ F..irst-Class Mail
l� : O� Postage&Fees Paid.
USPS
P M J st�• �.- Permit No.G-10
• Sender: Please print your name; address;and ZIP+4 in this boz,•—
,
holmes and mcgrath, in MAR2 1
200 main St., ste 201 ;
falmouth ma 02540 '
f I'll%itI'i'"IIAII,,I,Illl fit,IiIIII till III 1111s1
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you. C. Signature
■ Attach this card to the back of the mailpiece, X ❑Agent
or on the front if space permits. ❑Addressee
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: ❑ No
I
233-20 Moore-2012gj*
ati.
Scott Cordeiro
94 Grant Ave ' 3. Se a Type
f Medford MA 02155 ' Certified Mail 0,Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes C^
2. Article Number(Copy from ser0
_ 700125100004_-1068 _7147
PS'Form,3811,July 1999 —Domestic Return Receipt 102595-99-M-17e9
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
LISPS
Permit No.G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
holmes and mcgrath, inc ,
200 main St., ste 201
falmouth ma 02540
i
14
SEPTIC PROFILE TEST HOLE LOGS
T.O.F. AT EL (NOT TO SCALE)
ACCESS COVER TO wrrHIN e OF FIN. GRADE ( ENGINEER:-- _fL 132 ACCESS COVER WATERTIGHT) TO
WITHIN C OF FIN, GRADE
(3lv7-14INIMUM .75- OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
WITNESS:
DATE:
RUN PIPE LEVEL 2' DOUBLE
FOR FIRST 2'
WASHED PEASTONE
F-7 � e
PROPOSED ORIFICES TC BE 3/Er To 5//8r
z
T%
GALLON SEPTIC -_7 PERC. RATE
s z Z_
j TANK (H-_'.2.
.,. I I ITT 00 -7 P#
CRUSHE� STONE OR MECHANICAL .005&--SLOPE
13 U CIYPv.�.0 t t�L fl,I.�,S,-,Q":
-T A% P�k vrl NO T)o"- I/ COMPACTION. (15.221 [2]) \
DEPTH OF FLOW \--3/4! TO 1-1/2" DOUBLE WASHE( STONE
RX)PE) TEE SIZES: (----% SLOPE) SLOPE) cr T
INLET DEPTH - LOCATION MAP
OUTLET DEPTH
ASSESSORS MAP PARCEL
LEAC H I N G
FOUNDATION— SEPTIC TANK - 6 — 10'- D' BOX FACILITY FLOOD ZONE
BUILDING ZONE:- -,-,,
66 jrlqTk,�a
-SETBACKS: FRONT
5 e io-0*-1 k- I SIDE -
aa RsF REAR
C�e.4j,2f I"t �"rG e-.L 5 • i L...n..,k
ii L A, gry jC440 4i-I T
.4 P.0
e *0
'To ',Aoflti_;
-
0!,A-f-4L 'Tv v,.Ne-T
I IL
°� `e � ,�� ki-,�.�*..,.�•r -rvi� � 1-10 (� . h��-t�„ h�T�t11 �c��t��1 C�... ._ ►� �
a/L7 I
A
-t Ij-rj fA.k4
N TES:
_
CEPT!C DESIGN`!: (CABBAGE 'nlsposcR IS
\ \ �` Fe- DESIGN FLOW: BEDROOMS (1�2 GPD) GPD 1 . DATUM IS
\ � \ \ �1P-+-��!:ti�� t USE A I-aLe GPD DESIGN FLOW: Ao'7a rzao,"e--n " A- 2. MUNICIPAL WATER IS
SEPTIC TANK: ! v GPD !�i---IGALLONS 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
USE A GALLON SEPTIC TANK 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H_L_
LEACHING: 5. PIPE JOINTS TO BE MADE WATERTIGHT.
6 6. CONSTRUCTION DETAILS TO BF IN ACCORDANCE: WITH MASS.
i -4- GPD
ENVIRONMENTAL CODE TITLE V.
Vol GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO HE-
-F USED OR LOT LINE STAKING.
-A
v- TOTAL: S.F. GPD 8. PIPE FOR SEPTIC SYSTEM 1-0 SCH 40 4" PVC.
