HomeMy WebLinkAbout0042 TONELA LANE - Health Tarnstable
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SHE Town of Barnstable Barnstable
���
Board of Health j Ol`a�j
aAR.4STABLE.
M • D
9 ASS. $ 200 Main Street, Hyannis MA 02601
�°Tfo M039.A't Aim 2007
OFFICE: 508-862-4644 Wayne Miller,M.D.
FAX:' 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
Miguel and Audrey Gomes, PO Box 341, Cummaquid, MA 02637
UPDATE
February 23, 2016
The Board of Yfealth had requested you appear before the
Board re: your CapsedI/A septic system maintenance
contract at 42 Tonela .cane, Barnstable . Tou had requested
this item be moved to the 9Vlarch 8, 2016 meeting.
As we have now received the paperworkand you are now in
compliance with your maintenance contract for your I/A
septic system, your presence is not needed at the 9Vlarch 8,
2016.
Thankyou.
HEALTH Phone 508-862-4644
Your item will not be heard at the March 8, 2016 Board of Health Meeting.
If you have any questions, please contact Sharon Crocker, Administrative
Assistant, Board of Health at 508-862-4739.
Thank you.
QAAGENDAS BOH\let Receipt of BOH Submission 42 Tonela Ln Barn Mar2016.doc
Message Page 1 of 2
Crocker, Sharon
From: Winston A. Steadman II [wsteadmanii@comcast.net]
Sent: Thursday, February 18, 2016 7:28 AM
To: Crocker a
Subject: R : 42 Tonela Lane, Barnstable 0 contract
Expires: Tues u ust 16, 2016 12.00 AM
Hi Sharon Yes to all, I received his check for the county fee yesterday. You should have a copy of the whole
contract, if you don't please let me know and I will'send it along. Thanks-Winston.
From: Crocker, Sharon [mailto:sharon.crocker@town.barnstable.ma.us]
Sent:Tuesday, February 16, 2016 9:50 AM
To: wsteadmanii@comcast.net
Subject: FW: 42 Tonela Lane, Barnstable 0&M contract
Hello Winston.
This page of the contract does not mention the (1)address. I know we spoke of 42 Tonela Lane and I
believe you had told me in the past that all your contracts are (2)for one year and then, (3) are self-renewing. (4)
Has the owner paid you for the services at this time? Please respond and confirm items (1)- (4). Thank you.
Sharon Crocker
-----Original Message-----
From: McKean, Thomas On Behalf Of Health
Sent: Tuesday, February 16, 2016 8:51 AM
To: wamdoc@verizon.net; Crocker, Sharon; Malkus, Karen
Subject: FW: 42 Tonela Lane, Barnstable 0&M contract
From: Emily Michele Olmsted [mailto:emilymichele.olmsted@barnstablecounty.org]
Sent: Friday, February 12, 2016 12:48 PM
To: Health
Cc: Crocker, Sharon
Subject: 2?onela Lane, Barnstable 0& contract
Good afternoon,-------
My name is Emily Michele and I work with the IA septic system tracking program with Barnstable
County Dept. of Health and Environment. I have been asked to forward the copy of the signature page
of the current operation and maintenance contract that owner Miguel,Gomes now has with All Cape
Environmental to Sharon, with whom I believe the owner has been in contact.
Therefore, from our end, this owner is now in compliance.
Should you have any further questions, I can be reached at (508) 375-6901.or by fax at (508) 362-2603.
I can also be reached via email at emilymichele.olmsted@barnstablecounty.org.
Thank you;
Emily Michele
Emily Michele Olmsted
Project Assistant
2/18/2016
IMessage * Page 2 of 2
BCDHE , .
fi;w, a r i:r_,�t 'YY ferS•lf e'r-Y_-i ri Errs a•-r
PHOr•,r,o`rE P-,c.::�`i cr.T- SYr, .1h i
Department of Health and Environment
Barnstable County, Massachusetts
PO Box 427
Barnstable, MA 02630
Email: emilymichele.olmsted@barnstablecounty.org
Web: www.barnstbblecountyhealth.org
Twitter: @BCHDCapeCod
Facebook: http://www.facebook.com/bchdcapecod
Tel: 508-375-6901
Fax: 508-362-2603
From: Rae, Anna I [mailto:Anna.Rae@bridgew.edu].
Sent: Friday, February 12, 2016 12:26 PM
To: Emily Michele Olmsted
Cc: 'WSteadmanii@comcast.net'
Subject: Schedule E
Sent on behalf of Miguel (Mike Gomes),
Hi Emily,
Could you please forward the attached document to the Barnstable Health Department,Attn. Sharon?
_ C
Thank you,
Anna Rae
Anna Rae
Staff Assistant
Administration & Finance
131 Summer Street
Boyden Hall, Room 100
Bridgewater, MA 02325
(508) 531-1207
e-mail: anna.rae@bridgew.edu
2/18/2016
Town of Barnstable Barnstable
Regulatory Services Department
1 I
� 3ARN3fABLE,
Public Health Division
A
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Richard Scali,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
CERTIFIED MAIL#7015 1730 0001 4990 4544
December 18, 2015
Miguel and Audrey Gomes
P.O. Box 341 ,
Cummaquid, MA. 02637
RE: Operation and Maintenance Contract for the Innovative Septic System
installed at 42 Tonela Lane, Cummaguid in the Town of Barnstable.
The Barnstable County Department of Health and Environment has informed us
that the operation and maintenance contract for your innovative/alternative
wastewater treatment system may have expired or was cancelled as of August
14, 2015. To date, they have not received evidence that you have entered into a
new Operation and Maintenance contract.
Therefore, we are writing to instruct you that the Massachusetts Department of
Environment Protection (MA DEP) and the Town of Barnstable require you to
keep an Operation and Maintenance (O&M) contract in effect at all times for your
system. Information about these requirements may be found at
http://www.barnstablecountvheaIth.org/ia-systems/ia-owners-guide.
The Barnstable County Department of Health and Environment oversees I/A
septic system management and compliance efforts for the Board of Health in the
Town of Barnstable. The Public Health Division is hereby contacting you to
inform you of the above requirement and to order you to comply. Accordingly,
please forward a copy of a signed contract via mail, fax or e-mail within
thirty (30) days of receipt of this letter.
Please be advised that if you do not respond within thirty (30) days of your
receipt of this letter by forwarding a copy of an assigned contract, you will
be scheduled to appear before the Board of Health at a show cause hearing
on February 9, 2016 to provide information relative to the required contract.
PER ORDER OF THE BOARD OF HEALTH
CUic ean, R.S. CHO
Agent of the Board of Health
CC: Barnstable Department of Health and Environment
f -
COMMONWEALTH OF MASSACHUSETTS
f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700
ARGEO PAUL CELLUCCI `
BOB DURAND
Governor
Secretary
.JANE SWIIPT LAUREN A.LISS
Lieutenant Governor Commissioner
April 9, 2001
Thomas A. McKean, Health Agent RE: BARNSTABLE--Subsurface Sewage
Board of Health Disposal-Proposed Variance to 310
P.O. Box 534 CMR 15.000 "Title 5 of The State
Barnstable,Massachusetts 02601 Environmental Code" for 42 Tonela Lane,
Cummaquid
And
Transmittal No. 201517
Miquel Gomes, Jr. Y_
42 Tonela Lane
Cummaquid,Massachusetts 02637
Dear Mr. McKean and Mr. Gomes: `
Pursuant to Title 5 of the State Environmental Code, 31O'CMR 15.412,the Southeast Regional =,
Office of the Department of Environmental Protection has completed its review of the above-
referenced application. The applicant requested Department approval of a variance granted by the '
Barnstable Board of Health for the repair of the on-site sewage treatment and disposal system at 42
Tonela Lane, Cummaquid.
The application contains a copy of the Board of Health's grant of a variance from the following ;
provisions of Title 5, 310 CMR 15.000:
310 CMR 15.104: Procedure for performing a percolation test. No test was perfbi-nled due
to high ground water.
As part of the application, the Department received a plan,titled as follows:
tw.wv f
SEPTIC SYSTEM REPAIR PLAN
SITE:
�.. rr n ., MAP 336,PLOT'66
42 TONNELA LANE -
.} �< ..
^r COMMAQUID,MASSACHUSETTS ..
PREPARED FOR:
MIKE GOMES
This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. x
't
DEP on the World Wide Web: http://www.magnet.state.ma.us/dep
�«1 Printed on Recycled Paper
t
2
42 TONNELA LANE
COMMAQUID, MASSACHUSETTS 02637
SILVA ENGINEERING ASSOCIATES, P.C.
1615 BEDFORD STREET
BRIDGEWATER,MA 02324
SCALE I"=20' DATE 1/24/01
REVISED 2/20/01
Based upon its review of the application, and in accordance with 310 CMR 15.410,the Department
has determined both of the following:
1. The applicant has established that enforcement of 310 CMR 15.104 would be manifestly
unjust, considering all of the relevant facts and circumstances of this case. Due to the slow
percolation rate it was difficult to obtain the percolation rate using the percolation test
described in Title 5. Based on this information, the applicant has demonstrated that to deny
the variance would be manifestly unjust.
2. The applicant has established that a level of environmental protection that is at least
equivalent to that provided under 310 CMR 15.000 can be achieved without strict
application of 310 CMR 15.104. The applicant has established equivalent environmental
protection because a sieve analysis was performed on a soil sample. The soil absorption
system is sized at 75% using a loading rate of 0.15 gallons per square foot per day and it
is designed in accordance with Title 5, the remedial use approval for the Micro-FAST
system and the Department's existing policies.
The Department, therefore, approves the System.
Should you have any questions regarding this matter,please contact Christos Dimisioris at
(508) 946-2736.
Very truly yours,
' VV�
Brian A. Dudley
Bureau of Resource Protection
D/CD/cb
cc: Lawrence Silva, P.E.
Silva Engineering Associates, P.C.
1615 Bedford Street
Bridgewater, MA 02324
DEP Wastewater Management, Title 5 Section, Boston
i
This Variance Approval is an action of'the Department. Any person aggrieved.by this action, may
request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked
within thirty(30) days of'the Variance Approval date.. Under 310 CMR 1.01(6)(b), the request must
state clearly and concisely the facts, which are the grounds,for the request, and the relief sought.
The Hearing request along with a valid check payable to the Commonwealth of'Massachusetts in the
amount of one hundred dollars ($100.00) must be mailed to:
Commonwealth of Massachusetts
Department of'Environmental Protection
P.O. Box 4062
Boston, MA 02211
The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a
waiver as described below. The filing fee is not required if the appellant is a city or town (or
municipal agency), county, or district of'the Commonwealth of Massachusetts, or a municipal
housing authority. The Department may waive the adjudicatory hearing filing fee for a person who
shows that paying the.fee will create an undue financial hardship. A person seeking a waiver must
file, together with the hearing request as provided above, an affidavit setting forth the facts believed
to support the claim of undue financial hardship.
Wol8983.aoc
L
q
TOWN OF BARNSTABLE
�F*..HET��
OFFICE OF
EAMSTABLE, o BOARD OF HEALTH
y MASIL
pp s63g. \�4b 367 MAIN STREET
QMa�a HYANNIS, MASS.02601
March 6, 2001
Lawrence Silva
Silva Engineering Associates, P.C.
1615 Bedford Street
Bridgewater, MA 02324
Dear Mr. Silva:
You are granted variances, on behalf of your client John Potter, to construct an
onsite sewage disposal system at 42 Tonela Lane, Cummaquid. The following
variances were granted:
310 CMR 15.405 (1 d): To reduce the soil absorption system area by 25%.
310 CMR 15.405 (1 b): To install a soil absorption system only ten (10) feet
away from the foundation wall, in lieu of the 20 feet
setback requirement.
310 CMR 15.104: To utilize sieve analysis testing results in lieu of
percolation testing of the soil.
These variances are granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar types of rooms which afford
privacy are considered `bedrooms" according to MA Department of
Environmental Protection.
(2) The doors shall be removed at the entrance to the "den"..
.(3) The applicant shall record a properly worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to three (3)
bedrooms maximum. A copy of the recorded deed restriction shall be
submitted to the Public Health Division prior to obtaining a disposal works
construction permit.
(4) A FAST system shall be installed in accordance with the proposed plans
dated January 24, 2001, signed 1/26/2001.
42tonla
(5) The FAST system shall be monitored in accordance with the MA DEP
provisional use standards.
(6) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the submitted
plans dated January 24, 2001.
These variances were granted because site conditions would not allow for
percolation testing and limited space onsite required reduction of the proposed
soil absorption system.
Sincerely yours,
L7--l�
Musa G. ask, R.S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
42tonla
f
BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
o
U
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET/ PO BOX 427
Phone: (508) 375-6613
�ssACHU5 BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
t TDD (508) 362-58�85
r August 14th, 2015 1 `r r
Miguel &Audrey Gomes
PO Box 341
Cummaquid, MA 02637
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 42 Tonela Lane in
the town of Barnstable.
Dear Miguel &Audre
y Gom es
,
Our records indicate that the operation and maintenance contract with Priority Water Management for your
innovative/alternative wastewater treatment system may have expired or was cancelled.as of August 14th; 2015.To date we
have not received evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system.
Information about these requirements may be found at https://septic.barnstablecountyhealth.org.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are
authorized by the Barnstable Board of Health to contact you to inform you of the above requirement and to request your
compliance. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County.
The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor.
Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a
copy of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action.You may
be required to appear before the Barnstable Board of Health to show cause as.to why you have not maintained the
required contract.
i
I can be reached at 508-375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at
Iwright@barnstablecounty.org. Thank you for your prompt attention.to this matter.
,Sincerely,
i
Lindsey Wright
CC: Barnstable Board of Health .
Enclosures (1): Certified Wastewater Treatment System Operators List
Certified Letter Number: 70151660000048692674
outbind://4-0000000OD29B6432901 CDB49B30FFF776DBODF8507008249EAC50E 1 D794ABA69DC2D 1 D 147BDC000O...
Flynn, Judith
From: Crocker, Sharon
Sent: Wednesday, April 30, 2014 12:13 PM t ;
To: Malkus, Karen; Flynn, Judith
Subject: FW: Gomes FAST System
-----Original Message-----
From: Crocker, Sharon
Sent: Tuesday, December 10, 2013 10:09 AM
To: 'bbaumgaertel@barnstablecounty.org'; 'Iwright@barnstablecounty.org'
Subject: FW: Gomes FAST System
Attaches is a I/A O&M contract for.Miguel Gomes 42 Tonela Lane, Barnstable
This is with the same contractor: Charles Pires, Priority Water Management, 347 Maple St, New Bedford,
MA Phone: 508--958-4291. His email address: chaspires@comcast.net
In a pinch, Miguel Gomes's cell# 508-400-2765.
One more done! Again, thank you.
Sharon Crocker
-----Original Message-----
From: Charles Pires [mailto:chaspires@comcast.net]
Sent: Friday, December 06, 2013 11:18 PM
To: Crocker, Sharon
Subject: Gomes FAST System
Sharon,
Attached are each of the copies of a signed contract for Miguel Gomes and PWM.
Charlie Pires
PWM
WW License#3716
4/30/2014
PWM
Priority Water Management
Wastewater Treatment Operators
Specializing in Operation & Maintenance Contracts
Part 2: Compensation
Cost for Services listed in Part 1 shall be as follows:
Quarterly operational and maintenance cost$226.00 (lab Included)
A quarterly or semiannual invoice/bill will be mailed or emailed for O&M service
rendered. Included in the above cost is the filing of required reports and
sampling for pH and temperature. The term of this contract may extend for 5
years or at the discretion of the client/property owner.
Annual Barnstable County Fee: $50.00
Sample collectionttransportation/lab analysis is listed below:
ANALYSISITEST RATE
BOD5 $40.00
Ammonia $25.00
TKN $49.00
Nitrate-N $24.00
Total Solids $20,00 '
Total Suspended Solids $18.00
Specific Conductance $10.00
pH $10.00
(included in the above quarterly O&M cost)
PWM
Priorit,y Water Management
Wasf6water Treatment Operators
Specializing in Operation & Maintenance Contracts
Part 3: Exclusions:
• Laboratory fees (Included in with Quarterly O&M cost)
• Equipment repair(unless otherwise negotiated)
® Utility cost assessments as a result of non
• Fees, fines, levies and any or all other a
compliance relating to any and all Massachusetts DEP permit
requirements, rules regulations or laws both state and municipal relating to
wastewater treatment plant design, engineering, and/or equipment and/or
failures or non compliances intentional or otherwise not related to the
operator's neglect whether directly or indirectly.
• Blockages/Flow restriction with the collection system or building drain.
Part 4: Force Majeure:
PWM shall have no liability for any failure to perform or for any delay in
performance due to circumstances beyond it's reasonable control.
Part 5: Termination: This agreement may be terminated by either of the parties
by providing written notification to the other party at least 30 days prior to the
date of termination.
The parties to this agreement hereby accept the terms and conditions of this .
agreement.
Client Printed Name,
Client Signature:
Date: —
t
Charles R. P* r., dba Priority W t a e anagement
Signature:
Date:
PWM
Priority-Water Management
Wastewater Treatment Operators
Specializing in operation & Maintenance Contracts
This contract is made this day of (year)
, �t?.V# /hf.
tt�� � i -�tr and i
by and between JyV bL
Priority W rn
Water Management, a small business duly orgazed and existing
under the laws of Massachusetts and having principal place of business in
i
Dartmouth, Massachusetts.
In consideration of the mutual agreements herein contained, the parties hereto
agree as following:
Part 1: Priority Water Management Services
Priority Water Management agrees to perform the following
oldis'osa! treatment sregacst m
operation and maintenance of the subsurfaceeWp9e�n��
at (street, city, state} Z
The treatment system shall be supervised and/or operated by a certified 5
wastewater treatment plant operator in accordance with the requirements of
257 CMR 2.00 and the Board of Certification of Operators of Wastewater
Treatment Plants.
Services shall be provided as follows: k
Perform Operational and maintenance requirement as indicated in the enclosed
Field Inspection & Service Report
(For Bio-Microbics Single Home FAST H Systefn) t
Measure and record temperature and pH on influent and
effluent u red ables.
Collect, preserve and deliver all EPA, DER and local q
samples. it is understood that the cost for the above unnamed Lab
analysis is not included in this contract
The report shall include a Field Inspection & Service Report
*Contingent upon payment for service.
Priority Water Management will respond to alarms on an as needed
basis for a fee of not less than $100.00. In the event that the system
alarm is activated (if one is present), the owner shall notify PWM, who
shall respond within 24 hours (or as negotiated at owners notice) and
provide a suitable corrective action measure.