-I,� -.L-
_rIL 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WIIHOUT
VL INSPECTION BY BOARD OF HEALTH AND PERMISSION ORTAINED
FROM ROARD 0r .l ( i'' �.� m.} L -_ L`>- _ `` "�j" t`' rt�_.-_ - - I R . • 1' HIEAITI�.
i-To
;A
"4i V V.A�: 4,4-t-A-a-1
0 I:_GEND
r L1�66__j PROPOSED SPOT ELEVATION
7
100X0 EXISTING SPOT ELEVATION
ic,
0:1 PROPOSED CONTOUR
SITE AND SEWAGE PLAN OF
EXISTING CONTOUR
BOARD OF HFALTH IN THE TOWN OF:
MA
<
-Ao t-A i L_ APPROVED DATE
PREPARED FOR.
0 210 (o- Feet
rA Xi" e_%.A
4.0.jz,
"'2
SCALE: DATE:
down cape engineering, Inc. j
1 'A Of
-34. -3 1.- 1�I I L, of 41,;
Of CIVIL ENGINEERS
ii ofc T ARM H.
..,AND SURVEYORS 14 CIALA
19 r,IVIL
*4-�At* PHONE 508--362--4541 (%A'A
1 bkl N,)
FAX 508-.-362--9880 T
u39 rnadn st. yarrnauth, ma 02676
I . - P.L.S. DATE
JOB# ell
CA FOIL TEST PIT DA TA: SEPTIC TANK DETAIL.• 1500 GALLON W,/A-100 ZABEL FILTER LISTRIBUTION BOX DETAIL- LEACHING FI E L� DETAIL: REVISIONS.•
IND TES'I IND1'CATL5 INDICATES
- 4. INLET AND OUTLET TEES TO BE CAST IRON 5• No. DESCRIPTION DA T
TEST PIT PERC TEST OBSERVED .NOT TO SCALE'
��CHED. 40 PW OR CAST-IN-PLACE CONCRETE. NOT TO SCALE No. OF OUTLETS- _ N 0 T TO S C:A i_E MODIFY S AS AFTER
GROUND RATER a--5" t1171 NOTES: SITE WALK MEETING
TEST PIT 1 TEES TO UNDER MANHOLE COVER A7THIN 12" FINISHED GRADE
NOTFxS' I_ SEPTIC TANK SHALL BE STEEL RA3fCVABLE - ..-2• WALLS 1. D25TWUMN BOX 719 IFT)VTAND H-10 1.
GRD. EL 40. 5 OF END HALL -� 1 -" � ADD BVAT LINES 11-24--00
RE1NPORC'ED CONCRET,, A7TH CO WR ` LOADINU UNLM UNDAR PA V"JYff D.RIi�JGS
G M EL 34. 5 THREE (3) 20" MANHOLES 5. RE OMMENDED APPRO APPROVED EQUAL
ER-A&O PRECAST + _ v 0-- SEPTIC' TANX ?17 ,If1K5'T41YD H-IO LOADDI� INC OR + ---" OR ?7?A1'RLED PAYS IIHRRRIN H-PO LOADING
FILL v •v:.v .. SHALL APPLY
6. TANK' SHALL BE EMBOSSEL? ATl'H SEAL T j � CAP ENDS
9" UNLSS UNDER PA DRIVELS" OR T I e' PROVVIlll.L1' IM.ET = OR Btrng 1f711:'RL' SLOPa'
TRI VBLd'D HAYS IIfiRRRDV H-ZO I,O,�1ArC ZNDJCATING CONFORMANCE A17H ASTM OF FBPr EXCEXW 0 08 FT/77 OR LW , V. o
4 PVC SCH 40 PERFORATED S= 0.005 IN GENERAL NOTES'
SHALL APPLY STANDARD C 12.27•--93. 18" n Mn ° n°• - ^° " * 6" EFFECTIVE
A SANDY LDAm PU&ZD SylTm / °�` � °�
®1.1TI.E'T MANHOLE COVER BROUGHT mr
° . o . ° e ° + « � DEPT?i THIS PLAN IS FOR DESIGN AND
10 3R 3/2 3 ALL PIPE CONNECT10,W AND CONC--- ?b B" OF FINISH GRADEs" s-6' DVL�75 S FLRS7' 710 FAT OF PIPE' OUT OF Dk'T � a `LE 'E -a ��, ems. � � CONSTRUCTION OF THE SEWAGE
RETE C,ONSTRUC-NON SHALL BE r 6" __
16 A'ATERTICHT �' '12" j[DN-3 JlAX � � brJX BE `"� DISPOSAL FACILITY ONLY.co vER , ALL CONSTRUCTION METHODS AND
B" ja 4` cPa d'1 0.6 aPa ° a 4. RAM N%a:'NDED NANUFAC URaR-R07gND0 I `1 J 0 -�SANDY LOAM IJ -0 --- -`��' ^ °r `�'` `� L 2" OR APPRO VED AV UAL
B� " ELEV.= 39.58 PROFILE 4" PERFORATED PVC SHALL HAVE A MATERIALS SHALL CONFORM TO MASS
10 YR 5/8 10 --0 SC!?'It��/ oN Lb'i�Lfqp� �A7�J STABLE BASE 5. ALL PIPE COAVVBCTM11i~S AND COArRMT MEASURE SLOPE AT THIS POINT. MAXIMUM ORIFICE DIAMETER OF 5/8" R E.P TITLE 5 AND LOCAL BOARD
)JUMINIMUM ORIFICE DIAMETER OF 3/8".
26 e 13" �_4• LX'VA'L PLAN �, B, YW 8/4, 7t7 COVSTRUC7"N SHALL BE WA7ERMH7 t5' MIN. C-ERN FILL OF HEALTH REGULATIONS.
C� SANDY LOAA! _- ___� __-. 1 1/2" S71?Nl!' _ LOAM k SEED
2.5 Y 6/6 Lf 7EZABE ALL PIPES SHALL BE 4" PVC
o. � •T TEE
:i : a 2% MIN INISH GRADE
SCH 40 OR EQUAL.
FI rER o [_ __ 1/2•--.-_ 9 MIN) THERE ARE NO KNO WY WELLS
�7RA! _ vl a 4'-0" AUN. r�X `n �O r s-5' zNLE7s-_ __ M Ax 3 ---�-- a __�r o $. 44 '�3,
LOCATED WITHIN 50�FT OF THE
" yAVUM DAPTA SupPoA?r Pleatc�Asf 5-�" 0 1 12 c y, y, = „ -2" MIN. OF 1/8" To PROPOSED LEACHING FACILITY NOR
WEEPING AT 72"-S?- 00 � � PR ST 12• �g" � �� . ,° �� � � � g, , -��B 6 � t/2' WASHED STONE ANY WELLS PROPOSED WITHIN 50 FT
�TYP� OF ANY KNOW'V LEACHING FACILITY
de ;_. , F ::��; �:_=. : : _ :. .'�: d _ I__. - ., 4TO 1-1/2" DOUBLE
_ e' 3 -0 4 -6WASHED STONE 5. THIS SYSTEM IS' NOT DESIGNED FOR
MEDIUM TO 6 MIN. 3j/4 TO �a BIO?7YJ.Y ON LEVEL STABLE BASE°�'a 6" - _
C2 " fTvO �-_____� q __�__ 40� CLEAR THE USE OF A GARBAGE GRINDER
COARSE SAND PRECAST SEPTIC TANK 1-1/2 S NE f,^//.z��'9 --�� , , � 7 ��- �---� T
OR CROSS-S1� YON VIEII , 15. 0' -- WITHIN LIMIT OF EXCA VA TION REMO '
2.5 Y 6/4 P1+�N- - MECHANICA.L.L Y - - CROSS-SBCTION CROSS-SECTION ALL TOPSOIL, SUBSOIL AND OTHER
MANY COBBLES COMPACTED - IMPERVIOUS MATERIAL
AND STONES N07E5• INVERT ELEVATIONS.' 7 REPLACE WITH CLEAN WASHED SAND
1 THE PROPERTY LINE AND TOPOGRAPHIC SURVEY" INFORMATION" MA OTHER CLEAN GRANULAR
SOIL SAMPLE / MATERIAL IN CONFORMANCE fYITH
N F WERE PROVIDED FROM THE 'EXISTING CONDITIONS PLAN OF LAND" 1 " INVERT A T BUILDING 39. 66 310 CMR 15.255.