6� 1
Town of Barnstable Barnstable
°F IWE t°yyy
Regulatory Services DepartmentRkRNEMAB
LFr Public Health Division
FD MAt> 2007
200 Main Street, Hyannis 1VIA 02601
I
Office: 508-862-4644 Thomas F.Geiler,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
CERTIFIED MAIL #7012 1010 0000 2850 0909
October 22, 2013
Miquel & Audrey Gomes
42 Tonela Lane
Barnstable, MA 02637
•
RE: Operation and Maintenance Contract for the Innovative Septic System,
installed at 42 Tonela Lane, in the Town of Barnstable.
The Barnstable County Department of Health and Environment has informed us
that the operation and maintenance contract for your innovative/alternative
wastewater treatment system may have expired or was cancelled as of July 19th
2013. To date they have not received evidence that you have entered into a new
Operation and Maintenance contract.
Therefore we are writing to instruct you that the Massachusetts Department of
Environment Protection (MA DEP) and the Town of Barnstable.require you to
keep an Operation and Maintenance (O&M) contract in effect at all times for your
system. Information about these requirements may be found at
http://www.barnstablecountVhealth.org/ia-systems/ia-owners-guide.
The :Barnstable County Department .of Health and Environment oversees I/A
septic system management and compliance efforts for the Board of Health in
your Town (Osterville). The Public Health Division is hereby contacting you to
inform you of the above requirement and to order you to comply. Accordingly
please forward a copy of a signed contract via mail, fax or e-mail within
thirty (30) days of receipt of this letter.
•
Q:\SEPTIC\Operation and MaintenancelA\42 Tonela Ln Bam Oct 2013.doc
t.
Please be advised that if you do not respond within thirty (30) days of your
receipt of this letter by forwarding a copy of an assigned contract, you will
be scheduled to appear before the Board of Health,at a show cause hearing
on December 10th 2013 to provide information relative to the required
contract.
PER ORDER OF TH BOARD OF HEALTH
Thomas McKean, R.S. CHO
Agent of the Board of Health
•
QASEPTIMpei-ation and MaintenancelA\42 Tonela Ln Barn Oct 2013.doc
Non-Compliant Innovative/Alternative OF BAD,
Septic System Referral Summary
U bd
h
Barnstable County Department of.Health and Environment gssAC1HWU �
P.O. Box 427, Barnstable, MA 02630
Miguel &Audrey Gomes
42 Tonela Lane
Barnstable, MA 02637
Referral Summar
y
Owners are extremely resistant to comply.
Current letter and certified letter sent. Current certified letter accepted by Alex Gomes 8/17/13.
Previous certified letterisent in 2005 and 2006.
No response or action taken regarding missing contract.
Contact Chronology
08/15/2013-Letter sent via certified mail#70123050000035218265.
07/18/2013-Letter sent via standard mail.
Documentation
The attached documents are copies of the correspondence sent to the owner. The originals are available if needed.
i
OF BA
� s� BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
or r
BARNSTABLE COUNTY COMPLEX
� 3195 MAIN STREET/ PO BOX 427
��i
ssACH"u C BARNSTABLE, MASSACHUSETTS 02630 Phone: (508) 375-6613
FAX (508) 362-2603
TDD (508) 362-5885
August 15th, 2013
Miguel &Audrey Gomes
PO Box 341
Cummaquid, MA 02637
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 42 Tonela Lane in
the town of Barnstable.
Dear Miguel &Audrey Gomes,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of August 15th, 2013. To date we have not received
evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection(MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (0&M) contract in effect at all times for your system.
Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We
are authorized by your Board of Health to contact you to inform you of the above requirement and to request your
compliance.Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by forwarding a
copy of a signed contract,l-may refer you to the Barnstable Board of Health for further enforcement action.You may
be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the
required contract.
I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at
Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter.
y
Sincerely,
L dsey NUnght
Enclosures: Certified Wastewater.Operators List
CC: Barnstable Board of Health
Certified Mail Number: 70123050000035218265
I
aF B' ,, \ BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET/ PO BOX 427 Phone: (508) 375-6613
�ssACHU5 BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
TDD (508) 362-5885
July 18th, 2013
Miguel &Audrey Gomes
PO Box 341
Cummaquid, MA 02637
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 42 Tonela Lane in
the town of Barnstable.
Dear Miguel &Audrey Gomes,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of July 18th, 2013. To date we have not received evidence
that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (O&M) contract in .effect at all times for your system.
Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We
are authorized by your Board of Health to contact you to inform you of the above requirement and to request your
compliance.Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within,fifteen (15)days of your receipt of this letter by forwarding a copy of
a-signed contract, I may refer you to the Barnstable Board.of Health,for further enforcement action. You may be required to
appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract.
I can be reached at (508)375-6901; my Fax number is (508)362-2603. '1 can also be reached via email at
Iwright@barnstablecounty.org.Thank you for your prompt attention to this matter.
Sincerely, ,
{
Lindsey Wright
Enclosures: Certified Wastewater Operators.List
CC: Barnstable Board of Health
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Please see the enclosed Board of Health referrals from the Barnstable
County Septic Management Program. Our records indicate that the
enclosed properties have failed to maintain an operation and
maintenance contract for their,installed innovative/alternative
wastewater treatment systems. Contracts may have expired or were
cancelled. To date we have not received evidence of an active and valid
contract.
Please direct any questions or concerns to the following:
Lindsey Wright
Septic Management Program Assistant
Department of Health and Environment
Barnstable County, Massachusetts
PO Box 427 _
Barnstable, MA 02630
Email: Iwright@barnstablecounty.org
Web: www.barnstablecountyhealth.org
Tel: 508-375-6901
Fax: 508-362-2603
own- of Barnstable , Barnstable
°-� Regulatory Services Department A&AnWraCift
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
CERTIFIED MAIL #7012 1010 0000'2850 9996
September 4, 2013
Mr. & Mrs. Miquel Gomes
P O Box 341
Cummaquid, MA 02637
RE: Operation and Maintenance Contract for the Innovative Septic System
installed at 42 Tonela Lane in the Town of Barnstable.
The Barnstable County Department of Health and Environment has informed us
that the operation and maintenance contract for your innovative/alternative
wastewater treatment system may have expired or was cancelled as of July 19th
2013. To date they have not received evidence that you have entered into anew
Operation and Maintenance contract.
Therefore we are writing to instruct you that the Massachusetts Department of
Environment Protection (MA DEP) and the Town of Barnstable require you to
keep an Operation and Maintenance (O&M) contract in effect at all times for your
system. Information about these requirements may be found at
http://www.barnstablecountVhealth.org/ia-systems/ia-owners-guide.
The Barnstable County Department of Health and Environment oversees I/A
septic system management and compliance efforts for the Board of Health in
your Town (Osterville). The Public Health Division is hereby contacting you to
inform you of the above requirement and to order you to comply. Accordingly
please forward a copy of a signed contract via mail, fax or e-mail within
• thirty (30) days of receipt of this letter.
y Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\42 Tonela Ln Cummiquid Aug 2013.doc
•
Please be advised that if you do not respond within thirty (30) days of your
receipt of this letter by forwarding a copy of an assigned contract, you will
be scheduled to appear before the Board of Health at a show cause hearing
on November 12, 2013 to provide information relative to the required
contract.
PER ORDER OF T E BOARD OF HEALTH
o n, R.S. CHO
Agent of the Board of Health
•
•
I
Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\42 Tonela Ln Cummiquid Aug 2013.doc
Parcel Detail http://issgl2/intranet/propdata/ParcelDetaii.aspx?ID=28274
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2013
Parcel Lookup
Parcel Info
Parcel 336-066 ( Developer LOT 26
I D Lot
Location 142 TONELA LANE Pn 155
Frontage
Sec I _ m._. __I Sec
Road Frontage
Village,BARNSTABLE ' Fire BARNSTABLE
District
Town sewer exists at this Road 1727
address 1N Index
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Map
Owner Info
Owner COMES, MIGUEL&AUDREY Owner I ner r�� 1
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Streetl IPO BOX 341 1 Street2 F
City ICUMMAQUID � ) State iMA Zip J02637 —_ Country
Land Info
Acres 0.73 Use Single Fam MDL-01 Zoning ISPLIT RF-1;RF- Nghbd 0110
Topography Level _� Road Paved
Utilities jPublic Water,Gas,Septic Location
Construction Info
Building 1 of 1
Year Roof �-- Ext "" �
Built 1972 (Struct I"able/Hip Wall Wood Shingle
Living 2321 Roof�As h/F GIs/Cm� AC None
Area��� Cover I P p Type
6 WDK
3 Bed 1
Style Colonial 1 It Drywall , Bed rooms
Wall Rooms 72
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Int _ _.. Bath
Model ResidentialCarpet2 Full+ 1 H
Floor Rooms ` r
Heat Total � � 's« ��
Grade
Type( Type Hot Water Rooms $Roornis s� err 1
Stories 2 Stories ) Heat Gas Found-,Pou PouredConc.
Fuel ation
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http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=28274 8/26/2013
of sA � BARNSTABLE COUNTY
o$..` DEPARTMENT OF HEALTH AND ENVIRONMENT
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET/ PO BOX 427
�� Phone: (508) 375-6613
�ssACxvsti� BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
TDD (508) 362-5885
August 15th, 2013
Miguel &Audrey Gomes
PO Box 341
Cummaquid, MA 02637
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 42 Tonela Lane in
the town of Barnstable.
Dear Miguel &Audrey Gomes,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of August 15th, 2013. To date we have not received
evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep-an operation and maintenance (O&M) contract in effect,at all times for your system.
Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia;systems/ia-owners-guide.
My department oversees I/A septic system management and compliance efforts for the Board of'Health in your town.We
are authorized by your Board of Health to contact you to inform you of the above requirement..and to request our
compliance. q Y
pliance. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in. am ble
County. The firms listed operate multiple types of 1/A technologies and are not associated with an®g vendor. rticular t6&nology or
. .
Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by forwardlt� a
copy of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action You�rgiay
be required to appear before the Barnstable Board of Health to show cause as to why you hav not mai:ntainedd
required contract.
he
I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also be reached v&emaii'at
Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter.
SiVLy_
ht
Enclosures: Certified Wastewater Operators List
CC: Barnstable Board of Health Y
Certified Mail Number: 70123050000035218265
of B BARNSTABLE COUNTY
c$ 4 _ DEPARTMENT OF HEALTH AND ENVIRONMENT
BARNSTABLE COUNTY COMPLEX
* i 427 BOX 3195 MAIN STREET/ PO
� �� Phone.: (508) 375-6613
��ssACH'USwS BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
TDD (508) 362-5885
August 15th, 2013
Matthew Balboni
PO Box 951
Marston Mills, MA 02648
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 138 Lakeside Drive
in the town of Barnstable.
Dear Matthew Balboni,
Our records indicate that the operation and maintenance contract with .Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of August 15th, 2013. To date we have not received
evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system.
Information about these requirements may be found.at http://www.barns-tablecountyhealth.org/ia-systems/ia-owners-guide.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We
are authorized by your Board of Health to contact you to inform you of the above requirement and to request your
compliance. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15)days of
receipt of this letter. -
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding.a .copy of a.signed,contract, I may refer you to the Barnstable Board of Health for further enforcement action.You may
be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the
required contract.
I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at
Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter.
Sincerel
X—
i y.Wrig
Enclosures: Certified Wastewater Operators List
CC: Barnstable Board of Health
I Certified Mail Number: 70123050000035218258
r
• sa N
Of s BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET/ PO BOX 427
Phone: (508) 375-6613
'9ss 5��� BARNSTABLE, MASSACHUSETTS 02630 FAX 508 362-2
ACH�I ( ) 603
TDD (508) 362-5885
August 15th, 2013
Richard Hardy
38 Birchwood Drive
Holden, MA 01520
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 90 Ladd Road in
the town of Barnstable.
Dear Richard Hardy,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of August 1 g 5th, 2013. To date we have
not received
evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system.
Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guider
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We
are authorized by your Board of Health to contact you to inform you of the above requirement and to request your
compliance. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a
copy of a signed contract, l may refer you to th.e'Barnstable Board of Health for further enforcement action.You may
be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the
required contract.
I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at
Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter.
Sincerely,
ndsey right
Enclosures: Certified Wastewater Operators List
CC: Barnstable Board of Health
Certified Mail Number: 70123050000035218241
Of BA
iARNSTABLE COUNTY ryl ,,i$ _ DEPARTMENT OF HEALTH AND ENVIRONMENT t 4;�:;:.
by
BARNSTABLE COUNTY COMPLEX
* * 3195 MAIN STREET/ PO BOX 427 Phone: (508) 375-6613
t BARNSTABLE, MASSACHUSETTS 02630 FAX (508) 362-2603
CI
TDD (508) 362-5885
July 18th, 2013
Miguel &Audrey Gomes
PO Box 341
Cummaquid, MA 02637 JUL
HEALTH p�pl
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System installed at 42 Tonela Lane'in
the town of Barnstable. -
Dear Miguel &Audrey Gomes,
Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative
wastewater treatment system may have expired or cancelled as of July 18th, 2013. To date we have not received evidence
that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Barnstable require you to-kee %an operation q Y p p on and maintenance (0&M) contract in effect at all times for Y
our system.
Y
Information about these'requirements maybe found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We
are authorized by your Board. of Health to contact you to inform you of the above requirement and.to request your
compliance.Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15)days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies"and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by.forwarding a copy of.
a signed contract, I may refer you to the-Barnstable Board of Health for further enforcement action. You ma e re fired toL.
appear before the Barnstable Board of Health to show cause as to why you have not.maintained2i required 65ntra6 - p
I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can also reached. via Uail of
Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter. w
Sincerel ,
Cn
Lindsey right o
Enclosures: Certified Wastewater Operators List r
CC: Barnstable Board of Health-
• f
OF BAA,
BARNSTABLE COUNTY
�O DEPARTMENT OF HEALTH AND ENVIRONMENT
9 triy
BARNSTABLE SUPERIOR COURT HOUSE Phone(508)375-6613
yss 3195 MAIN STREET P.O. BOX 427 FAX(508)362-2603
ACHA3 BARNSTABLE,MASSACHUSETTS 02630 TDD(508)362-5885
April 2, 2008
Thomas McKean
Barnstable Health Department
200 Main Street
Hyannis, MA 02601
RE: Non-compliant FAST I/A system;42 Tonela Lane, Cummaquid
Dear Mr. McKean,.
I have been in contact with Miguel Gomes,the owner of the FAST innovative/alternative septic
system installed at 42 Tonela Lane in Cummaquid, in regard to non-compliance with MADEP and
Barnstable Board of Health regulations. As demonstrated in the enclosed listing, numerous enforcement
attempts regarding the lack of an operation and maintenance contract have been made and to date, I have
not received.any indication from the homeowner that such an agreement has been created for the service
and/or monitoring of the system.
Given the lack of response from the homeowner, I am reporting this system to the Board of
Health for further enforcement action.
Should yourself or the Board wish to have them, original_copies of all correspondence sent to the
homeowner as well as short summaries of each phone call made are available.
If you have any questions I can be reached onmy desk phone at(508) 375-6888 or by fax at
(508) 375-6880. I can also be reached via.email at bciatech@cape.com. Thank you for your time.
Sincerely,
i
Chris urt
< . Information Specialist
En-C emu �x V J rV"
�= }yam � ..
. j - 4 / > _
Barnstable County Department of Health & Environment
Correspondence Listing- 42 Tonela Lane, Cummaquid
L
14-May-07 Chris @ BCDHE Todd @ Coastal_ Phone
10-May'07 . Chris @BCDHE Coastal Engirieenng Phone
3-May-06 Todd @ Coastal Voice mail (Chris @ BCDHE) Phone
3 Ma 06 Chris` BCDHE -` Voice mail Todd Coastal Phone
18-Apr-06 Miguel Gomes-Owner Chris @ BCDHE Phone
30-Mar 06 : Chris @BCDHE;.; Tom McKean Health AgenC
30-Mar-06 Chris.@.BCDHE Miguel Gomes--Owner Certified Mail
16-Mar 06 Chris @BCDHE . Answering machine Phone
28-Feb-06 Todd @ Coastal Voice mail (Chris @ BCDHE) Phone
28,Feb 06 Chris @'BCDHE Voice mail (Todd @Coastal) ,Phone n
10-Feb-06 Chris @ BCDHE Audrey Gomes-.Owner Phone
10 Feb 06 "Chris @ BCDHE, Dale @;Bar`nstable Health :E Phone;
8-Feb-06 Miguel Gomes Owner Chris @ BCDHE Phone
Chris @BCDHE Todd @'Coastal ;E Phone
20-Jan-06 Todd @ Coastal Chris @ BCDHE Phone
21 Dec 05 Miguel Gomes Qwne� Chris @`;BCDHE Phone'
20-Dec-05 Chris @ BCDHE Miguel Gomes-Owner Certified Mail
14`Dec 05,, Chris @BGDHE Answering machine ,` Phone;
30-Nov-05 Miguel Gomes-Owner Chris @ BCDHE Phone
29-Nov 05 Chris BCDHE Andre YGomes,=Owner Phone
@
,Dj
f
{ f B BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
ISO F l BARNSTABLE SUPEMOR COURT HOUSE
Phone(508)375-6613
3195 MAIN STREET P.O. EC}X 4227 FAX.
B;ARNSTABLE, hhASSACHUSETTS 02630 TDD(508)362-5885
March 30, 2006
Miguel Gorn
42 Tone la Lane
rn 02637' t5Pz-tk'--1 - , 0,,
RE: 2INn l tOTICE: I/A septic system operation and maintenance contract
Dear Mr. Gomes,
On December 2.0, 2005, I attempted to reach you by Certified Mail regarding your FAST
lnnovativeWternative septic system. Our records show you received this letter and responded by phone
December 21, 2005. This began a series of conversations between yourself, Todd 1Palmetier of Coastal.
Engineering, and our office. On February 10, 2.0061 attempted to contact you and,left a message with.
your wife indicating I wished to speak with you about the requirements for your system. On February
28, 2006, after getting no response to this message, I contacted Coastal Engineering to get the status of
your contract, who indicated no contract had been signed. 1 also attempted to reach you by phone on
March 16, 2005. 1 left a message in:fbrn-ung you of the requirements for your system and requested a
copy of your contract. To elate I have received no response.
Because you are unresponsive to our attempts to contact you and we have yet to receive a
completed and signed copy of your operation and maintenance contract,we are sending you a second
notice;. if we do not receive a response horn,you within seven(7) days of receipt:of this letter, we.will be
referring you to the Beard of Health for further action. This may include, but may not be limited to, a
Board of Health hearing and/or fines.