IN BARNSTABLE, MASSACHUSETTS- PREPARED FOR DA VID W VANCURA �f f (j�) 39. BO EXISTING UTILJTI�S AS SHOWN ON
120" CAVING COMMONWEALTH OF MASSACHUSETTS AND PAUL D. VANCURA, BY CRAIG A VANCURA, PLS.; BO DENNISON 1 INVERT AT SEPTIC TA, THIS NG UTIZITL ARE APPROXIMATE.
BOTTOM OF PIT DIVISION OF FISHERIES & WILDLIFE ;`
AVENUE SWAMPSCOTT, MA. 01907; (617-592-7985); SCALE I " _ .20; I " INVERT AT SEPTIC TANK (OUT) 39 36 THE CONTRACTOR SHALL BE RESPON--
DATED., JANUARY 20, 1997 f " INV. AT DIST. BOX (IN) 39.,26 SIBLE FOR PROPER LOCATION AND
NIF' - THE COORDINATION OF PROPOSED
2. SEWAGE DISPOSAL SYSTEM AND EXISTING DWELLING FALL WITHIN I " INV. AT DIST. BOX (OUT) 39. 09 CONSTRUCTION ACTIVITY WITH DIG-
GARY RUSSELL DONNA alIORANDI
AR ar ern BY I ED WARD SPINDELL A 'ZONE II" AREA OF CONTRIBUTION SAFE AND THE APPLICABLE UTILITY
. AT LEACHING FACILITY ,MAINTAIN ANY EXISTING UTILITY INVERTS`
DA 02 25 00 SOIL�� -... � 3. BORDERING VEGETATIVE WETLAND LINES AND APPROXIMATE HIGH WATER COMPANY(S). THE CONTRACTOR SHALL
SAMPLE' / N _ _ OO LINE WERE FLAGGED BY FOREST & ENVIRONME11lTAL SERVICES. SYSTEM IN SERVICE. DIG-SAFE WILL
4 " INVERT AT BEGINNING NOTIFIEDBE ASCHUSE= STATUTE UTE CHAPTER MASS—STATE OF 2,
DA TUM' . 00 _ WF #100 LEACHING FIELD 39.08 SECTION 409 AT TEL 1--888-344-
7233. THE ENGINEER DOES NOT
VERTICAL DATUM. NG VD \WF ,�11 4 " INVERT AT END 39. DO GUARANTEE THE ACCURACY OF OR
T 6'4 O4 , LEACHING FIELD THAT ALL UTILITIES AND SUBSURFACE
BENCHMARK USED' TOP OF FOUNDATION (SEE PLAN) ELEV. 43 3 STRUCTURES ARE SHOWN. LOCATIONS
_ ELEVATION AT BOTTOM AND ELEVATIONS, IF ANY, OF
W E OF LEACHING FIELD 38._�50 UNDERGROUND UTILITIES ARE TAKEN
LOCAL VARIANCE: MAP 233; LOT 13 ` FROM RECORD PLANS. THE CONTR-
0.23 Ac. FROM ASSESSOR'S MAP � OBSERVED GRO UND WA TER ACTOR SHALL VERIFY SIZE, LOCATION
PART VIIl, SECTION 9. 00 INSTALLATION OF ONSIT'E SEWAGE DISPOSAL '?., _ \ WF' #10 S o, E1,E'VA TION T. P. 1 __ 34. 5 AND INVERTS OF UTILITIES' AND
SYSTEMS ON MARGINAL LOTS i EXIS'TING Op �, ( # ) STRUCTURES AS REQUIRED PRIOR
�--+ \�. WELL tb `� B z`-- .�'LEV. OF "BEARSE'S POND'°= 33. 5 717 THE START OF CONSTRUCTION.
REQUEST THAT THE 4 FOOT DEPTH OF N.4 TURALL Y OCCURRING ca -.� o AHW #1
o L
PERVIOUS SOIL ABOVE MAXIMUM GROUND WATER BF, WA.1 VED, y q o o � � T.P.�� WEEPING OBSERVED IN #1 NO CHANCES ARE TO BE MADE IN
tv o WF #101 h ,\ ' THE FIELD WITHOUT THE APPROVAL
PART VIll; SECTION 10. 00; SECTION 1.12 PLAN OF ONSITE SEWAGE OF THE BARNSTABLE BOARD OF
,ro
� o o � �-- p �� HEALTH AND THE DESIGN ENGLNEER.
DISPOSAL SYSTEM b �' '� ►b a_ `
REQUEST THAT ANY FUTURE RESERVE AREA BE LOCATED IN C ~' I PROPOSED
THE PRESENTLY PROPOSED SOIL ABSORP770N SYSTEM AREA n y HAY BALES , �, WF' #9 I qTr f ��\
C b AND/OP SILT FENCE 36 38 1 ' 11,T �"�T?'�+' �J,• �., " ! ka.S3
\ ,�.
PART VIII,• SECTION 10. 00; SECTION 1.2 CALCULATION OF �, �, � �
APPLICATION AREA: w < WILLIAM -4 ► .''p cIszE ,' .<
`-C '� ` cQ 37 ��'�, I DESIGN FLO X svP. ` '►aF's�l�x.►t .�'°�+�.
REQUEST THAT THE ADDITIONAL SIX INCHES AROUND THE +�-C� `y I /'� `ya .2 0 110 • ,220 . No. 339�T . -
� 1 \ �, .,. \ ' � ' � BEDROOMS A T G P B/D G P B
LEACHING AREA BE WAIVED. ,.� y �o . :� 4ti --"=
'� \ _220 GAL 1 DAY REQUIRED �StjJt�a /z-il-oo
TITLE' 5 YAh'IANCE. a WF #102 ti 35 34 AHW #2
WALLSI
.
5. 104.• PERCOLATION TESTING y SLOPE WG L / 36 ,39 STAIRS 33 3�'
•1 � PROPOSED
REQUEST THAT A SIEVE ANALYSIS BE USED TO REPLACE ' �"`�"" 37 ! REQUIRED SEPTIC TANK. PREPARED B Y
To
A PERCOLA TION TEST. 38 \ y 220 X 2 0 = 440 GAL.
F � � • ''� SEPTIC TANK PRO VIDEO
= 1500 _ GAL.
39 1 ® routh
40 �b y SIZE OF LEACHING FACILITY REQUIRED-
WF #103 ` �+ DESIGN PERC RATE. - 0. 74 MIN./IN. hore
PROPOSED 42 41 BASEMEN, SOIL CLASS_I >85X SAND
LEA CHING 1500 c4LLON 1 p, -�36 7-1 � WF �7 I � __ 0. 74 G.R D. S.F. LOADING RATE u r V e y
FIELD - --�. C1' IJT �, io �►n �k- 'Vo PROPOSED IMPERVIOUS BARRIER _ 220 _ 0. 74 = 297 30 S.F MIN. l
DVT `'~ TO BE INSTALLED AGAINST FOUNDATION AND WALL _ 25�' REDUCTION = 74. 32 S F. C C)I�S LI 1 t C`� I� t S, In c.
vTllnr�5 No BOX EXISTING (TO A DEPTH OF ELEVATION 34. 5') 09 7. 30 -- 74. 32 = 223. o S.F. �REGISTERED LAND SURVEYORS
DJ�STZ RBF.,I1 G4' TWO BEDROOM
\ AHW 3 SIZE OF LEACHING FACILITY PROVIDED & CIVIL ENGINEERS
LOCAL UPGRADE APPROVAL' 15. 405 PROPOSED I 5' DWE�NG '#
RETAINS ' ` USE LEACHING FIELD.- -
1 (a) REDUCE SETBACK FROM PROPERTY LINES FROM 10' TO 6' WALL I \ _ _ 167 R SUMMER STREET
'P OF WALL 30" I 8" DEEP X 15.0' WME X 15.0' LONG KINGS.TON, MA. 02364
1 (b) REDUCE SETBACK FROM FOUNDATIONS FROM 20' TO 5' VARIES FROM 40' � 41' /lo ,� � FT OP OF
1 (d) REDUCE LEACHING AREA B Y a257' FROM 29 7 S. F. TO 223 S° F �' 104 19. 3' ,�4 p43 3
1 (f) REDUCE SETBACK FROM BORDERING VEGETATED WETLANDS I ; ; 5 O- ' #6, AHW #4
_ -- -_ TOTAL LEACHING AREA= 225.0 SF --- -- PROJECT TITLE
FROM 50 TO 19. 3�- . ; ' i T.P. # ' +a7v� STAIRS AND SEASONAL DOCK -- -- SEWAGE DISPOSAL
TOTAL CA1_'ACITY- IB6.5 GALLONS PER DAY
1 (h) REDUCE ,SETBACK FROM PRIVATE WELL FROM 100 TO 63. 6 . 41 / 5' LIMIT OF \� \
O 39 _ -. EXCA VA TION 41 39 � \ N. T. S. SYSTEM UPGRADE'
40 _ 42 +1 �35 LOCUS MAP. DESIGN
8 / 40 ' IAHW #5AT
_ --
' 00„ EXIT 6-M.D CAPE HWY #40 N.YE:5 POINT WAY
PROFILE N.T.S.