Failure to keep a.one-year Operation.and Maintenance(O&M) Agreement in.effect at all tunes
for the life ofan Innovative/Alternative(11A) septic system,is a direct violation of Barnstable Board of
Health and Massachusetts 1DEP regulations. These regulations are in place because it is in.your best
interests to have the system operated and maintained regularly by a certified.operator to ensure proper
performance and equipment longevity. Repairs and replacements ot:neglected components are not only
expensive and inconvenient,but a system that is not functioning correctly will likely result in improperly
treated wastewater. You mu t form are O&AI agreement to brie your system back into compliance. .
I can.be_reached at (508) 375-6888; my Fax number is (508) 3 62-2603. I can also be reached via
emaill at bciatech@cape.com. Thank:.you for your prompt;attention to tNs matter.
Sincerely,
Chris Burt
lnformation Specialist
CC: Barnstable Board of Health.
CERTIFIED MAIL NUMBER:
7005-1820-0008-141 e}-0086
i
�q Of BAA,� BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
J -- BARNSTABLE SUPERIOR COURT HOUSE Phone(508)375-6613
3195 MAIN STREET P.O. BOX 427 FAX(508)362-2603
9`rs14CHUs BARNSTABLE, MASSACHUSETTS 02630 TDD(508)362-5885
March 30, 2006
Thomas McKean
Barnstable Health Department
200 Main Street
Hyannis, MA 02601
RE: I/A septic system operation and maintenance contract letter to owner
Dear Mr. McKean,
I have enclosed a letter to the owner of an innovative/alternative septic system in the Town of -
Barnstable. This letter is a second notice in regards to the cancellation of the O&M contract for this
system. The owner has not responded to my attempts to inform them by phone of the requirements for
their system and the need to form an operation and maintenance agreement.
If you have any questions I can be reached on my desk phone at (508) 375-6888 or by fax at
(508) 362-2603. 1 can also be reached via email at bciatech@cape.com. Thank you for your time.
Sincerely,
A/Z---
Chris Burt
Information Specialist
Enclosure
e
o Bq _ BARNSTABLE COUNTY
DEPARTMENT OF HEALTH AND ENVIRONMENT
110
?�1) BARNSTABLE SUPERIOR COURT HOUSE Phone(508)375-6613
*€4 j 3195 MAIN STREET P.O. BOX 427 FAX(508)362-2603
�ssACst� BARNSTABLE, MASSACHUSETTS 02630 TDD(508)362-5885
December 20, 2005
Miguel Gomes
42 Tonela Lane
Cummaquid, MA 02637
RE: I/A septic system operation and maintenance contract for 42 Tonela Lane, Barnstable
Dear Mr. Gomes,
On December 14, 2005, I attempted to reach you again by telephone regarding your FAST
Innovative/Alternative septic system. I left a message asking you to call me and to date have received no
response from you. -
As we discussed in our phone conversation November 30, 2005, we have been informed by
Wastewater Treatment Services, your last service provider of record,that your operation and
maintenance contract with them for your FAST system expired or was cancelled on February 14,2003.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA
DEP)requires you keep an operation and maintenance(O&M) contract in effect at all times for your
system. These requirements may be found on MA DEP's website at
http://www.mass.gov/dep/water/wastewater/techsum.htm.
My department oversees innovative/alternative septic system management and compliance
efforts for the Board of Health in your town. We are authorized by your Board of Health to contact you
to inform you of the above requirement and to request your compliance. Accordingly, please contact me
within seven(7) days of receipt of this letter to inform me whether you have an active O&M contract in
effect and who this contract is with. If you do not have an O&M contract in effect, please contact me
within seven (7) days of receipt of this letter to inform me who you intend to contract with and the date
this contract will become effective. For your convenience, I am enclosing a list of wastewater operators
we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A
technologies and are not associated with any particular technology or vendor.
Please be advised that if you do not respond within 7 days of your receipt of this letter, I will
refer your property to the Board of Health for further enforcement action.
I can be reached at (508) 375-6888; my Fax number is (508) 362-2603. 1 can also be reached via
F email at bciatech@cape.com. Thank you for your prompt attention to this matter.
Sincerely,
Chris Burt
Information Specialist
CC: Barnstable Board of Health
CERTIFIED MAIL
`yam c�% ��rrlu` �i`PIlL/!2�/ZG VC/YlCC�6; Yac
44 Commercial Street
Raynham, MA
02767
Tel: (508) 880-0233
Fax: (508) 880-7232
VU:V �V.®
February 14, 2003 2Q��
Mr. Miguel Gomes
42 Tonela Lane
Cummaquid, MA 02637
Re: Serial Number: 20726
Location: 42 Tonela Lane, Cummaquid,MA
Dear Mr. Gomes:
We understand you do not wish to continue your maintenance contract with our
company. Please be,advised the Massachusetts Department of Environmental Protection
requires a mairiteriance_contract'be in place for the life of the alternative septic system.
Also,we are required to inform'both the state and local agency of your decision.
If you have any questions or need additional information please call our office at
(508) 880-0233.
Sincerely,
n
1
Donna L. Callahan
Copy to: Massachusetts DEP
_Barnstable Board of Health
P 1_ PO Box 53.4
Ji ! .s.t. �J J r. - � . � r 4 1. - y w� •I.!1. ,.... ... ,r.
�^ Y Hyannis, MA, 0260,1 r�,.• ,, ,,�,, ;,
�.
I
Crn.2'�e.. �- ®��
. _ --
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f
der
�,V_ .y
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
s
JANE SWIFT BOB DURAND
Governor
Secretary
LAUREN A.LISS
Commissioner
December 13, 2002
Miguel Gomes
42 Tonela Lane
Cummaquid, MA 02637
Re: Alternative On-site Sewage Treatment
Monitoring and Reporting Requirement
DEP Facility ID: 201517
42 Tonela Lane, Cummaquid, MA
Dear Mr. Gomes:
The Department has received a letter from Wastewater Treatment Services, Inc., dated
11/25/2002, requesting reduction or elimination of monitoring and reporting of pH, BOD and
TSS on a quarterly basis on the effluent from'the alternative on-site sewage disposal system at the
above referenced facility.
The Department, having reviewed the monitoring data for this technology, in general, and
your system, approves the request to reduce effluent monitoring of the system, from four times to
one time per year. The change in monitoring requirements in no way changes the requirement
that, throughout its use, the system shall be under an operation and maintenance agreement with
a person or firm qualified to provide services consistent with the system's specifications., The
operator must maintain the system at least every three months and anytime there is an alarm
event: Additionally, as required by the Approval for the system, any time the operator changes,
you shall notify the Department and the local approving authority, in writing, within seven days
of such change.
Please note that the Department is now requiring the use of a DEP approved inspection
form and technology checklist. You must submit, by January 31"of each year, a copy of the
"DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems" and
the "FAST O&M,Checkl ist" to the.Department and local Board of Health for each O&M
inspection performed during the previous 12 months. The certified operator under contract to
operate and.maintain the system must complete these forms. Enclosed are copies of these
forms. The annual sampling results must accompany the forms.
This information is available in alternate format by calling our ADA Coordinator at(617)574-6872.
DEP on the World Wide Web: http://www.state.ma.us/dep
Ca Printed on Recycled Paper
J
lte:Monitoring and Reporting Requirement Page 2
DEP Facility No.:201517
If the concentration of either BOD or TSS in the annual effluent sample from your
system exceeds 30 mg/L, within 45 days of the annual sample you must both have your system
sampled again and submit the results to the Department., Provided that the second sample
meets the 30.mg/L limit for BOD and TSS, you may resume annual monitoring of your system.
However, if the second sample does not meet the 30 mg/L limit for both BOD and TSS, you
must resume quarterly monitoring of your system. Following four consecutive quarters of
monitoring demonstrating the system meets 30 mg/L for both BOD and TSS, the Department
would favorably consider another written request to reduce monitoring.
This reduction in monitoring requirements is conditioned upon your compliance with the
Approval and the requirements in this letter. Please be aware this change in monitoring does
not apply to any local requirements. You should discuss any changes from the local
monitoring requirements, if any apply to your system, with your local Board of Health officials.
You should check with the local Board of Health prLor to reducingeffluent monitoring and
g
reporting to ensure that the reduction would be consistent with any local requirements.
Should you have any questions regarding this matter,.please do not hesitate to contact
Dana Hill, of my staff, at (617) 292-5867.
Sincerely,
Sharon M. Pelosi, Director
Watershed Permitting Program
Enclosures: 2
cc: Wastewater Treatment Services, Inc., 44 Commercial Street, Raynham, MA 02767
DEP/SERO, B. Dudley
Barnstable Health Department, P.O. Box 534, Hyannis, MA 02601
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
JANE SWIFT Governor BOB DURAND
Secretary
LAUREN A.LISS
Commissioner
December 13, 2002
Miguel Gomes
42 Tonela Lane
Cummaquid, MA 02637
Re: Alternative On-site Sewage Treatment
Monitoring and Reporting Requirement
DEP Facility ID: 201517
42 Tonela Lane, Cummaquid, MA
Dear Mr. Gomes:
The Department has received a letter from Wastewater Treatment Services, Inc.,dated
11/25/2002, requesting reduction or elimination of monitoring and reporting of pH, BOD and
TSS on a quarterly basis on the effluent from the alternative on-site sewage disposal system at the
above referenced facility.
The Department, having reviewed the monitoring data for this technology, in general, and
your system, approves the request to reduce effluent monitoring of the system, from four times to
one time per year. The change in monitoring requirements in no way changes the requirement
that, throughout its use, the system shall be under an operation and maintenance agreement with
a person or firm qualified to provide services consistent with the system's specifications. The
operator must maintain the system at least every three months and anytime there is an alarm
event. Additionally, as required by the Approval for the system, any time the operator changes,
you shall notify the Department and the local approving authority, in writing, within seven days
of such change.
Please note that the Department is now requiring the use of a DEP approved inspection
form and technology checklist. You must submit, by January 3151 of each year, a copy of the
"DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems" and
the "FAST O&M Checklist" to the Department and local Board of Health for each O&M
inspection performed during the previous 12 months. The certified operator under contract to
operate and maintain the system must complete these forms. Enclosed are copies of these
forms. The annual sampling results must accompany the forms.
This information is available in alternate format by calling our ADA Coordinator at(617)574-6872.
DEP on the World Wide Web: http://www.state.ma.us/dep
��a Printed on Recycled Paper
Re:Monitoring and Reporting Requirement Page 2
DEP Facility No.: 201517
If the concentration of either BOD or TSS in the annual effluent sample from your
system exceeds 30 mg/L, within 45 days of the annual sample you must both have your system
sampled again and submit the results to the Department. Provided that the second sample
meets the 30 mg/L limit for BOD and TSS, you may resume annual monitoring of your system.
However, if the second sample does not meet the 30 mg/L limit for both BOD and TSS, you
must resume quarterly monitoring of your system. Following four consecutive quarters of
monitoring demonstrating the system meets 30 mg/L for both BOD and TSS, the Department
would favorably consider another written request to reduce monitoring.
This reduction in monitoring requirements is conditioned upon your compliance with the
Approval and the requirements in this letter. Please be aware this change in monitoring does
not apply to any local requirements. You should discuss any changes from the local
monitoring requirements, if any apply to your system, with your local Board of Health officials.
You should check with the local Board of Health rp for to reducing effluent monitoring and
reporting to ensure that the reduction would be consistent with any local requirements.
Should you have any questions regarding this matter,.please do not hesitate to contact
Dana Hill, of my staff, at (617) 292-5867.
Sincerely,
r
Sharon M. Pelosi, Director
Watershed Permitting Program
Enclosures: 2
cc: Wastewater Treatment Services, Inc., 44 Commercial Street, Raynham, MA 02767
DEP/SERO, B. Dudley
Barnstable Health Department, P.O. Box 534, Hyannis, MA 02601
Effluent Test Results for Single Home MicroFast®Treatment Systems on 42 Tonella Lane,Barnstable,MA
Remedial
42 Tonella Lane,Barnstable,MA M6/066 J&R Sales and Service, Inc.(Wastewater Treatment Services,.lnc.)with Bio-microbics and Analytical Balance Corp.
Date BOD Kjeldahl,Nitrogen Nitrate, Nitrogen 4110E Nitrite, Nitrogen 4110E Ammonia,Nitrogen 350.1 pH Solids,Suspended Pass/Fail Comments
mg/L mg/L mg/L mg/L mg/L S.U. mg/L P or F
10/30/2001 Inspection agreement&product registration report,
1/8/2002 20.1 NT NT NT NT 7.4 15.5 first test
4/4/2002 27.8 NT NT NT NT 7 13
7/23/2002 15.4 NT NT NT NT 7.3 7
10/15/2 02 11.1 NT NT NT NT 7.4 5.3
/,1 1 1/3 1 102- b E P 1 e t tee saves re d�, e {v.Cv.'1 h�o n i tori
1
s
;t
t
}
i
I
`LL�rs�cuxr�cr �-J rear/�rrc�rlG �f�•rwiccs;
44 Commercial Street
�: . Rayn-ham, MA
J..,. "ti•, �..?i.t.n ..:i.�!s1.u.,..a,., e. f,.s tC',00276/ �..
November 25,'..2002 �! ' � :i Tel: (508) 880-0233
_, rr;_ :,f'' 'u:`d,j, ,
Fax:
v- ' 508 880-7232
Division of Water Pollution Control
Department of Environmental Protection Dec
One Winter Street—6t'Floor 2 10UC
BOStOri, MA 02108 T o HEAcrNpDFPrAe�E
Attention: Mr. Steve Corr
Subject: Request for Testing Reduction
FAST Treatment System
Reference: Serial Number 20726
42 Tonella Lane- Cummaquid, MA
Dear Mr. Corr:
Attached please find the results for the first year of testing(four samples) performed;at
the property of-Miguel Gomes, 42 Tonella Lane, Cummaquid, MA.
As the operator of this system we are requesting the testing requirements be reduced'or
eliminated for this unit.
Please forward a copy of your decision to our office.
Thank you.
S erely
l
net M. Whitman
cc: Barnstable Board of Health
Homeowner Mailing Address:
Miguel Gomes
42 Tonela LaneCummaquid, MA
L 071—C� TOWN OF BARNSTABLE f
LOCATION 12 The " 'TA A SEWA E # 20a I`6 y
VILLAGE 9 orn SA /
�1e ASSESSOR'S MAP & LOT. .,--�-
INSTALLER'S NAME&PHONE NO. c-4,11 + a 4
SEPTIC TANK CAPACITY 6AI Inv vmg ap."ier
LEACHING FACILITY: (type) "S (size) �X z 7 ;
NO. OF BEDROOMS 3 / ea prrsfee
y ^"
BUILDER OR OWNER IM i GUrle f
PERMIT DATE: 9461,01 COMPLIANCE DATE: 4nLaoo
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ti
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 leachin facility) Feet
Furnished by
1,000`GALLON ?/ P T BENCHMARK --II
r t.0Oti0u a�no��Y�w.s'4'`P�i�m ev
PUMP CHAMBER 9/• TOP OF FOUNDATION i"�iOpXeu fiwsua2�E.was cOYPLLiEO oYA`TM
ELEVATION 100.00 �o/Os/0,e —EN.—FO As:Oasrzs.Pc.
I`}p MCyQfS (ASSUMED) "�,;, ..+., 1.PIPE our OF FwYOAtmu w wsrAum
11 _ _ i nYE OF I.SPEcigx
Q�+^C C 0 12.5 DESIGN ELEVATIONS
IYVEgi gR�0UN0A l.Y .._._.9i°).z.B'
P- ")_ -1e0 rc
ea) 0sfi
LINER MEMBRANE )
OR EQUAL l—T IN(utEML). .....:::::v7so
B 6S BUILI ELEVATIONS
urvEm our(FouxwmY) ..._.rwrz l
A O
O PRESSURE DISTRIBUTION
O V SYSTEM 61' X 27' wam w(PYYP ouueEx)....._...ss.7s
1,500 GALLON /,q Im7Em ENO(uiEw.0 -
SEPTIC TANKS• TIE DISTANCES
W/ FAST UNIT 41
ua cairn- 27.2 Q.l
PUYvANN C--B . 17.2
CW 0 CPin-A fi..2 2t.5
Jry PUYP CYAwBER CP2A-B fil.B t6.2
/ OF SEMAQ�a5FO5N.rn
9br17A�Eal 1r
UHMt cPwllw3 YI iK MO.UPdS 6
fnLOCLL EOARO fr NEUM li0 ON IS000
11F)IHE SiArt FXNRON�Qx1.LL 9�Qt
—1 Fx®BT 0:
3 �(� LA
P AS BUILT PLAN
v SITE
42 TONELA LANE
CUMMAOID MASSACHUSETTS
LOT 66 O PREPARED FOR
LAKE GOMES
'(or 0.73 Acres) Q .�
�O
1�O Oio/s/o m ao0nvbe
gTOWN OF BARNSTABLE
LOr:ATION SEWAGE #
VILLAGE 6\,%A ' V 12 ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. Wj CO
SEPTIC TANK CAPACITY ,lbD 0 67 4t,
LEACHING FACILITY:(type) (size)
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATERVo
BUILDER OR OWNER 4P- . 'P O 4
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
1 "12 "15/ p ey do
/e_pE�0
7j-'
TOWN OF BARNSTABLE
LOCATION IQ %04,6C19 dl-4rl SEWAGE #
VILLAGE dQ-10M A Q ul_n ASSESSOR'S MAP & LOT 999
INSTALLER'S NAME&PHONE NO. (��/L�Zif.�tr;�IrJ��r2• ���o' 7(0�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) DOS i l?G 95 0. (size) t:91 �X iR �74)(
NO.OF BEDROOMS
.BUILDER.OR OWNER ���� li�l�if.
PERMUDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility !7 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
r
10
_..
�600.
a
�Rc�(J
TOWN OF BARNSTABLE r
LOCATJON a`�Crl_�\G ���� SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT 3Ca
INSTALLER'S NAME&PHONE NO. �
SEPTIC'TANK CAPACITY /S C -161-
LEACHING FACILITY: (type) PCeSg,�,. "Dtsl,, (size)
NO.OF BEDROOMS
BUILDER OR OWNER MI I V L,
PERMITDATE: !Va(n /D COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
Vb22
e J
V/�QB�LUClf?/ ✓/PQlY17P/l/5.fe/U LP6, ✓/lG.
44 Commercial Street '
US POSTAGE
Raynham, MA 02767 nn 77 �7
.