/ BARNSTABLE, MA.
1
37 ' Syr 6 MAP 2=- LOT 13
WF00
EL-42.0t a-4,.ot 4,? #5 .� .�'
PREPARED FOR.
B Vr2Z AW- AHW , 6 f� DA VID W VANCURA
EL-43 V ff TOP OF FO UNDA TION
OUTLET COVER TO BEBI?OUGH f TO BE SET LEVEL FOR MIN. 2' WF #105 �; i lag OAK RIDGE CIRCLE
WITHIN B" OF FINISHED GRADE I �tiG, WE'YMOUTH, MA. 02188
.� W ELEV. = 43. 3t NG VD WF #4
2" MIN. ` EL-40.5t�rel�. .� -
4" PVC I EXISTING CESSPOOL DATE 03-13-00��
SO-4 (TO BE ABANDONED SEE REV 1 a
4• PVC 2"-,/e•-3/a• DOUBLE WASHED STONE' C� i I COMP. DESIGN. G.RUS,SELL -
4" P VC SCH 40
AS PER 15. 354) � �s 1 (",� '�' CHECK
y� i�
-3/4•-i 1/2• DOUBLE WASHED STONE V �' CHlil�1]. II•P SYL V A
INu<3sa.� WATk+ ZABEL ALTER I v-3o.3s -- Illy 38.D° / o N F SCALE, 1 10 PLEASANT � �G DRAWN.• G.RUSSELL
d• INV-39.08 I
I v-3s.so AND SUPPORT LEG I s ACT-�1M EL 3a50 _ ___. '' PINE VE
5 OUTLET COMMONWEALTH OF MASSACHUSETnS W' #3 Fr,ET .. FIELD CRAIG A. VANCURA, P.L S.
DIST. Box DI VISION OF FISHERIES & WILDLIFE 0 5 10 15 '0 25 NE K LOCUS
r GALLON INV-39.osa t W , APPRO VED G.RUSSELL
PRECAST CONCRETE HICk, WATER ELEV.". 34.5 BEAli�JG r7
D
SEPTIC TANK - wEEPINc IN PIT #1 / O RD LJOB
No. 6023SEPE 1 SHEET 1
PON ;...:.
No. 6023 of
12'-0"
24" DIAMETER ACCESS
COVERS SET TO FINISH
GRADE. COVERS SHALL I ��
\ BE WATER TIGHT.
PROVIDE MYE.RS
I FLOAT SWITCH CONTROL PANEL
LOCATE BELL. AND LIGHT
LOCUS
IN CLEARLY VISIBLE LOCATION V N YE S
STEEL REINFORCED PRECAST CONCRETE ON THE EXISTING BUILDING ACCESS COVERS SET (n
BELL TO FINISH GRADE. 4'
PLAN VIEW Z
LIGHT PRECAST CONCRETE C ,�' i
' n BE-.4f�SE
4" TANK RISER.
4" POND "
24' REMOVABLE COVERS '
\ I
6 N/F 0
�`
J, W7 '�` WILLIAM A. ROSENGREN &
MYERS
MFS
SERIES 0. FREDERICK V. ROSENGREN
SERIE Z � � �
MECHANICAL W6
0 FLOAT MERCURY
BORDERINGSWITCH
(o O 3/5 ,ilr< VEGETATED EXISTING CESSPOOL
LEVEL VV8 ILL � '� TO BE ABANDONED �
�- � WETLAND � & REMOVED
I
6 w9 ,►� STONEY
" � W5 � � �
'�` P T. '
12'-0"
W10 W11 S85'43'00"E � W13 IRON CROSS—SECTION ND—SECTION 18.68, o FOUNDIP�IIIc -------- -"
BORDERING N
W12
.H r iT�ri�
TYPICAL 2. 000 GALLON TIGHT TANK ,,� SHED�`
W N EXISTING WELL
•
APPROXIMATE 1 , , i ^ !yy O O
OY O. •�7„� LOCATION
NOT TO SCALE
VEGETATED W3 LAWN
37.�x �O• CLEMOLIT W15 CONCRETE BOUND
with DRILL HOLE
i__ 24.7' FOUND LOCU S MAP
TEMPORARY ---- j
CONTAINMENT j L—
N/F UNIT i i 37.3' PROPOSED RELOCATION
SAMUEL V. NABLO & o `______ EXISTING 1 1/2 FOR 7HE EXIS77NG SHED N 0 T TO SCALE
BUOYANCY CALCULATIONS RUTH J. NABLO STORY HOUSE 'SHED
o ^ EiMIT OF W RK F.F.=39.53/
T
,(ACME PRECAST 2, 000 GALLON H - 20 SEPTIC TANK) 0 • W2
LAWN
WEIGHT OF 2,000 GALLON TIGHT TANK = 22,310f LBS. WETLAND DECK N/F CONCRETE BOUND
BUOYANCY FORCE = TANK VOLUME x WATER DENSITY WAYLAND E. VAUGHAN & with DRILL HOLE
' 4 P F = 29 200f LBS. SAND x_ BARBARA A. VAUGHAN FOUND
12 x 6.5 x 6 x 62. C �I►�. > � e
RESULTANT FORCE = BUOYANCY FORCE — WEIGHT OF TANK '�` k o PARCEL 6 W16 No
29,200 — 22,310 = 6,890t LBS. STONE WALL oD 11,760f S.F. d
BALLAST REQUIRED GREATER THAN 6,890 LBS. W19
MIN. VOLUME OF CONCRETE NEEDED = 6,890 LBS./150 PCF = 46 CI= 36 0
USE 7.5' x 13' x 1' REINFORCED CONCRETE SLAB ON TOP OF TANK IRON PIPE 34 k o
= 14,625f LBS.> 6,890f LBS. O.K. FOUND W ANO k W17 rm
W1
24" removable covers COBBLED k W18 BORDERING
GROIN
First floor set to finished grade 4 vent ppe installed VEGETATED
to be waterproof and above roc. line + WETLAND
#3 REBAR 6" O.C. IN watertight. 3
BOTH DIRECTIONS. ��9 A �
BEA/QSE Z.f- k IRON PIPE
EXISTING FOUND
7.5' wide x 13' long x 1' thick PIER & POND
T2" reinforced concrete slab to FLOAT
S = 02 T offset buoyancy Qs EXISTING SEPTIC SYSTEM COVER
Li uid level "
6" 6� — - COBBLED 979X PROPOSED SPOT ELEVATIONS
Existing O ADJUSTED GROUNDWATER ------ a GROIN
--------------------
Foundation LO ESSTATA E 34.5BLISHED FROM SEPTIC TANK
� d:
MONITORING WELL 2,000 GA.
II
II
ALL E,'<ISTING SEPTIC NOTES
°' SYSTEvl COMPONENTS
C 5 H-20 SHALL BE REMOVED 1. HOUSE NUMBER: 27
\, Il, FROM SITE 2. ASSESSOR'S NUMBER: MAP 233 LOT 20
3. ZONING DISTRICT: RD-1
PROFILE I1, ,,I1, 4. FLOOD HAZARD ZONES: B
WETLAND 5. BENCHMARK: SEE PLAN
(NOT TO SCALE)
,, 11, DESIGNING ENGINEER MUST SUPERVISE 6. TOPOGRAPHIC INFORMATION BASED ON AN
INSTALLATION AND CERTIFY IN WRITING ON THE GROUND INSTRUMENT SURVEY
W11 ® THE SYSTEM WAS INSTALLED IN STRICT 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL
W13 ACCOROA 'OETOPLAN. GEODETIC VERTICAL DATUM.