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Barnstable Board of Health ,
PO Box 534
Hyannis, MA�n��n �
BARN534 0abO1a00a 110a 15 11/05/OR
NOTIFY SENDER OF NEW ADDRESS
:BARNSTABLE BOARD OF HEALTH `
H00
YANNISN MAST
Oa601-400a-".'_ -
r
y. E ,
. e a. 0.ram Z ,. ='0 9991fif19i919.9ff99fi1fff99f.9.f.f.9.9.9.1-1f-9-9fitJ_19f999fff991f1f9i9f9 '
st
44 Commercial Street
Raynham, MA
02767
(508).880 0233
7232
c .fir � •t ta.W.,I l�''�kFr�. �... � t:l-, t k wyr. ! �.a --�cp w 1 f i � ',
'«�� �;.~ 1k�ri^ fi�j y.. {t. .±t� � 4 � � � �• t. e � y' 9 >� L- e
3 ' October 31 F2002
Barnstable Board of Health
PO Box 534
Hyannis, MA 02601
"`Attention: ,�.,,,- HealthsAgent.
Reference: Single Home FAST° Treatment System
Serial Number: 20726
Attached please find the Field Inspection& Service Report and test results (as required)
for services performed on 10/15/2002 at the property of Miguel Gomes located at 42
Tonella Lane - Cummaquid, MA.
Please call if you have any questions or require additional information.
Sincerely,
Wastewater Treatment Services, Inc.
Service Department
Enclosures
Copy to: Miguel Gomes
I
Environmental Chemistry Environmental Services
Site Assessment AnA-ficalfBakoce
Site Sampling
Quality Assurance Services Data Auditing
C Q R P O R T I O N
CERTIFICATE OF ANALYSIS
Wastewater Treatment Services, Inc.
44 Commercial Street REPORTED: 10/22/2002
Raynham, MA 02767 ORDER#: G0241007
COLLECTED BY: J.Peterson SAMPLE DATE: 10/15/2002
TIME: 14:45 DATE RECEIVED: 10/15/2002
LOCATION: 42 Tonella,Cummaquid SAMPLE ID: Gomes
20726(Grab) DESCRIPTION: WATER
RESULTS OF ANALYSIS
Test PaTal`tTeterS LAB-ID#: 0241007-01
BOD ISM 5210B 10/16/2002 mg/L 4 11.1
pH ISM 4500 H+B 10/15/2002 S.U. 0-14 7.4
Solids,Suspended 19M 2540 D 10/18/2002 mg/L 4 5.3
NA=Not Applicable
ND=Not Detected Approved By: 8 I6/z�o�.
* = Less Than y La�age_ r " !� Date
Detection Limit
Page I of I
Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225
I 54 yr
1
INCORPORATED
8450 Cole Parkway■ Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808
e-mail: onsiteftbiomicrobics.com■www.biomicrobics.com ■800-753-FAST(3278)
FIELD INSPECTION & SERVICE REPORT
For Bio-Microbics Single Home FAST® System
j ,z �t �*T,yns,,, } �_ 1 '�i f3�� ,��, �� V�O�tga`�.F&Su" l G4a�'�i'k,(Q)'�+: ➢!fF ��y�
`sF.J,_�(d+�iiIIy+yD\ y...'V
42 Tonella Lane
Installation Address Barnstable,MA 02630 Name Wastewater Treatment Services,Inc.
Owner Name Miguel Gomes Street
Mail Address: Mail Address 44 Commercial Street
42 Tonela Lane Raynham, MA 02767
Cummaquid,MA 02637 City State Zip
508-880-0233 508-880-7232
Phone 5085312750 Fax e-mail
Phone Fax e-mail
Model No. Serial No. Date of Installation Date of last pumpout
MicroFAST 20726 10/30/O1
j^ :�:+.mob. � °• f'�. �r _
Electrical Panels
Visual Alarm Operating
Audio Alarm Operating V -
if present
Blower(s)
Air Inlet Filter Clean {/
Blower Hood Vents Clear l/
Excessive Noise t/ -
Excessive Vibration V
Treatment unit(s)
Unusual Odor
Pumpout Required: s
Primary Settlin Y,Zone
Aerobic Treatment Zone v
VEstimated
FLUENT o 13MIT RESULT.
Dail Flow 3 Bedrooms
Standard-Units)
or
Temperature
Odor
T CHNiCI [ NATURE SERVICE DATE
l - -
COMMONWEALTH OF MASSACHUSETTS r ..
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, 80STON; MA 01108 6I7.191.3300
DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems
Installation Authorized Service Provider
Installation Address: O&M Firm:
42 Tonella Lane
Barnstable, MA Wastewater Treatment Services, Inc.
Owner Name: Mail Address:
Miguel Gomes _ E '4,4 Commercial Street
Mail Address: 42 Tonela Lane Raynham, MA 02767
Cummaquid, MA 02637 -Tele hone No.: (508) 880-0233
Telephone No.: 5085312750 Certified Operator Nam
DEP No.: Mfr.No.: - `20726 Cert.No.:
Model No.: Installation Date: Start of Operation: i
MicroFAST 10/30/01
Approval Ty
pe:ype:(Circle) =Season�;*
ence—used less than 6 moJyear: (Circle)
General Provisional Pilotin Remedial o
Operating Information
Previous Inspection Date: InspectioI�n ate Sludge Depth:(to be checked yearly! Pumping commended(Circle)
V) ( Yes no
Effluent Description: Attach copy of certified lab results.
Check all that are required
Samples:Influent Effluent
Parameters:
Other Other Other
Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection
` and During this Inspection:
Notes and Comments:
I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the
attached manufacturer's operation and maintenance checklist, and.the information reported is true, accurate, and complete as
of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00.
Operator Signature
Date
System owner must submit Remedial Use—by January 31"of Department of Environmental
this report, manufacturer's each year for the previous calendar Protection
O&M checklist,and any year Attn: Title 5 Program
required sampling results Piloting& Provisional Use- within ,r,
One Winter Street, 6 Floor
to the local Board of Health 31 days of inspection date I 2
and DEP as follows for
General Use—by September 30'"of Boston, NIA 0_108
- each inspection performed: each year for the previous ►'_ months
5ili'0i
44 Commercial Street
Raynham, MA
02767
Tel: (508) 880-0233
Fax: (508) 880-7232
August 7; 2002
Barnstable Board of Health
P.O. Box 534
Hyannis, MA 02601
Attention: Health Agent
Reference: Single Home FAST® Treatment System
Serial Number: 20726
Attached please find the Field Inspection& Service Report and test results (as required)
for services performed on 7/23/2002 at the property of Miguel Gomes located at 42
Tonella Lane- Cummaquid, MA.
Please call if you have any questions or require additional information.
Si cerely,
anet M. Whitman
Enclosures
Copy to: Miguel Gomes.
r COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 01108 617.391•3300
DEP Approved Inspection and O&NI Form for Title 5 UA Treatment and Disposal Systems
Installation Authorized Service Provider
Installation.Address: t)&tvl Firm:
42 Tonella Lane
Barnstable, MA Wastewater Treatment Services, Inc.
Owner Name: Mail Address:
Miguel Gomes 44 Commercial Street
Mail Address: 42 Tonela Lane Raynham, MA 02767
Cummaquid, MA 02637 Telephone No.: (508) 880-0233
5085312750 Certified Operator Name: �` � �� ✓
Telephone No.:
DEP No.: Mfr.No.: 20726 Ccrt.No.:
Model No.: Installation Date: Start of Operation:
MicroFAST 10/30/01
Approval Type: (Circle) Season ' ence—used less than 6 moJyear: (Circle)
General Provisional Piloting (Remedial Yes I o
Operating Information
Previous Inspection Date: Inspection Date:/ Sludge Depth:(to be checked yearly) I Pumping Recommended(Circle)
Yes No
Effluent Description: Attach copy of certified lab results.
Check all dwr are required
Samples:Influent Effluent 6—Parameters: pH BOD TSS TN
Other Other Other
Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection
and During this Inspection:
41
Notes and Comments:
I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the
attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as
of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 UvIR 2.00.
/ /
Operator Signature Date
System owner trust submit Remedial Use—by lanuary 3 I"of Department of Environmental
this report, manufacturer's each year for the previous calendar Protection
O&VI checklist,and any year Attn: Title 5 Program
required sampling results Piloting& Provisional Use- within One Winter Street, 6"' Floor
to the local Board of Health 3O days of inspection,late
,� Boston, ��[,-k 02108
and DEP as follows for General Use—by September 30 of
each inspection performed: each year for the previous 12 months
5i1i01
Environmental Chemistry
Site Assessment Environmental Services
Quality Assurance Services AnLlyjtC Balance Site Sampling
G A R ' Y R T Data Auditing
Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS
44 Commercial Street REPORTED: 07/30/2002
Raynham, MA 02767 ORDER#: G0237850
COLLECTED BY: M. Dillen SAMPLE DATE: 7/23/2002
TIME: 13:00 DATE RECEIVED: 7/23/2002
LOCATION: 42 Tonela Rd., Barnstable, MA(20726) SAMPLE ID: Gomes
' Grab DESCRIPTION: WATER
RESULTS OF ANALYSIS
Test Parameters i As-m#: 02s7s�o-ot
BOD SM 5210B 07/24/2002 mg/L
pH . 4
15.4
SM 4500 H+B 07/24/2002 S.U. 0-14
Solids Sus ended 7•3
P SM 2540 D 07/26/2002 mg/L 4 7.0
NA=Not Applicable
ND=Not Detected
'<' = Less Than Approved By:�a'��
't' = Detection Limit Manage / Date
Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page I of I
�',..+ ..yam♦,.- ,aF � ` 1 ..q, .. � ....... ire:,i_� +?'aiV.xN:.. <
1
INC0RP0RArE0
8450 Cole Parkway■ Shawnee, KS 66227.Phone 913-422-0707. Fax: 912-422-0808
e-mail: onsite(Stbiomicrobics com■www.biomicrobics.com■800-753-FAST(3278)
FIELD INSPECTION & SERVICE REPORT
For Bio-Microbics Single Home FAST® System
INSTALLAUON
ALTI'HORIZED SERVICE PROVIDER ;
42 Tonella Lane
Installation Address Barnstable,MA 02630 Name Wastewater Treatment Services,Inc.
Owner Name Miguel Gomes Street
Mail Address: Mail Address 44 Commercial Street
42 Tonela Lane Raynham, MA 02767
Cummaquid,MA 02637 City State Zip
508-880-0233 508-880-7232
Phone 5085312750 Fax e-mail Phone Fax e-mail
.: INSTAIT4TMONINFORI�AO]!I
Model No. Serial No. Date of Installation Date of last pumpout
=�J}(�,' �MiicroFAST 20726 10/30/01
E "_cr
Electrical Pane s
Visual Alarm Operating ,a
Audio Alarm Operating
if resent--------------
Blowe s
Air Inlet Filter Clean
Blower Hood Vents Clear
Excessive Noise
Excessive Vibration
Treatment aai s
Unusual Odor
Pumpout Required:
Primary Settling Zone �r
Aerobic Treatment Zone
EFFLUENT(optjoU4 LEWT RESULT
Estimated Daily Flow 3 Bedrooms
H Standard Units)
Color
Tem erature
.or
i<J
TECHMCIAN SIGNATURE, SERVICE DATE
i
44 Commercial Street
Raynham, MA
02767
MA
ni4 Tel: (508) 880-0233
1F r
Fax: (508) 880-7232
April 22, 2002
Barnstable Board of Health
PO Box 534
Hyannis, MA 02.601
Attention: Health Agent
Reference: Single Home FAST® Treatment System
Serial Number: 20726
Attached please find the Field Inspection & Service Report and test results (as required)
for services performed on 4/4/2002 at the home of Miguel Gomes located at 42 Tonella
Lane -Barnstable, MA.
Please call if you have any questions or require additional information.
S' erely,
net M. Whitman
Enclosures
Copy to: Miguel Gomes
COMMONWEALTH OF MASSACHUSETrs — - -
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, 80STON, MA 01108 617-393-SS00
DEP Approved Inspection and O&M Form for Title 5 VA Treatment and Disposal Systems
Installation Authorized Service Provider
Installation.Address: O&M Firm:
42 Tonella Lane
Barnstable, MA Wastewater Treatment Services, Inc.
Owner Name: Mail Address:
Miguel Gomes 44 Commercial Street
nail Address: 42 Tonela Lane Raynham, MA 02767
Cummaquid, MA 02637 Telephone No.:' (5 8)880-0233
Telephone No.: 5085312750 Certified Operator Name: J
DEP No.: 7M -No.: 20726 Cem No.:
Model No.: Installation Date: Start of Operation:
MicroFAST 10/30/01
Approval Type: (Circle) Season ence-used less than 6 moJyear: (Circle)
General Provisional Piloting (Remedial) Yes No
Operating Information
Previous Inspection Date: Inspection ate: Sludge Depth:(to be checked yearly) Pumping,�ommended(Circte)
TEffluent t � Yes Lo I
n Description: Attach copy of certified lab results.
Cheek all dwr an required
Samples:Influent Effluent l/
J C �Jvf Parameters: &V 4 TN
Other Other Other
Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection
and During this Inspection:
Notes and Comments:
I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the
attached manufacturer's operation and maintenance checklist, and the information reported is true; accurate, and complete as
of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00.
f
Operator Signature ate
System owner must'submit Remedial Use-by January 3 l"of Department of Environmental
this report, manufacturer's: each year for the previous calendar Protection
O&M checklist. and any year Attn: Title 5 Program
required sampling results Piloting& Provisional Use-within One Winter Street, 6'" Floor
to the local Board of Health 30 days of inspection date Boston, :ALA 02108
and DEP as follows for General Use -by September 30 of
each year for the previous.l' months
each inspection performed: r 1'. L.
'' 511i01
Environmental Chemist+ Environmental Services
Site Assessment Site Sampling
Analvfiar�*Balance,Quality Assurance ServicesData Auditing
C Q R P O R T 1 O N
Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS
44 Commercial Street REPORTED: 4/12/2002
Raynham, MA 02767 ORDER#: G0234154
COLLECTED BY: J. Peterson SAMPLE DATE: 4/4/2002
TIME: 12:50 DATE RECEIVED: 4/4/2002
LOCATION: Barnstable, MA(20726) SAMPLE ID: Gomes
Grab DESCRIPTION: WATER
RESULTS OF ANALYSIS
Test Parameters LAs-M 02341 4-01
BOD SM 5210B 4/5/2002 mg/L 4 27.8
pH SM 4500 H+B 4/4/2002 S.U. 0-14 7.0
Solids, Suspended SM 2540 D 4/11/2002 mg/L 2 13.0
NA=Not Applicable
ND=Not Detected
'<' = Less Than Approved By:= Detection Limit Lab anager at/�
r .
Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1
M
I]Aij
ORPORATE D
8450 Cole Parkway a Shawnee, KS 66227 a Phone 913-422-0707. Fax: 912-422-0808
e-mail: onsite(Mbiomicrobics.com a www.biomicrobics.com . 800-753-FAST(3278)
FIELD INSPECTION & SERVICE REPORT
For Bio-Microbics Single Home FAST® System
INSTALLATION AUTHORIZED SERVICE PROVIDER
42 Tonella Lane
Installation Address Barnstable,MA 02630 Name Wastewater Treatment Services,Inc.
Owwncr Name MJiguel Gomes Street
Mail Address: Mail Address 44 Commercial Street
42 Tonela Lane Raynham, MA 02767
Cummaquid,MA 02637 City State Zip
508-880-0233 508-880-7232
Phone 5085312750 Fax e-mail Phone Fax e-mail
Model No. Serial No. Date of Installation Date of last pumpout
MicroFAST 20726 10/30/01
-E
•= T N.;:.,s�3yr. r ;'`�t1F i'n7-• 1 �'•4i�_ �i mA4�.i �:.
Electrical Pane s
Visual Alarm Operating ✓
Audio Alarm Operating
if resent
Blower(s)
Air Inlet Filter Clean (/
Blower Hood Vents Clear (�
Excessive Noise (�
Excessive Vibration V
Treatment units
Unusual Odor V
Pumpout Required:
Primary Settling Zone
Aerobic Treatment Zone
EFFLUENT LIMIT RESULT
Estimated Daily Flow 3 Bedrooms
H Standard Units
Color
Temperature
Odor
JECHNICW SIGNATURE SERVICEDATE
1011)
44 Commercial Street
Raynham, MA
FRECEIVED 02767
0 2001 Tel: (508) 880-0233
Fax: (508) 880-7232
ARNSTABLEJanuary 23, 2002 H DEPT.
Barnstable Board of Health
PO Box 534
Hyannis, MA 02601
Attention: Health Agent
Reference: Single Home FAST° Treatment System
Serial Number: 20726
Attached please find the Field Inspection& Service Report and test results(as required)
for services performed on 1/8/02 at the home of Miguel Gomes located at 42 Tonella
Lane - Barnstable, MA.
Please call if you have any questions or require additional information.
Sin ely,
J t M. Whitman
Enclosures
Copy to: Miguel Gomes
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON. MA 01108 617-191•SS00
DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems
Installation Authorized Service Provider
Installation Address. OBcM Firm:
42 Tonella Lane
Barnstable, MA Wastewater Treatment Services, Inc.
Owner Name: Mail Address:
Miguel Gomes 44 Commercial Street
Mail Address: 42 Tonela Lane Raynham, MA 02767
Cummaquid, MA 02637 Telephone No.: (5 8)880-0233
5085312750 Certified Operator Name:
Telephone No.:
DEP No.: Mfr.No.: 20726 Cert.No.:
Model No.: Installation Date: Start of Operation:
MicroFAST 10/30/01
Approval Type: (Circle) Season ence-used less than 6 moJyear:(Circle)
General Provisional Pilotin Remedial Yes No
Operating Information
Previous Inspection Date: Inspecti Sludge Depth:(to be checked yearly) Pumping Recommended(Circle)
Yes No
Effluent Description: Attach copy of certified lab results.
Check ell dwt are required
Samples:Influent Effluent
Parameters: gli OD SS TN
Other Other Other
Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection
and During this Inspection:
i
Notes and Comments:
I certify: I have inspected the sewage treatment and disposal system at the address above. have completed this report and the
attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as
of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00.