w12 8. REFERENCE: PLAN BOOK 132, PAGE 147
DESIGN CRITERIA: ;
7.5 WIDE X 13 LONG � NOTICE
NUMBER OF PROPOSED BEDROOMS = 3 X 1' THICK CONCRETE 2,000 GALLON SHED Unless and until such time as the original (red) stamp of the
TIGHT TANK �II responsible Professional Engineer, or Professional Land Surveyor
TOTAL ESTIMATED DAILY FLOW = 3 BEDROOMS x 110 GPD/BEDROOM = 330 GPD SLAB (H-20 LOADING) i appears on this plan: g
REQUIRED TANK CAPACITY = 500% OF TOTAL DAILY FLOW = 5 x 330GPD = 1,650 GPD x,�7,j W14 (A) no person or persons, including any municipal or other
TANK SIZE PROVIDED = 2,000 GALLON > 1,650 GPD O.K. public officials, may rely upon the information contained herein; and
1\II, (B) this plan remains the property of Holmes & McGrath, Inc.
• ,YJ7.,3
� • `� � FILTER CLOTH
24�� WATER TIGHT v /23/02 RELOCATE EXISTING SHED R L R 44rl'.k V
.�7.,jX
STAKED HAYB4LES
ACCESS COVER DATE DESCRIPTION Drawn hecked
• (TYPICAL OF 2) V�'-- V NEW 4" DIAMETER `—'
TIGHT TANK NOTES. 4" VENT PIPE �—___ SCH. 40 PVC PIPE R E V I S I O N S
1. PROVIDE BELL AND LIGHT ALARM SWITCH AT THE THREE FIFTHS INSTALLED ABOVE 30 L.F.
ROOF LINE � PLOT PLAN
CAPACITY LEVEL OF THE TANK. THE BELL AND LIGHT ALARM -- TYPICAL CONTAINMENT AREA SECTION OF PROPOSED TIGHT TANK
SHALL BE LOCATED ON A CLEARLY VISIBLE LOCATION ON THE
EXISTING BUILDING. NOT TO SCALE PREPARED FOR
2. AT LEAST ONE 24" DIAMETER ACCESS COVER SHALL BE SET SCOTT C. CORDEIRO TR.
AT THE FINISHED GRADE. FOR PARCEL 20, #27 NYE'S POINT WAY
3. THE TANK SHALL BE WATER PROOF AND WATER TIGHT. THE EXISTING 1 1 �2 IN
MANUFACTURER SHALL CERTIFY IN WRITING THAT THE TANK STORY HOUSE CENTERVILLE BARNSTABLE, MA
IS WATER PROOF AND WATER TIGHT. F.F.=39.53 GRAPHIC SCALE
4. THE CONTENTS ENTERING THIS TIGHT TANK WILL BE SCALE: 1 "=20' DATE: MAR. 14, 2002 t' ur
DOMESTIC WASTE ONLY. NO OTHER COMMERCIAL OR NOTE 20 10 0 20 60
h of m es and m
INDUSTRIAL WASTE SHALL BE DEPOSITED INTO THIS TANK. civil engineers and land c surveyors rath, Inc. �`�
THE AREA OF EXCAVATION SHALL BE DE—WATERED BY IN �� ) 200 main street 508 548-3564(PHONE)
5. WHEN NECESSARY, THE CONTENTS OF THIS TANK SHALL BE INSTALLING WELL POINTS AS NECESSARY AND PUMPING
REMOVED AND DISPOSED OF BY A LICENSED SEPTAGE HAULER. THE GROUNDWATER TO A CONTAINMENT AREA. i inch = 20 ft~ falmouth, ma. 02540 508 548-9672 FAX
THE SEPTAGE SHALL BE DISPOSED OF AT THE TOWN OF BARNSTABLE
DRAWN: TMS CHECKED'
WASTEWATER TREATMENT PLANT OR OTHER APPROVED DISPOSAL SITE.
\M\MOORE 201201 201201TT.DWG JOB NO: 201201 DWG. NO.: 78-4-29A SHEET 1 OF 1