O �
perator Signature bate
System owner must submit Remedial Use--by January 31"of Department of Environmental
this report, manufacturer's each year for the previous calendar Protection
O&M checklist.and any year .Attn: Title 5 Program
Piloting& Provisional Use- within 'h
required sampling results g One Winter Street, 6 Floor
to the local Board of Health 30 days of inspection date Boston, L*YI.A 02108
and DEP as follows for General Use—by September 30 of
each year for the previous 12 months
each inspection performed:
5i 1i01
i
Environmental Chem IAT'y� <
Environmental Services
Site Assessment Quality Assurance Services AndyitCa� Ba1mce Site Sampling
Data Auditing
C Q R 'Y R A T I�.. 1 0 1\
Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS
44 Commercial Street REPORTED: 1/15/2002
Raynham, MA 02767 ORDER#: G0231766
COLLECTED BY: J. Peterson SAMPLE DATE: 1/8/2002
TIME: 12:45 DATE RECEIVED: 1/8/2002
LOCATION: Barnstable 20726 SAMPLE ID: Gomes
Grab DESCRIPTION: WATER
RESULTS OF ANALYSIS
s
Vest Parameters LAB-1D#: 0231766-01
BOD SM 5210B 1/9/2002 mg/L 4 20.1
t �
pH SM 4500 H+B 1/8/2002 S.U. 0-14 74
Solids,Suspended SM 2540 D 1/9/2002 mg/L 2 15.5
NA=Not Applicable
ND=Not Detected
= Less Than Approved By: „'�
*' = Detection Limit Lab M ager / ate
i
k
i
y
Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page I of I
;x
17-77,
1
INCORPORATED
8450 Cole Parkway■Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808
e-mail: onsite biomicrobics com■www.blomicrobics.com . 800-753-FAST(3278)
FIELD INSPECTION & SERVICE REPORT
For Bio-Microbics Single Home FAST® System
INSTALLATION
AUTHORIZED SERVICE PROVIDER
42 Tonella Lane
Installation Address Barnstable,MA 02630 --- ... —
C.
Owner Name Nfiguel Gomes
Mail Address:
42 Tonela Lane
Cummaquid,MA 02637 44 Commercial Street,Raynham,iu►02767
Tel:(Sop)880-0233 Fax:(508)880-7232 t -
Phone 5085312750 Fax e-mail --
Phone Fax e-mail
D!IS�/4LI�ITION'iNF?ORI�ATION ,.•:5: t �,,. ���.: °,r, �
Model No. Serial No. Date of Installation Date of last pumpout
MicaoFAST 20726 10/30/01
E �T((
iV���ai��:Y�.'tt'C�� ii '�:C 1N `� •3'' +: _y
Ekctrical Pan s -
Visual Alarm Operating
Audio Alarm Operating hJ
if resent
Blowe s
Air Inlet Filter Clean
Blower Hood Vents Clear
Excessive Noise v
Excessive Vibration
Treatment ami, s
Unusual Odor
Pumpout Required:
Primary Settling Zone
Aerobic Treatment Zone
EFFLUENT LRWT RESULT
Estimated Daily Flow 3 Bedrooms
H Standard Units
Color
Temperature
Odor
CHNIC IGNATURE SERV CE DATE
C-10
44 Commercial Street
Raynham, MA
02767
RECEIVE® Tel: (508) 880-0233
Fax: (508) 880-7232
November 6, 2001 DEC 0 5 2001
BLE
TOWN�OF
DEPT.
Barnstable Board of Health
PO Box 534
Hyannis, MA 02601
Attention: Board of Health Agent
Reference: Home FAST Treatment
Serial Number: 20726
Attached please find a copy of the Product Registration Report for the FAST Treatment
System for work performed on 10/30/01 at the home of Miguel Gomes located at
42 Tonella Lane, Barnstable, MA. Also, attached is a copy of the fully executed
Inspection&Effluent Testing Agreement.
If you have any questions or require additional information please do not hesitate to call.
Sincerely,
;et M�Whitman
Enclosures
f 09/27/2001 THU 12:29 FAX LL ®003
SOP 25 01 03:49p 508 880=7232
p.2
jl .
Plop 1;Onn'I010 till 0MI eutce r '
i,. itioludindthmpsignotwes. moil
ris-A original contra to:
MR-slice&li—ice.
t�trhen+.Mn n2�e� _ R
JAR SALES&SERVICE, INC.
—INSPECTION ANT)EP'MUENT IrM,NG ACRE MENT
Agreement entered into by and between J&R Sales&Service,Inc.(herein called MR)and the FAST'
System OWNER(herein called OWNER) for the inspection by J&R of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at J&R's office,MR will render the following services only:
Equipment will be inspected at feast 4 times per year that this Agreement rertins in effect, with the first
inspections beginning/d 3e1-0/ , These inspections will include:
1) Testing of the sludge depth in the septic tank: x.
4
i) Inspection,power testing and clean/replace intake filter of the air blower. 4
l) I nspection of the alarm system.
1) Inspect overall condition of FAST'"System. '-
1) Notification to OWNER of any problems eneounteted.
1) Service other than routine maintenance will be billed at an hourly rate,plus travel and pans. F
MR shall notify the local Board of Health and Department of Environmental Protection in writing within
24 hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard J&R charges for any parts used in repairs or mainte wince. Any
additional labor time will be billed to the OWNER at standard labor rates of$68.00 per hour.
Emergency service between regular inspections will be provided at standard labor rates during normal
business hours;at time and one-half after 5M PM and on Saturdays;and at double time on Sundays and
holidays. Emergency service charges will include a minimum four(4)burs of labor, plus standard J&A '
charges for payee,plus mileage Hurd travel charges. The annual rate includes routine maintenance,but
does not include repairs required fL—danjages caused by abuse,accidern;there,acts of third persons,
forces of nature,or alterations made to the equipment. J&R shall not be responsible for failure to render
the agreed services if caused by strike, labor disputes,non-cooperation by OWNER,or other factors
beyond the control of J&R.
OWNER understands and agrees that MR is not responsible for special, incidental or consequential
damages, including loss oftime, injury to person or property,or equipment failure..
OWNER agrees that MR may enter OWNER's property and have acceptable access to all areas deemed ;
by MR to be necessary or appropriate for MR to perform its duties hereunder.
_ ^ N Cwwft al sL
bvWwk MA 02767
" ..' - . a>. t�..oar sn•esae► , :. ' r ,
W n _ Fe: so."04232
09/27/2001 TIN 12:30 FAX 1?1004
Sep 29 01 03: 49p 508 9bu-'1Z3Z p. a
Y
This is a two year contract which will be billed.annually.-All,paytnen14 are non-refundable `OWNER's
failure t,6'pay mvotcey promptly or to otherwise comply with this contract mny,result m suspension of
service, cancellation`ofcontrsct and/or nullificetiori of wsrrantirs,-a`t°tile elbctiion af'r&R This
agreement is not assignable without the consent of J&R.and.will.remain..in,force,until canceled by either
party through wrift' "notice.
MANUFACTURER MODEL Na, SERIAL NO. LOCATION ANNUAL RATE
Sio-Microbies MicroFAST �0 7�( Barnstable,.MA $370.00
EOUlnum OWNER Y&R Sales&Service.Yn& .
*Signed by OWNER
' M G011ne;r in jw Sigma; _
*Address:
42 Tonela Lane 44 Commercial Street
Raynhank MA 02767
Tele:(SOS)823-9566
*City: State: Zip: Fax:(508)880-7232
Barnstable MA 02630
Telephone—__ Effective'Wte of Agreement
OWNER 1]61 stands that I ANNUAL RATE payment is for one ycxrvn ofsthts twos= ear a cement
._.,and,is non-refundable;-and(2)Current law-requires OWNER"to maiiiitain a seririce agreementfor the hfe uA
of the.,FA3'1r"System......Y... VE READ AHEM-AND 1WIFOREWING.
q
� x �t Signed by - 14 v
.._. ..�.._„ �_._..�.Ltfttteat Tali __._ .._..__......_w_,.. .,.....,�.._ .. .._.._....,_._.. _ _ ....__. , ,_._ , .,�... a� _+ .. .:. . `•
,m Bftlucttt saeaple taken 4 times per year and delivered to a qualified testing Lab for evaluation. Results sent-
to State and local Agencies as well as the WqM OWNER is responsible for providing acceptablo
access to eftluem to enable a grab saggrle to be taken for laboratory testing performed.-
PE T:
-(PLEASE CHECK ONE) ( .)GENERAL ( X)REMEDIAL ( )PROVISIONAL
*SPECIAL CONDITIONS PER LOCAL BOARD OF HBALTH(Y)or(N) if YES,plm-c uttach copy of
Permit
(X)pH,BODN TSS O Total Nitrogen Nitrate,Nitrite,Ammonia ( )Other:
*Cost for testing; $160.00/Visit ,
Operator anigued; William Everett
Telephone: 15081400-39U *Engineer Larry Silva Engineering
*Approval for Effluent Tessin _.
H ner t lure
e4WA•Mfd.7and .}-«,. ,..,r..w.�`. ..�..,,.. ..., .3 •, .,.e: w A:fi + r - ..+',..n.. } I
4
l
N C O R P 0 R A T E 0
8450 Cloe�Parkway� Shawnee;KS 6e221■ Phone 913s422 0707 Fez 912-422 0808
a=mall`onslteibiomicro a `
�eaat
.x _ �..., .,h.... • m.... biom _. .. Y, AST(327t3 u,,
�icrolilcs c�m.e 800-753-F
PRODUCTTREGISTRATION REPORT:
Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty.
Date of Start-Up' d -3 0 ' 0(Date Shipped to End User 1 /11/ 1 Serial#20726
OWNER
NAME Miguel Gomes
ADDRESS 42 Tonella Lane
CITYISTATE2IP Barnstable, MA 02630
PHONE/FAX 5085312750._
BI0-#MJCROBICS DISTRIBUTOR
NAME Wastewater Treatment Services, Inc.
ADDRESS 44 Commercial Street
CITY/STATE/ZIP Raynham, MA 02767
PHONEIFAX 508-880-0233 FAX 508-880-7232
INSTALLER
NAME
Matt Carroll
ADDRESS y 1653 Lo
'g,.Pond Road- . {.
y _ � E •� st ; x,
CITY/STATE/ZIP `Br . .ewster.MA-=-02631 - > ,
PHONE/FAX 508-896-7660 a - _ .... . ` . .•-,v _ j� ' ..�-M,A, y, ',
CONSULTING ENGINEER ff a llkc ble
\l
NAME La Silva
ADDRESS 1615 Bedford Streeet
CITY/STATE2IP Bridgewater, MA 02324
PHONE/FAX l'
508-G97-3100
Good Bad NA
ELECTRICAL PANEL(S) Good Bad NA '
TREATMENT UNIT(S); -
Visual Alarm Operating Q Q Air vent Gear
Audio Alarm operating n Q' Q Qp Septic tank level
BLOWER(S) Q
Septic tank meets min. size or Q
Wired for correct voltage Septic tank filled to Q
Inlet/outleti operating level
piped correctly Q ❑ Air Lift Operation Q
Filter element installed Q' Q} Recirculation tube in�plaee (� Q
Blower hood secure "
� �" Q -Fasteners tight
Blower works correctly 1!3' Q y -'-• „.,_WATER-TIGHT JOINTS
hBlower located within 100'of: ` Fit -
��"*� Q Q Treatment unit to septic tank (� •Q� -- -
treatment unit - i
Aid line clear., - ( ❑ Entrance tube to insert cover
Air inlet screen:clear Q -
� O Insert to insert cover [� Q
Blower hood vents clear ' Discharge line connection'
Factory Authorized Personnel: Title:
Firm:, Wastewater Treatments Inc Date:
NOTES:
1,000 GALLON >> PROJECT BENCHMARK 1. BOTTOM INSPECTION WAS PERFORMED BY
THE TOWN OF OF
PUMP CHAMBER `9/7 TOP OF FOUNDATION 2. AS BUILT SUBRVEYTWASECOMAPLDETED ON HEALTH.
ELEVATION) 100.00 10/05/01 BY SILVA ENGINEERING ASSOCIATES, PC.3. T
ASSUMED AT TIME OFIPE TINSPECTONATION NOT INSTALLED
C O 12.5' DESIGN ELEVATIONS
INVERT OUT (FOUNDATION) .......... 97.17
INVERT IN (SEPTIC TANK) .......... 96.81
INVERT OUT (SEPTIC TANK) 96.56
INVERT IN (PUMP CHAMBER).......... 96.00
INVERT OUT (PUMP CHAMBER)....... 95.75
RUBBER MEMBRANE LINER INVERT IN (MANIFOLD) .......... 96.75
INVERT IN (LATERAL) .......... 97.50
Cvlb, ® S7 OR EQUAL
B AS BUILT ELEVATIONS
INVERT OUT (FOUNDATION) ....... NOTE 3
NVERT INA 00 PRESSURE DISTRIBUTION INVERT OUTSEPTIC(SEPTICATANK) .......... 96.30
SYSTEM 61' X 27' INVERT OUTP
O UMP
(PUMP CHAMBER)....... 95.45
' INVERT IN (MANIFOLD) .......... 96.80 -
INVERT END (LATERAL) .......... 97.44
1,500 GALLON �,g
SEPTIC TANK s' TIE DISTANCES
W/ FAST UNIT 41' �
\.
SEPTIC TANK COVER-A 27.2 43.3 SEPTIC TANK COVER-B 33.5 37.2
PUMP CHAMBER COVER-A 64.2 21.5
y PUMP CHAMBER COVER-B 63.8 16.2
Cl
J�
I CERTIFY THAT THE SEWAGE DISPOSAL
FACILITY SHOWN HEREON HAS BEEN INSTALLED
IN SUBSTANTIAL COMPUANCE WITH THE REGULATIONS OF
THE LOCAL BOARD OF HEALTH, 310 CMR 15.000
(TITLE 5) THE STATE ENVIRONMENTAL CODE AND
ALSO IN SUBSTAN ,¢ CE V&CH DESIGN
PLANS, EXCEPT
H OF �4
` LAWRENCE n
P A �
P F SSIO_NAL EphN
4.8' AS BUILT PLAN
SITE
g
p o �� 42 TONELA LANE
CUMMAOID, MASSACHUSETTS
PREPARED FOR:
LOT 66. O MIKE GOMES
31,849 S.F. A. A,SN`IN RING
so
(or 0.73 Acres) T>=s P.C.9 c€tA
CIVIL ENGINEERS & ENVIRONMENTAL CONSULTAN
O 1615 BEDFORD STREET BRIDGEWATER. MA. 02324
O FHONE 508 697-3100 FAX 506 697-3136
(�• SCALE DATE I ACAD FILE FIGURE
� 1" = zo' 1o/s/o1 ooaasne �
TOWN OF BARNSTABLE
CF TH E TO,�.
o OFFICE OF
BAax9TesLS a BOARD OF HEALTH
y NAM �
1639• `em 367 MAIN STREET
'EOMAY�' HYANNIS, MASS.02601
March 6, 2001
Lawrence Silva
Silva Engineering Associates, P.C.
1615 Bedford Street
Bridgewater, MA 02324
Dear Mr. Silva:
You are granted variances, on behalf of your client John Potter, to construct an
onsite sewage disposal system at 42 Tonela Lane, Cummaquid. The following
variances were granted:
310 CMR 15.405 (1d): To reduce the soil absorption system area by 25%.
310 CMR 15.405 (1 b): To install a soil absorption system only ten (10) feet
away from the foundation wall, in lieu of the 20 feet
setback requirement.
310 CMR 15.104: To utilize sieve analysis testing results in lieu of
percolation testing of the soil.
These variances are granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar types of rooms which afford
privacy are considered `bedrooms" according to MA Department of
Environmental Protection.
(2) The doors shall be removed at the entrance to the "den".
(3) The applicant shall record a properly worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to three (3)
bedrooms maximum. A copy of the recorded deed restriction shall be
submitted to the Public Health Division prior to obtaining a disposal works
construction permit.
(4) A FAST system shall be installed in accordance with the proposed plans
dated January 24, 2001, signed 1/26/2001.
42tonla
(5) The FAST system shall be monitored in accordance with the MA DEP
provisional use standards.
(6) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the submitted
plans dated January 24, 2001.
These variances were granted because site conditions would not allow for
percolation testing and limited space onsite required reduction of the proposed
soil absorption system.
Sincerely yours, ^
sa G. ask, S. �J
R.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
42tonla
. i a2
T7
p i -�-�
17
p �
leo act)m
Ram
oo
vv
"L-°
Vv
Jan 07 02 02: 28p 508 880-7232 p. 1
' `�ae'tetuatc� �iecr.�irz.�rtt ferucces; ��
44 Commercial Street
Raynham, MA
02767
Tel: (508)880-0233
Fax: (508)880-7232
November 6, 2001
Barnstable Board of Health
PO Box 534
Hyannis,MA 02601
Attention: Board of Health Agent
Reference: Home FAST Treatment
Serial Number:20726
Attached please find a copy of the Product Registration Report for the FAST Treatment
System for work performed on 10/30/01 at the home of Miguel Gomes located at
42 Tonella Lane,Barnstable,MA. Also,attached is a copy of the fully executed
Inspection&Effluent Testing Agreement.
If you have any questions or require additional information please do not hesitate to call.
S' rely,
et M. Whitman
Enclosures
l
Jan 07 02 02: 28p 508 880-7232 p.3
—&—wui inu iz:Ju rAA
Sep 2S O] 03:4Sp 509 88U-"rZ�L P- �1&04
This is a two-year contract which will be billed annually. All payments are non-refundable. OWNiER`s
failure to pay invoices promptly or to otherwise comply with this contract may resuft in suspension of
service,cancellation of contract and/or nullification of warranties,at the election of MR This
agreement is not assignable without the consent ofJ&jk and will remain in force until canceled by either
party through wriRcn notice.
MANUFACTURFR MODEL NO. SERIAL NO. LQQ&TIPN wNNUAL RATE
Bio-Microbics MicroPAST ad � Barnstable,MA S370.00
E0118MENT OWNER X&R Sales&SoMee,Inc
-
*Signed by OWNER
n hae�Gotttesr (_ S.gtad: � y
*Address:
42 Toncla Lane 44 Commercial Street
- - Raynham,MA 02767
Tele:008)823-9566
`City: State: Zip: -- fax:(SOB)990.7232
Barnstable MA 62 330
Telephone____ Efttive bate of Agreement
OWNER understands that(1)ANNUAL RATE payment is for one year only of this two-year agreement
and is non-refundable;and(2)Current law requires OWNER to msiata4n a service agreement for the life
of the FAST"System. 1 MEREADAM CNDFMTAN1D THE FOREGOING.
'Signed by OWNER:
t ftltaeat Testigg
Effluent sale taken 4 times per year and delivered to a qualified testing lab for evaluation. Results sent
to State and local Agencies as well as the OWNER OWNER is responsible for providing acceptable
access to effluent to enable a grab sample to be:taken for laboratory testing pefiormed.
PERMlT:
'(PLEAS);CHECK ONE) O GENERAL ( X)REMEDIAL ( )PROVISIONAL
*SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N)if YES,pteasc anal,copy of
permit
(X)pH,BORN TSS ( )Total Nitrogen Nb rate:,Nitrite,Ammonia ( )Other:
*Cost fot testing: S1GO.00/Visit
Operator ankned: William Everett
Telephone: {Sp$)40p.386S *Engineer: Zany Silva Engineering
*Approwtl for Effluent Te sdn `
H nevifilialtuft
waururFr,hwa •S - '
Jan 07 02 02: 28p 508 880-7232 p. 2
I N C O A P O A A r E 0
8450 Cote Parkway a Shawnee.KS 88227 a Phone 913-422-0707 a Fax:912-422-0808
e-mail: 01422412 crotrics corn a Mm-biarnicrobics cam■800-751FAST(3278)
PRODU
CT
REGISTRATION REPORT
Product Registration Report must be completed and returned to Bio-MicrobiCS, Inc, in order to effect warranty.
Date of Start-U d -30 - o{11ate Shippedto End User 10/11/ 1
• Serial 020726
OWNER
NAME Mi uel Gomel
ADDRESS 42 Tonella Lane
CITY/STATEIZIP Barrmstable, MA 02630
PHONE/FAX 5085312750
NAME 810-MICROBIC$DISTRIBUTOR
wastewater Treatment Services, Inc.
ADDRESS 44 Commercial Street
CITY/STATE/ZIP RajMham, MA 62767
PHONElFAX 508-880.p233 FAX 508-8M7232
NA Matt INSTAs I F;" _
att Carroll
ADDRESS 1653 I"Pond Road
CITYtSTATE/ZIP Brewster, MA 02631
PHONFJFAX 508.896-7t�0
NAME CONSULTING ENGINEER If
Silva .,
ADDRESS 1615 Bedford Streeet
CITY/STATE/ZIP Cnigewater, MA =24
PHONE/FAX 508 697-3100
ELECTRICAL PANEL(S) Good Bad NA Good Bad NA
Visual Alarm Operating TREATMENT UNITS)
❑ ❑ ❑
Audio Alarm Operating Air vent clear
[� ❑ ❑ Septic tank lave!
BLOWER(S) ❑
Septic tank meets min.size, [,�' ❑
Wired for correct voltageSeptic tank filled to
Inlet/outlet piped correctly operating level ❑
❑ ❑
Filter element installed (��' ❑ Air Lift Operation
Recirculation tube in place
Blower hood secure a
❑Blower works correctly Fasteners tight a ❑[ ❑ WATER-TIGHT JOINTS
Blower located within 100'of Gr ❑ ❑ Treatment unit to septic tank treatment unit ( 0
Air line clear (�' ❑ Entrance tube to insert cover
Air inlet screen clear ❑ ❑
❑Blower hood vents clear Insert to insert cover C3 ❑
�. ❑ Discharge line connection
or ❑
Factory Authorized Personnel:
Firm: W r Tr Title:
i In . date: O —d
Jan 07 02 02: 29p 508 880-7232 p.4
&—A AUV 14:ZV MA
Sep 25 01 03:49p
• 50o efuk-7232
p.2
+'�comptee UI�iems mortce
!igecd orieiml eedltrel to:
tltq lder&tiesv:se I__
44 Cemmn__ p'�kpe�
AR MUS 8 SERVICE.INC.
IN5PIEC'Y'ION AND NT TESTING A EMENT,
Agreement entered into by and between MR Sales&Service,Inc.(herein tailed J&R)and the FAST-
Systern OWNER(herein called OWNER)for the inspection by j&R of certain equipment of OWNER
is described below.
Upon acceptance of this agreement at J&R,s office,MR will render the following services only:
Equipment will be inspected at least 4 times per year that this Agreement remains in effect,with the first
inspections beginning/6_ 36-Q1 • These inspections will include:
1) Testing of the sludge depth in the septic tank.
1) lnspection,power testing and cleanlreplace intake fitter of the air blower.
1) Ittispeotion of the alarm system.
t) inspect overall condition of FAST'System_
1) Notification to OWNER of any problems encountered.
1) Service other than routine maintenance will be billed at an hourly rate,plus travel and pars.
MR shall notify the local Board of Utah and Department of Environmental Protection in writing within
24 hours Of system foiture or alarm event including corrective measures that have been taken.
OWNER will be billed standard MR charges for any parts used it,repairs or ruairttenahcd. Any
additional labor time will be billed to the OVVNM at standard labor rates of S6a.00 per hour.
Emergency service between regular inspections will be provided at standard labor rates during normal
business hours;at time and one-half after 5_00 PM and on Saturdays;and at double time on Sundays and
holidays. Emergency service charges will include a minimum four(4)hours of labor, Plus standard,T&R
charges for parts,plus mileage and travel ehargea. The annual rate includes routine ntaintetrance,but
does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,
forces of nature,or alterations made tp the equipment. MR shall not be responsible for failure to render
the agreed services if caused by strikes, labor disputes,noncooperation by OWNER or other Facto rs
beyond the control of J&R.
OWNER understands and agrees that MR is trot responsible for s
loss oftim Pawn.incidental or consequential
damages,including e, injury to person or properly,or equipment failure.
OWNER agrees that MR may eater OWNBR•s property and have acceptable access to all areas y MR to be necessary or ap�opriate for MR to perform Its duties hereunder, deemed
M CW4MWd A
A"MM VA MIS?
t.r sot-an.�
rr SOt el0lts
f JOHN D.POTTER
P.O.BOX 2388 '
MANAMA, BAHRAIN
TEL: (973)742509 - FAX: 742597 - INTERNET E-MAIL:potter@batelco.com.bh
FAX/VOICE MAIL IN U.S. (212)658-9050
February 14, 2001
Mr. Miguel Gomes i
42 Tonela Lane
Cummaquid, MA 02637
USA
Dear Mike,
I hereby authorize you to represent me at the forthcoming meetings of the County Health
Department and of the Conservation Commission to answer questions and discuss the
proposed plan for the new septic system at my house at 42 Tonela Lane, Cummaquid.
Sincerely yours,
JOHN D. POTTER
I
'i
Silva
Engineering
Associates, P.C. Lawrence P. Silva, P. E.
February 20, 2001
Town of Barnstable
Board of Health
367 Main Street
Hyannis, Massachusetts 02601
Re: 42 Tonela Lane
Septic System Repair
Dear Board Members:
The purpose of this letter is to respond to staff comments on the plan and application that was
submitted by Silva Engineering Associates, P.C. (SEA) for the subject site. Each issue and
response is addressed below:
Comment: No floor plans submitted.
SEA Response: Mr. Gomes has completed a sketch plan of the three-bedroom house, which will be
provided with this letter.
Comment:' No sieve analysis results submitted.
SEA Response:Attached is a copy of the analysis on a soil sample taken from the site. The soils are
classified as compacted Class II and an absorption rate of.1 S gpolsf must be utilized for design.
Comment: No variance requested regarding 100 feet setback to wetland.
.SEA Response: This request has been added to the plan since the septic system is located within the
100 foot buffer to wetlands.
Comment: Property line setback variance not requested.
SEA Response: This request has been included under 310 CMR 15.211, however under 310 CMR
4051(a), the requested relief can be granted by local Board of Health. The property line shown is
from a certified plot plan (attached).
Comment: Why FAST system proposed?'
SEA Response: DEP policy #BRPIDWMPeP-P00-4 requires that systems designed in compacted soils
with less than the required SAS area will need to incorporate an I/A treatment technology approved
by DEP for recommended use.
I trust that this letter and the revised plans will address the comments of your Board. I have a
conflict in schedule with another public hearing in Bridgewater and will not be able to attend
Civil Engineers & Environmental Consultants
1615 Bedford Street• Bridgewater, MA 02324• Phone (508) 697-3100• Fax (508) 697-3136-
your meeting at the scheduled time. My client is eager to resolve this matter and I respectfully
request that the plan as revised be approved.
Sincere
awrence P. Silva, P.E.
President
cc: Mike Gomes
Potter,John&Maria Luisa
r
Silva
Engineering
Associates, P.C. Lawrence P Silva, P. E.
January 29, 2001
Town of Barnstable
Board of Health
367 Main Street
Hyannis, Massachusetts
Re: 42 Tonela Lane
Cummaquid, Massachusetts
Dear Board Members:
On January 8, 2001, Silva Engineering Associates, P.C. (SEA) in conjunction with Enviro-Tech
Drilling completed a test boring at the above referenced location in order to obtain a soil sample at
the site. (Copies of the soil boring logs are on the plan). As you are aware, percolation tests were
attempted at this location on December 12, 2000, but due to poor soil conditions, a standard
percolation test could not be completed. Soil samples from the test boring were sent to Tibbett's
Engineering Corporation (TEC) for evaluation and classification.
After reviewing the results of the analysis, it was determined that the soils are Class II, however, the
compact nature of the horizon requires that the system be designed using an absorption rate of.15
gpd/s.f. SEA is hereby requesting that you approve the use of the textural analysis in lieu of a
standard percolation test. In addition, SEA is also requesting approval of the following waivers:
310 CMR 15.405 (1 d) —Local Upgrade Approval
A variance/waiver is hereby requested for the use of a remedial unit. This unit will allow for the
reduction in soil absorption area. The residential FAST unit that is proposed is DEP approved for
up to a 50% area reduction. A 25% reduction in area is proposed.
310 CMR 15.405 (1 b)—Local U rade Approval
A variance/waiver is hereby requested for the reduction of the soil absorption system 20-foot
setback from cellar wall to allow a 10-foot setback with a rubber membrane liner.
If you have any questions, please feel free to contact.me. Otherwise, I will wait to hear from you
with the date and time of the meeting. At that time, the abutters will be notified via certified mail.
Sincerely,
6>i awrence P. Silva, P.E.
President
Civil Engineers & Environmental Consultants
1615 Bedford Street• Bridgewater, MA 02324• Phone (508) 697-3100 • Fax (508) 697-3136
Silva
Engineering
Associates, P.C. Lawrence P. Silva, P E.
January 16, 2001
Donna Moirandi
Town of Barnstable
Board of Health
367 Main Street
Hyannis, Massachusetts 02601
Re: 42 Tonela Line
Barnstable, Massachusetts
Dear Donna:
Please find attached, the test boring logs for the subject site. As you can see the soils do not
improve significantly to a depth of 33 feet.
The soil from 4'6" to 9'0" is a fine coarse sand with gravel and noticeable mottling at a depth of
7 feet. It is this soil horizon that should be used to classify soils, however, I believe that a Class
II determination is most probable. Since the available area is quite limited, the maximum
leaching system will be approximately 1,000 square feet in size provided a fifteen-foot setback to
the foundation and a five-foot setback to the front property line is utilized (see attached
preliminary plan). An over dig to loosen the compacted soils will improve system performance.
If you agree, I will send the soil samples to the laboratory.
Sincerel
r
a�
Gh�
Lawrence P. Silva, P.E.
President
rm
. .. rr....'w4 ... ., r.,..e ... A" ..}
. r•
, : .. sF..,i ,: e' Sbr. _,.._... t 4. ,..f. s A ,.,. _ �.a.:t .i ..:+.iy-.. �-,;.. .f:.� �.✓ i i
Civil Engineers & Environmental Consultants
1615 Bedford Street• Bridgewater, MA 02324• Phone (508) 697-3100• Fax (508) 697-3136
O1/15/O1 12:16 ^n508 252 5888 ENVIRO-TECH IA002
Tel.(eaa)53s-3i77 CLIENT MIKE GORES
BORING I CUMMAQUID,MA
VIRO-TECH WELL PROJECT 42 TONELA LANE
DRILLING. INC. LOG CUMMAQUIDISARNSTABLE,MA
Street
—
125 Tremo
nt tt�ee
Rehoboth,MA 02769
DRILLER D. LEZIKI BORING CASING SAMPLER CORE t3ARREL
INSPECTOR NO. B-1
LINE 8 STA OFFSET SHEET 1 TYPE, HSA SS
SUPLEIEV. OF 2 SIZE 10 4.251N. 1.375 IN.
ART JANUARY 8,2001 FILE HAMMER WT. 1400 LB.
S-TFINISH JANUARY 8 2001 NO- 01001 HARM.FALL _ IN.
DEPTH COI SAMPLE MOISTURE STRAT. SAMPU MSSIFICATION
A O. DE E C LOW DENSITY CHANGE AND REMARKS
FEET PEN ON SAMPLER OR CONSIST FEET
0'6" Dam der brown LOAMY TOPSOIL
10 18"124" 8 Medium Dry,tan,silty,FINE TO COARSE SAND AND GRAVEL(POSS.fill)
s Dense 2"
2.6r3".5
7 Dry,dark brown,silty FINE SAND,some organics
53
44 120"124V
S Ve Dry,tan to light gray,silty,FINE TO COARSE SAND,trace fine to
31 Dense coarse gravel
42 4,6"
5.035
Dry,tan,FINE TO MEDIUM SAND,trace coarse sand and fine
33 S __Verygravel;trace slit
51 Dense Moist,tight brown,silty FINE SAND,little-some medium to coarse
66 sand and fine to medium gravel
73
7.5 4 7'9' 53 24"124" S Ve Wet,tan to brown,silty,FINE TO COARSE SAND AND GRAVEL
88 Dense trace mottling
85
67 91
5 9'4 V 16 22"124" S Hard Moist,brown SILT,little clay,trace-little fine to coarse sand and `
10.0 14 gravel
17
18
6 11'-13' 19 20'724" S Hard Moist,brown SILT,little clay,trace-little fine to coarse sand and
31 gravel
12.5 39 12'G„
45
7 13'-15' 26 22"124" S Hard Moist,gray SILT,little clay,trace-little fine to coarse sand
42
15.0 42
6 15'-17' 5 12"124' S Hard Wet,gray SILT,little clay,.trace-little fine to-coarse sand
9 -
35
23
ITS 9 1 T•19' 21 22'124"` S Hard Wet,gray SILT,little clay,trace-little fine to coarse sand
43
- ,54"
58 Wet,brown SILT,some fine to coarse sand and gravel
10 1W-21..;, 6 2"124" S Hard
OR REC
SAMPLE IDENTIFICATION 18. PENETRATION RESISTANCE PO ERYclayey COLUMN A GROUNDWATER OBSERVATIONS ,
5 SPLIT SPOON 1401b.WL falling 30'on 2'O.D.Sampler
T-THIN wA' TUBE cob unless Da„atty Oohaalve Conslstenry AT 18 FT AFTER 0 HRS
U-UNDISTURBED PISTON
04 Very Loose 0.2 Very Soft PROPORTIONS USED AT AFTER HRS
0,-OPEN END ROD 5 9 Loose 3A Soft trace 0-1095
W-WASH SAMPLE 10-29 Med.Dense 64 Med.SIM M 1 D.20% NOTE: 'Levels may vary with seasonal ituctuat on and
A=AUGER SAMPLE 30-49 Very Decree 9-13 Stiff some 20.35% the degree of sd saltration when the taring was taken.,
50+Very Dense 16-30 Very SGff and 35.50%
31+Herd
01/15/01 12:17 IP508 252 5888 ENVIRO—TECH IA 003
Tat_(800)S35-3S77 CLIENT MIKE COMES
BORING / CUMMAQUID,MA
VIRO-TECH WELL PROJECT 42 TONELA LANE
DRILUNG. INC. LOG CUMMAQUIDIBARNSTABLE,MA
125 Tremont Street
Rehoboth,MA 02769
DRILLER D.B 101-2I AN BORING - CASING SAMPLER CORE BARREL
INSPECTOR _ _ NO. — B-2 -
LINE 8 STA OFFSET SHEET 2 TYPE - HSA SS — —
SUR.ELEV. OF 2 SIZE ID 4.25 IN. 1.375 IN.
START JANUARY 8,2001 FILE HAMMER Wr. 140 LB.
FINISH JANUARY 8 2001 No. 01001 HAMM.FALL 30 IN.
DEPTH COL. SAMPLE MOISTURE STRRT. SAMPLE CLASSIFICATION
A DEPTH—RA—NOr REC i BLOWS1W NGE
DENSITY CHA AND REMARKS
FEET PEN ON SAMPLER OR CONSIST FEET
26
37
11 21'-23' 33 14"124" S Hard Wet,gray SILT,little clay
46 22'
22.5 59 Wet,rust brown,FINE TO MEDIUM SAND,trace coarse sand and
38 Fine gravel
12 23'-25' 4 16"1W S Very Wet,gray-brawn FINE TO MEDIUM SAND
29 Dense 23'10" n
40 24'6" Wet blue SILT AND CLAY
25.0 34 2W 10" ft bLvmp,FINE TO COARSE SAND trace fine gravel _
13 25'-27' 23 S Dense Wet,olive brown SILT
43 Wet,light brown,FINE TO MEDIUM SAND AND SILT,trace coarse
— Y6 sand and fine gravel
37
27.6 14 27'-29' 36 16"/24" 5 VON 27'6" W I et,light brown FINE TO MEDIUM SAND AND SILT as above
— _ 56 Dense
44 26'8" Wet,light brown,FINE t0 MEDIUM SAND trace coarse sand
32
15 29'-31' 54 W'124" S Dense Wet, light brown FIRE TO MEDIUM SAND AND SILT,trace coarse
30.0 21 _ sand
16 30'6"
14 Wet,brown,FINE TO MEDIUM SAND,trace-little coarse sand,
16 31'-33' 14 16'724" 5 Ve trace slit
29 Dense
32.5 33 32'6" Wet brown,FINE TO MEDIUM SAND trace coarse sand
4$ 33' Wet.light br FINE TO MEDIUM SAND AND SILT trace coarse
sand
END OF BORING AT 33'
35.0
SAMPLE IDENTIFICATION PENETRATION RESISTANCE COLUMN A GROUNDWATER OBSERVATIONS
S-SPLIT SPOON 1401b•VOL falling 3P on Z.O.D.Sampler _
T-THIN WALL TUBE CoheslonIm Density_Coheeiye Consistency AT _18 FT AFTER 0 HRS
U-UNDISTURBED PISTON 4 Very Loose 0.2 Vmy.SoR PROPORTIONS USED AT AFTER JHRS
0
O-OPEN END R00 5.9 Loose 3-4 Soft trace 0-10Y.
W-WASH SAMPLE 10-29 Mad Dense Sa Med.Stiff Mile 10.20% NOTE: Levels may vary with seasonal Buduation aril
A-.AUGER SAMPLE 'I 30-49 Very Dense 9-15 Stiff some 204% tl1a degree or son sauutien when the bating was talcmr.
50+Very Decree 1&M Very Stiff and as-sov.
31+Hard
i
MUm T ,a..
O � It, T T m
T T T T
41
(Y^ 1
41 .
00d
m m a°�h
4 • \ �� � T T T T
41
T T
Emma
maiii
41
41
41
�o, ,r/v�' r i / j •
Al r T m m T
9/, - 41 4, 4,
T T T T T
41
IV
1 T T T
(a3wnssd) £ m T T m
00'OO L NOLLVn3l3 HMZ
NOLLVaNn03 30 d0 m v T T T m R
T m T m
m m
JAN-16-2001 00:05 P.01
r. Silva
Engineering
Associates, P.C. Lawrence P. Silva, P. E.
January 16, 2001
Donna Moirandi
Town of Barnstable
Board of Health
367 Main Street
Hyannis, Massachusetts 02601
Re. 42 Tonela Lane
Barnstable, Massachusetts
Dear Donna:
Please find attached, the test boring logs for the subject site. As you can see the soils do not
improve significandy to a depth of 33 feet.
The.soil from 4'6" to 9'0" is a fine coarse sand with gravel and noticeable mottling at a depth of
7 feet. It is this soil horizon that should be used co classify soils, however, I believe that a Class.
II determination is most probable. Since the available area .is quire limited, the maximum.
leaching system will be approximately 1,000 square feet in size provided a fifteen-foot setback to
the foundation and a five-foot setback to the front property line is utilized (see attached
preliminary plan). An over dig to loosen the compacted soils will improve system performance.
If you agree, I will send the soil samples to the laboratory.
Sinter
Lawrence P. Silva, P.E.
President
Civil Engineers&.Environmental Consultants
1615 Bedford Street•Bridgewater, MA 02324• Phone (508)697.3100•Fax (508) 697.3136
JAN-16-2001 00:05 P.02
-TOL(soo)S35-3377 CL{ENr Mlf�GOES — —
�n�to-YecH soalNG r � ►�lo,lam► —
DRI R06TE INC-HWELL ' PROJECT 42 TONEI.A LANE
I Trm+N 9tr�eas LOG CUAIAIAAOUMWIRNSTABLE,AAA
Robwboth.t4A 027619 ��pp�
BORING CASING SAMPLER CORE SAFREL
INSPECTOR NO. 8-1
s srA _-. . „,._OFiSET - OF
St aEv. of
r 2 SUE to 425' IN.
_
AAT JAN Y 8,Z 101 __ FtIE HAMW.R wr. 140 LB. -
FINI6M JA
COL 2D01 NO. �� twMlt FAIT 301N.
OEPtM SAMpLE MOISTURE I . &WPLE bLxw �N
A AM� OENSRT CNAME ANb RZUARKS.
FEET FuN ON SWAPLER OR CONSIST FEET
0-6 1Damp_4qrbmmL0AWTW$O& _.... —
10 t!nd" tiAediw+,u Dry,tall,
g .FINE TO COARSE SAND AND GRAVEL(pose.fill))
2.B — 7 Dry.dart brown,sBty FINE SAND.soma oryanks
53
2 3•d ad 16-124" s V cry.tan to Hq N gray.•f FINE TO COARSE SAND.trace thou to
31 Oats wares gravel
42
d'v
Dry,tan,FINE TO MEDIUM SAND.trees coarse sand and fine
S S.T 33 2029 8 very gravel,tram sm
61 Daroe MIOJK Upt brawn,@IRV PINE SAND,ilttte-some median+to wars*
66 send and Rne to medium Brawl
73
7.5 4 TA' 63 2d.44' Vori YM.tan to brown,Silly.FINE TO COARSE SAND AND GRAVEL.
es flume" frets mottling
86 _
67
6 9'-!1' 16 22124 Hard IMobt brown►SILT,little an.trace-flute 6ae to coo W band WKI
ta0 14 growl
17 -
.., 18
6 11'-13' 18 20 7j4" S Hard Mefat,brown SILT.Little clay,trace400 fine to coarse send avid
1 gravel
17.5
7 13'-1S 29 22-W- S Nerd tllalat,gray StLT,log etsy,tMC6406 fine to coame send
42
--
_ B 151-1T' b 1 s Nerd we%"SILT.%Me cloy.hote4ftde fine to caume sand
9
3
23 ...
17.s 9 1r.1w 21 22"na" s Hard WvC gray SILT."Jo Ckay.frets litU•Ma to coarse sand
43
54 1n,r - — -
56 e1,broom SILT.some fin*to ccoms sand atd growl
10 19-21 T72a" _ S Nand
18 C Y 1n Blom shoo)
SAMPLE IDET{MMAT10N PENETRATION R9WANCE COLUMN A GRONNDYVA ISCR 085EliVAT10tIS
S.THur�N Tao m.wL tnarro AT _1 B FT AFTER
T-STHiNPU WALL TUBE E310
3— SCR GROPOte(00 U p AT AFTER MRS
U-UNgu5711�D f45TON U'_ - -
O-OPEN ESA ROD 34 Soft e9lle 0.10%
d.vane 64►Ntl.bull Ome 190% NOTE: louse rtwtr very a19t��rM+awoa+me
W-WASH SAMPLE ere an=j eet�~On boil rate cyaen.
A•AtMfl 9A"LtE ry Detre ¢d3a degtr opence t6 20 VYq Sb'f am 3'&m%,
31.Mad
JAN-16-2001 00:06 P.03
TOL(600)53*4577 1` CUMT WKE GWES -_—
VIRO-TECH 1 BORING t CUMMC wD,NA
RILLING. INC. ' WELL PROJECT 42 TOMMA LANE _. . -
125 T"nfo"Swam ` LOG CU MAQVtM0 TAME,MA
Rahabou4 KA 02769
DRILLER EMLEZIMN BORM CAVING SAMPLER CARE BARREL
P SPECT" � _.� — ��
UNE ILSTA --- --... _. OF6SU ._._. SHEET 2 TYPE HU SS ._
Env. _ _ aF 2 sizeLo 4M ML 1.375 IN.
ART . NARY 8,2001 FRA NAMMER WT. 140 LB. ---
NMK JANUARY 100 NO. 01001 WMIlA FALL 30 IN.
'Pill
OOl SAMPLE mofb� STRAT. 3AMp Q.AwF;m-nON
A } r aL0AY8AY DEM5RY, CIMNG£ ANDREMAFM
FEET PEN ON&LER OR CONSIST FEET
2@
17 -
t1 39__ t4 4W S Nerd_ VT"SILT.lift ciay
46 zr
ns 39 _... wati fWt brom.FMTO NMRM SAND.Vraco coarse w 4ad W
_. 36 rate '
t2 Z9'-29' 4 1617A 9.. V. . ' Vft%9y.0r6r NNE TO MED M SAND
De '
9 -TARO
R
_
CLAY
25-0 34 — 2A'40" 0 TQ CGARSE 1p�fsaav fate aravaf • _,
13 . ,251,27' _23 5 Demo wet 00ft brow h 5W
23 wo%ftM proven,FINE TO MBDIUM BAND AND SILT,trace CM Me
land and ff"grand
_ J7
27.5 14 _ 2T.2S' 36 ,+ irr14' S V 2T'6". _ FBHE TO SAND AND SILT(ae apowl. _
Oeme
_ 32
is 31' t�aa~ 5 .. Deanv Waf. W�ht oFDwn FNiE 70 NIEDNNI 8At4D AND SILT.woo coarse
21 sand
1SL_ it r -
- 14 L brown.FM TO MORN SAND.Vac"00 ccar"sand,
16 31'-39- 14 t6'724` i V VMS am
32.s — 3Y 6" W brown HNE TO I19EDltINI SAND,trace coarse aand
2r Wft MM brom FNE TO I EMIR UXD AND 3 LLtracs c0aM8
uad
ENO OF 8ORM AT 33'
35A _
&A"tkfi M)ENT iICATM pEN¢TRgT I tN: TANCE col,MN A GROUNDWATER 083MATIONS
Is-sate s,om +aoab.vet,re"w an r 0 0.sampler
T-THfNvvALLTU8E Cmrd a onh000mmoy coh"I"aw"m AT to FT AFTFSi —.9 HRS
� U-UNDISTUR� TO D PISTON "Wry Lmte O.Z Yo7 son PROPORMAIS USE_ AT AFTER S
0-OPEN-EW ROD 5S8 LAew 3.4 Sdt omm o-17*
r_yyagN gam to•2i Mee geese a a Mee.Sae mot To�wx NO7E: L..An mer rsv� are
a•AUOER SAMPLE as-sa vov owa $.Is&M eeste 2046% o»�m of rwl csIIrahor ehen au tbm+a�►Woe+
w V"Osma I&M%"Still end 0•A
3t.Ntra
JAN-16-2001 00:06 P.04
- d
w W
W W W
W w W W ♦
W w W W W 1WH
Q.M0� .
OF FOUNDATION
ZWN ELEVATION 100.00
W W - W W • - (ASSUMED)
i w W w W 25.k
W W W W 4WH ( L::JJ
W W W W W F'•,•,....•..�. '
r/ay•�,� ! - h.
r W W W W GV*i ( _ �•
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41
5.3'
Ilk
w •Y W W !
w W w y f O
L
f M1lJ
TOTAL P.04
0
w V
No. -• vm
Fee
THE COMMONWEALTH OF MASSACHUSETTS . Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYication for Mizpozal *raem Conotruction Permit
Application for a Permit to Construct( . )Repair )Upgrade( )Abandon( ) O Complete System ❑Individual Components
/
oc on ress or o. 1 N e Address and Tel.No.
Lati Add Lot N �T/_•' L Owners am ,
Assessor's Map/Parcel ��3�/�P 09 ow
s
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
/ff3f7 e"/�-axa u wL 00906F117AV.. /s!t • Si-ILIA "1G. 1.61 r
�2�c.�,rjr2 P", S��' BjCo' 7loGG �/�ld.���ie %'►rl�. I?�'�- C� -3�od
Type of Building:
Dwelling No.of Bedrooms Lot Size 3Z (P-50-9 sq.ft. Garbage Grinder( )
Other TI pe of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 1—620-6 f gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets S Revision Date
Title
Size of Septic Tank /5--a-d Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
I)PSIG ING ENOMMIM all ISX sup-ERVISE
INSTALLATION AND CERTIFY IN WRITING
Date last inspected: 'fHE.SYSTEM WAS INSTALLED IN STRICT
Agreement: ACCORDANCE TO PLAN.
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued b this Board of H th.
Sign Date 2-
Application Approved by Date �- f
Application Disapproved for the following reas s
Permit No. �'' Date Issued
T"* V
f-
No. .,.`�°"°'�. '/ r' � J Fee
r` !' Entered in com utev,
THE COMMONWEAL"TH OF MASSACHUSETTS, A < : p w yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTS
`Z[pprtcation for �Diopogal 6pgtem Congtruction Permit
Z. Application for a Permit to Construct( . )Repair Upgrade( )Abandon( )` ❑Complete System ❑Individual Components
Location Address or Lot No. z,2 T rC� 1 G ° Owner's Name,Address and Tel.No.
`7- /v �a1 �
Assessor's Map/Parcel
!r Installer's+Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
/f0:1 �'ftQRGG! 0-906F,97-_ �jt /�/IG. ���5^ ���Fd�t
PC-1s ;i {►.r4, 5B�
� 7 Cn' 7GG G f Ca9 R�L, Od. 1
Type of Building:
Dwelling No.of Bedrooms Lot Size 3/. P-10-S sq.ft: Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Z- 6�r1-6 / gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title l
Size of Septic Tank Type of S.A.S.
Description of Soil
h0 11,. ;
Nature of Repairs or Alterations(Answer when applicable)
�. Date last inspected:
- Agreement: ,
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system .
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
f <cof Compliance has been issued by this Board of Hpalth.
Sign r r" Date 2— Rs, L 1
Application Approved by _ A, ) Date, c7'06-O
Application Disapproved for the following reas s
Permit No. Date Issued `02�o'C)
' V-\�A\ :T0 1p+4 10j ll. , THE COMMONWEALTH OF MASSACHUSETTS
i
^�� 91 ��U! 1.� BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY, thafthe On-site Sewage Disposal System Constructed( )Repaired )Upgraded( )
Abandoned( )by
at 'I l,J. 1 fc G. in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit NA.,,6,#bconstructed
ted
Installer Designer
°k. .The issuance of this pe t shall not be construed as a guarantee that the system will function as designed.
-.. �,... Date io i r/ U Inspector ZA .-t-
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
i
PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS
ligpogar &pgte (Congtruction Permit
Permission is hereby qlhtejto Construct Rep r( )Upg de band n( )
System located at In/ r"'
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the followinglocal provisions or special conditions.
Provided:Constructio m st be completed �� within three years of the date of this p'� . i
F / � /t / f � f
Date: ! Approved by t f I 1
/ / _ , ,
z s: Silva
#' Engineering
Associates, P.C. Lawrence P. Silva, P.E.
January 9, 2002 F
David Stanton ?: .
Town of Barnstable
Board of Health
200 Main Street
Hyannis, Massachusetts 02601
RE: 42 Tonela Lane
Barnstable, Massachusetts
Dear Mr. Stanton:
On October 9, 2001, I forwarded to you an as built plan of the septic system repair
completed at the subject site. Since that date the pumps have been installed and the float levels
and controls were tested to be sure that the system functioned as designed.
It is my professional opinion that the septic system has been installed in substantial
compliance with the design plan and is currently in operation without any problems. Minor
grading issues near the septic tank and blower unit, will be addressed by the contractor as soon
as weather permits.
If you have any questions or require additional information please contact me.
Sincerely,
aw4rence P. Silva, P.E.
President
Cc: Matt Carroll
Miguel Gomes
i
Civil Engineers•Land Surveyors• Environmental Consultants
1615 Bedford Street•Bridgewater, MA 02324• Phone (508) 697-3100• FAX (508) 697-3136
_ I
bl/14/2bbl 13:51 bIJ136 '6' tUll llbbEl l5 ENUlNEEHINU FIAUt lb
-------
3 .0" y --100 .00 76.100 #102.00000 100.00
1.0" 100 .00 25.400 #18 1.00000 90.00
1/2" 91.20 12.700 #35 .50000 72 .80
3/8" 87.10 9.510 #60 .25000 56.00
#4 72 ..80 4.760 #140 .10500 39.20
#10 48.80 2 .000 #2.70 .05300 32.80
#18 34 .30 1.000 .03468 31.60
#35 22 .60 .500 .02842 29.60
#60 13 .60 .250 .02025_ 27 .60
#140 6.10 .105 .01448 24.60
#270
3 .20 .053 .01031 .21.60
.00734 19.60
.00525 15.60
.00375 11.60
.00.267 9.60
.00139 " 7.60
For Triangle Classification
Percent of Total Sample Based on mat. passing #10 sieve
Retained on #10 Sieve: --------- ______-____- ______
--------------------------- 4 Sand = 67.2
V Silt = 25 .6
$ Retained (2mm) 51.2 IF Clay - 7 .2
MARKS:
Thomas Perreira
- ----------------------ry �
Laboratory Technician Christopher M. whine
Laboratory Director
r
01/24/1b01 13:52 5b888b%811 TIBBETTS ENGINEERING PAGE 09
i
Client: Silva Bngneering ASSOC Job No. Inst. 01-006
1615 Bedford Street Date: 01/22/01
Bridgewater, MA 02324 Report #:GS1017D
Project : 42 TonelaStreet
Barnstable, MA
INBD HMROMHTER AND SIEVE ANALYSIS REPORT COMBINED
�t*�**,t�t�rtrr**�+r*t*it,►t*�*,rt�s**t**+�****+rt*f+��r�**�+r,►,rt*
(ASTM D 422)
Dry Sieve Analysis Hydrometer Analysis of the
mple ofmple Totample Portion Passing #10 Sieve
Sieve Passing Size(mm) Sieve Size(mm) # Pass.
StardcrdSieve Size ..
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R�
_ s
l
: SEP"1 8
ENt�
No. Date: January 9, 2001
Commonwealth of Massachusetts T . O
Barnstable, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: Lawrence P. Silva, P.E. Date: December 12, 2000
Witnessed By: Donna Moirandi
Address : 42 Tonela Lane Name: Miguel Gomes
Map: 336 Street: 42 Tonela Lane, Cummaquid
Lot: 66 Telephone: (508) 531-2750
New Construction ❑ 'y tf Repair
Office Review
r
Published Soil Survey Available: No ❑ Yes
Year Published 1993 Publication Scale 1 :25, 000 Soil Map Unit: B1B
Drainage Class Soil Limitations: Moderately well drained soils
Surficial Geologic Report Available; i'No ® _Yes ❑
Year Published Publication Scale
Geologic Material (Map Unit)
Landform:
Flood Insurance Rate Map: 250001 0001_ D
Above 500 year flood boundary No ❑ Yes
Within 500 year flood boundary No Z Yes ❑
Within 100 year flood boundary No ® Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS) : Month December 2000
Range: Above Normal ❑ Normal ❑ Below Normal
Other References Reviewed:
r i
t
On-site Review
Deep Hole Number SEA-1 Date: 12/12/00 Time: 8 : 00 AM Weather: Overcast/mild
Land Use: Residential Slope (o) 0-3 Surface Stones: Few
Vegetation: Lawn Landform: Terrace
Distances from:
Open Water Body 500 feet Drainageway 50+ feet
Possible Wet Area 50 feet Property Line 25 feet `
Drinking Water Well n/a feet Other feet
DEEP OBSERVATION HOLE LOG
Depth from Soil Soil Texture Soil Soil Others
Surface Horizon (USDA) Color Mottling
(Munsell)
0-8" Ap Sandy loam 10YR3/1 Friable
8-24' Fill _ Med-coarse sand 10YR6/6 Friable
24-36" Old T&S Sandy loam 10YR3/2 Friable
36-42" Cl Silt loam 10YR6/2 42"
7.5YR5/8
42-120" C2 Sandy loam 10YR6/3 84" Compact
7.5YR5/8
Parent Material (geologic) : Glacial Till Depth to Bedrock: >33 feet
Depth to Groundwater:
Standing Water in Hole: none inches Weeping from Pit Face: 82"
Estimated Seasonal High Ground Water:. 84"*
* See attached test boring log
{ 1
s
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole
® Depth to soil mottles (test boring)
❑ Ground water adjustment feet
Index Well Number Reading Date Index well level
Adjustment factor Adjustment ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material
exists in all areas observed throughout the area proposed for the soil
absorption system? No - limited soil ability
If not, what is the -depth of naturally occurring pervious material?
Stratified layers greater than 20 feet. See test log
Certification
I certify that in November 1996, I have passed the soil evaluator
examination approved by the Department of Environmental Protection and
that the above analysis was performed by me consistent with the required
training, expertise and experience described in 310 CMR 15. 017 .
Signature Date �� )
t
Location Address or Lot No. 42 Tonela Lane
COMMONWEALTH OF MASSACHUSETTS
Cummaquid, Massachusetts
Percolation Test
Date: December 12, 2000 Time:
Observation Hole # SEA-1 SEA-2
Depth of Perc 42-60" N/A
Start Pre-soak 10: 02
End Pre-soak 10: 18
Time at 12"
Time at 9"
Time at 6"
Time (9"-6")
Rate Min. /Inch Abandoned—Little movement
Compact soils
* Minimum of 1 percolation test must be performed in both the primary
area AND reserve area.
Site Passed ❑ Site Failed
Performed By: Lawrence P. Silva, PE Certification Number:
Witnessed By: Donna Moirandi
Comments :
SILVA ENGINEERING ASSOCIATES, P.C. RECEIV
1615 Bedford Street
Bridgewater, Massachusetts 02324 FEe 2 Q 20
Tel (508) 697_3100 r°HE°TyoNSTq
Fax (508) 697 3136 FpT
LETTER,OF TRA3NSIvIITTAL
�:
DATE: FEBRUARY 16,2001
TO: TOWN OF BARNSTABLE
DONNA MOIRANDI
367 MAIN STREET
HYANNIS,MASSACHUSETTS 02601
FROM: LAWRENCE P.SILVA _
RE: 42-TONELA•LANE,CUMMAQUID . .
Please find enclosed, a `Soil Suitability Assessment for on-site Sewage Disposal" report for the above
referenced location.
If you have any questions, please feel free to contact me.
Cc: Mike Gomes
Civil Engineers • Land Surveyors • Environmental Consultants
" 9
F
t
4�THE Tpky DATE:
O�
FEE:
• 9ARNSTASLE,
p MASS. g
t639. REC. BY
'own of Barnstable
S CHED. DATE:
Board of Health
367 Main Street, Hyannis MA 02601
Office: i08-862=3644 Susan G.Rask,R.S.
FAX: 508.790-6304 Sumner Kaufman,tl'v1.S.P.H.
Ralph A.Murphy,M.D.
V_ MANCE REQUEST FORM
LOCATION
Property ?address: 42 Tone1 a T,ane, curmacpicl
Assessor's Map and Parcel Number Map 336, Parcel 66 Size of Lot: 31:1'1849 S.f.
Wetlands Within 300 Ft. Yes x Business Name:
pro Subdivision Name:
APPLICANT'S NAME: Mike Gomes Phone (508) 531-2750
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAv1E CONTACTPERSON
Lawrence Silva
Name: John Potter Name: Silva Engineerincf Associates, P.C.
` 1615 Bedford Street
Address: Post Office Box 23H address: Bridgewater, MA 02324 _
Manama, Bahrain Phone: Phone: (508) 697-3100
VARUXNCE FRONT REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
310 CMR 15.104 Site conditions would not allow for
310 CMR 15.405 (lb) percolation testing and limited space
310 CMR 15.405 (ld) or, site requires reduction of proposed
-- SAS.
�Checklist(to be completed by offce staperson.eceiving variance,request apoiicatzon)
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(!)copies of r'oor plan submitted(e_.7. house plans or restaurant kitchen plans)
Silgned later stating that the property owner authorized you to represent him/her for this request
Applicant understands 'hat the abutters must be notified by certified mail at least ten days prior to meeting
date at aopiicant's expers�(for Title V and/or local sewage regulation variances only)
Full menu submitted (for grease trap variance requests oniyl
`variance request application Fee collecceu1,t ,rlar¢ul.p odircl+unrcne.+la ,r�l,r :wr0(IrrCt'Cntr+llS(5am 0wMAJ35C -1-i.W-d.•I
&wg ant c.ten ewlb,same 0-"'At—It Ql.yj.)rId•x ",to r_pi,'44e4 scw,At disposal syvums;colt It jo np;a+sron to the pullers pmpciefl
Variance request submitted at least l; days prior to meting date
t VARIANCE APPROVED __ __� Susan G. Rusk, R.S.. Chairman
NOT APPROVED sumner Kaufman, M.S.P.Fl.
R6ASON FOR DIS \PPROV L_ - Ralph A. Vlttrphy, yt.D.
No. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
Town OF Rarn,tab1 P
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair (X) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components
42 Tonela Lane John Potter
Location Owner's Name
Map 336 Post Office Box 2388, Manama, Bahrain
Map/Parcel it Address
Lot 066
Lot# Telephone#
To be determined Silva Engineering Associates, P.C.
°i1i0 "111L 1615 Bedford Street; " iagewater, MA 0232
Address Address
(508) 697-3100
Telephone it Telephone#
Type of Building: Lot Size 31,849 Sq.feet
Dwelling—No.of Bedrooms Three Garbage Grinder ( ) i
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow (min. required) 330 gpd Calculated design flow gpd Design flow provided 247 gpd*
Plan: Date 1/24/01 Number of sheets 2 Revision Date --
Title Septic System Repair Plan * Request for reduction of required SAS - See plan
Description of Soil(s) See plan for pit/boring information
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS Replace existing septic system with new
1500 gal septic tank with microfast pretreatment, pump chamber and pressure
distribution system.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Inspections
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
------------------------------------------------------------------------d-
No. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEA/pgraded
CERTIFICATE OF COMPLIAN
Descriptt of Work: ❑ Individual Component(s) ❑Complete Syste
The undersigne ereby certify that the Sewage Disposal System;Constructed( ),RepaireAbandoned( )
by:
at
has been installed in accordan with the provisions of 310 CMR 15.00 X(Ti5) and the approved design plans/as-built
plans relating to application No. dated Approved Design Flow (gpd)
Installer
Designer: nspector X Date
The issuance of this certificate shall not be construe s a arantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE P APPROVED FORM 5/96
No. THE CO ONWEALTH OF MASSA USETTS FEE
BOARD OF HEAL
DISP AL SYSTEM CONSTRUCTION PE IT
Permission is heret, granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) a ' dividual sewage
d/applicati
as described
ior Disposal System Construction Permit No. dated
Pction shall be completed within three years of the date of this permit.All local conditions must be met.
D Board of Health
F DEP APPROVED FORM 5/96
FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON
No. THE COMMONWEALTH OF MASSACHUSETTS r. FEE opt
l
BOARD OF HEALTH
Town OF Ra_rn_stabl e
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT t
w Application for a Permit to Construct ( ) Repair (X) Upgrade ( ) Abandon ( ) - ❑Compl0cc-System ❑Individual Components
42 Tonela_lane John Potter
Location Owncr's Name
Map 336 Post Office Box 2388, Manama, Bahrain
Map/p;ucel H Address
Lot 066 .
" Lot H -telephone H
To be determ3.nea Silva Engineering Associates, P.C.
1615 Bedford Street;n s1.1�gewater, MA 023&
Address Address
(508) 697-3100
Telephone It Telephone H
u Type of Building: Lot Size 31,849 Sq.feet
Dwelling—No.of Bedrooms Three Garbage Grinder ( )
tOther—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures _
Design Flow min. required) 330 d Calculated design flow d Design flow provided 247 d*
g ( q ) gP g gP g P gP
'• ,: Plan: Date 1/24/01 Number of sheets 2 Revision Date --
Title Septic System Repair Plan * Request for reduction of required SAS — See plan
Description,of Soil(s) See plan for pit/boring information
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS Replace existing septic system with new
1500 gal septic tank with microfast pretreatment, pump chamber and pressure
distribution system.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Inspections q
r
i
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
F
i
t .
No. THE COMMONWEALTH OF MASSACHUSETTS FEE
i
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Descriptl of Work: ❑ Individual Component(s) ❑Complete System
The undersigne ereby certify that the Sewage Disposal System;Constructed( ),Repaired( ) pgraded( ),Abandoned( )
by.
at
has been installed in accordan with the provisions of 310 CMR 15.00 (Ti 5) and the approved design plans/as-built
plans relating to application No. dated Approved Design Flow (gpd)
Installer
i
Designer: Inspector Date
,I The issuance of this certificate shall not be construe as a uarantee,that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE EP APPROVED FORM 5/96
i
I
'i No. THE CO ONWEALTH OF MASSA USETTS FEE
t
BOARD OF HEAL H
DISP AL SYSTEM CONSTRUCTION PE IT
- Permission is here granted to Construct ( ) Repair ( ) Upgrade ( r ) Abandon ( ) a ndividual sewage '
disposal system at )' as`described •'
in the a,pplicatio„ for Disposal System Construction Permit No. dated
Provided: nstruction shall be comRieted within three years of the date of this permit.All local conditions must be met.
Date Board of Health
'• FO M 2 - DSCP SDEP APPROVED FORM 5/96
4
FORM 1255 (REV 5/96) H&W HOBBS&WARRENTM PUBLISHERS- BOSTON
TOWN OF BARNSTABLE
2041
LOCATION Ic�w a '� SEWAGE #
To.,
33� U66
VILLAGE Barn S�4ke ASSESSOR'S MAP & LOT.®
INSTALLER'S NAME&PHONE NO. �IN� C`r�vl� + �tiv
SEP
TIC TANK CAPACITY Ga+ Mao vw+ pw2 pe
LEACHING FACILITY: (type) �5� (size) C� �X z 7
NO. OF BEDROOMS 41 AlejelY JAM/ nKs Afln svee
syr,�
BUILDER OR OWNER iM i e �GsMe
PERMTTDATE: q COMPLIANCE DATE: ZOL 1
Separation Distance Between the:
Feet
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility (If any wetlands exist Feet
within 300 feet of leaclun facility)
Furnished by
NOT2i P T B N A r.eorrcu u ES mraxuco 9r
1,000 GALLON rM2 mrm a e•9r N eoum o<D—W
PUMP CHAMBER `9i• TOP OF FOUNDATION 2,As aimr su99rr•As rnux2rru ox
u ELEVATION 100.00 0/03�°1 ar$°•°1E°'�°"o A�Oq"rzs•
1 Ir� MCyQ(S (ASSUMED) �"""`� t nut aVis9mron. �r �
1 QJr'1 1 IG V
� o
IMEAT w rWNW1pM) ...__.9 7
ime9r Vs( nme) .._9e.er
. 0 uaFm srrnc ))
VrvE%r qII(f911P eE91.._...96.n9
Cf91 9973
RUBBER MEMBRANE'LINER
1D OR EQUAL .iMrtarm urz9rp. .. 9zso
ALBUILI
8 O � wpuwxwxNva2FWrnwR9rrrrr awOaoUu rtr)(Sw(((mrSwoaEeDnu<lr9m Ic r7A.7IaMAKKex)rn)e)2A_
_
PRESSURE DISTRIBUTION
O SYSTEM 61' X 27'
1,500 GALLON �9S
SEPTIC TANK
W/ FAST UNIT 4.1' m m
SFPIC root eOIW-e 27.2 —
sane sva eoe29-e M.2 37.s
eeuP c=COVfII-A 21.3
ry wuv c�wmm«r+rn-e u.e ie.x
4.8'
�sxax�aax x.s em 9ar.wm
rur9a mrv.9a.d x amuno9s v
iee�9eu eoum ar wcu n om nam
(u s na Herz mmna wcu ��
V R�Axi o IDi H OF a
eG x P AS BUILT PLAN
SITE
42 LANE
UIMM CAOIDD.MASSNELA NASSACHUSETTS ,
LOT 66 �O PREPARED FOR
MIKE GOMES
- i (or 0.73 Acres) O -
01!23l2bbl 1Z:b9 5b877152b3 � STAPLES PAGE O2f82�,,,.
e' T
N N/F y
ROBERT M. GUERTIN
} Nf F
X5.18' a CHARLES W.
JONeS
'
139.2't �.
O �
O
r 40.5't
6 N V
�T
_ MOPOSEO 31,849 SIF ,
ADDITION 0.73 ACRES
8'x. 8'
rN F
.
S. WATERS
217.91,.
DAVIS 3RD
N%F
GERALD MULLINS
JOB 9 -337A
CERTIFIED PLO - -PLAN
LOCATION TONELA LANE .BARNSTABLE, MA
PREPARED FOR: i
SCALE 1" 40' DATE.,: . 10-3-94
REFERENCE LOT 26 PB 250 PC 155
MARRY POTTER, '.
HEREBY C1 fMN THAT THE STRUCTURE
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON.
cape engineering, tno. ! z
WO SURVEYORS —� �_---- — ---
01/24/2M 13:52 50888b7811 TIBBETTS ENGINEERING PAGE T04 `
f I
-' tjeCtibbe Ux
C, ,w*emng OM.
CONSULTING ENGINEERS
CIIesIt: Me Engineeftap Assoc Job No. Inst. 01-006
181 S Bedford Street Date: 112?/01
5ftewater,MA 02324 Report No.G8101 TO
Pr*t: 42 TonMa Lens
Barnstable,MA
Combined Hydrometer end Steve Analysis Repoft
Dry 8leve Anslysft Hydrometer Ana of the
or the Toth Sample Portion P48ft the S10 sieve
Sieve %Pass. 8tte w sieve size w %Pass
x
j, 100 78.100 No.10 2.0000 100.00
100. 25.400 NO. 18 1.0000 90,00 _.
1/2 912 12.700 No.35 0.5000 72.80 .
3W 87.1 9.510 No.a0 0.2500 58.00
No.4 72.8 4.760 No.140 0.1050 3920
No. 10 48.8 2.000 No.270 0.0530 32.80
No.18 34.3 1.000 0.0347 31.00
4.1 No.35 22.8 0.500 0.0284 29.80
N0.80 13.0 02M 0.0203 ZT.80
No.140 6.1 0.105 0.0145 24.80
No.270 3.2 0.053 0.0103 21.00
0.0073 19.80
0.0053 15.80
0.00" 11.80
0.0027 9.00
0.0014 7.80
Pement of Told Semple For Triangle ClassMation
Retained on the No. 10 Sieve Based on Material psesinp the No. 10 Steve
%Rdsln Mw)= 51.2 %Send 87.2
%Sot 25.6
%Clay 7.2
Remarkr.
AbMn giiM
Tedaifdm Chri tophsr M.Vffft P.E.
Laboratory DfrWor
�s
- 3
New Decfc r
c
5 1/ N
Ln
pi
s, R ♦. co
.. ' ..
Fsmtty
' co0
new tV'L have
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� - dia � l—T��v d�sfiwasher
"m new f2" k
m vuao co -:.-„-
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s = O o nrz!
SU5¢}eFKIBd;;.
:.. / ..t
ip
i ---��i20v co or- i
sUspondecl
refrme w h
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...� r
;,� ,._._�..r...,..
� 2 's c� 'fiat
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t ; wood 66lumn'
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a -
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4
wall with existing
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f Wall;
it
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a
i
LOCAL B. 0. H. REQUIREMENTS
SUBSURFACE SOIL_ EXPLORATION DATA -
SPECIFIC REQUIREMENTS OF THE LOCAL BOARD OF HEALTH
. NOTES: SH
OULD BE REVIEWED BY CONTRACTOR PRIOR TO THE DATE: DECEMBER 12, 2000 o
CONSTRUCTION OF THIS SOIL ABSORPTION SYSTEM. WHERE TEST CONDUCTED BY: LAWRENCE P. SILVA
1 . THIS PLAN WAS PREPARED FROM A LIMITED FIELD B. O. H. REQUIREMENTS EXCEED TITLE V REGULATIONS OR
SURVEY PERFORMED BY SILVA ENGINEERING ASSOCIATES SPECIFICATIONS ABOVE, THE MORE STRINGENT APPLIES. BOARD OF HEALTH WITNESS: DONNA MOIRANDI
P.C. ON DECEMBER 12, 2000. MAP 336, PLOT 39 SPECIFIC REQUIREMENTS OF THE B. 0. H., AFFECTING THIS
N/F DESIGN, ARE AS FOLLOWS: SEA-1 SURFACE ELEVATION) = 98.5
2. PROPERTY LINE INFORMATION ILLUSTRATED ON THIS DAVIS, S. WATERS 3RD BARNSTABLE REGULATION PART VIII — SECTION 1.13 �� N
PLAN WAS OBTAINED FROM PLAN ENTITLED "CERTIFIED PLOT PLAN"; DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER
PREPARED BY DOWN CAPE ENGINEERING, INC.; DATED OCT. 3, 1994.
SANDY �� C `"
3. ACTUAL LOCATION OF IMPROVEMENTS TO THE PROPERTY LINE 0-8" Ap LOAM 1OYR 3/1 FRIABLE
� 6A
ARE BASED UPON AVAILABLE INFORMATION. G cumma uid
_ _ _ �s���n,,..... ....._6_. . SITE
a
WETLANDS LINE SHOWN WAS FLAGGED BY WALTER HEWITSON, MEDIUM
4. THE
PH.D. ON NOVEMBER 28, 2000 AND LOCATED BY FIELD SURVEY. °°• 8-24" FILL COAF,SE 10"(P, 6/6 FRIABLE
MAP 335, PLOT 25
SAND
ti
N/F — — _ __
MULLEINS, GI'::.RALD SR., DOROTHY 1 �'r�zPona
w w 24-36" OLD SANDY 1OYR 3/2 FRIABLE
w w w T&S LOAM LOCATION MAP
`Y w w w 4 -•� ••_-
w w w w w
1WH
SILT 42"
36-42" C 1 LOAM 1`'�'�R 6/2 7.5YR 5 8
MAP 336, PLOT 41 w w w w w w w NCH IrIARK /
l�,
Y w w w w 'w w 2WH l ! 0P OF FOUL DAT110N
N/F w w w w • r, �y. ELE*✓AwN 1[00.00 _ _ »* LEGEND
JONES, CHARLES W. TR. w w w w sw _ � (ASSUMED) 1 42--120" C2 SANDY 1f?YR 6 3 84 COMPACT
LOAM / 7.5YR 5/8 PROPERTY LINE
25 g' EXISTING EDGE OF PAVEMENT
w w w w 4WH / •
r w w w w w / ���`.Z� 1 �� PROPERTY LINE TO BE VERIFIED GROUNDWATER ELEVATION -- STANDING WATER IN HOLE = NONE EDGE OF WETLANDS
LOT CC w w w w w ��• AT TIME OF CONSTRUCTION — �— EXISTING BOUND
V V w w w w s , ! 1 GROUNDWATER ELEVATION = WEEPING FROM PIT FACE — — 1o1 — EXISTING CONTOUR
31,849 S.F. ,' w w w w�� / ry_ DEPTH TO PERCOLATION TEST : 42-60" ABANDONED
(or 0.73 Acres) w w w w �,/ ,1 ; % ) PROPOSED GRADE
S RUBBER MEMBRANE LINER
37.7'' 1 g B�OWE �2' OR EQUAL ESTIMATED SEASONAL HIGH GROUNDWATER = 91 .5* DEEP OBSERVATION HOLE
Pam' w w ® PERCOLATION TEST
Q� w w w
WWWWWW ` EXISTING UTILITY POLE�° w w w w ' 7 // FAST S �i;y t, PRESSURE c Q i
DISTRIBUTION
w w w w w %' UNIT r '�. ti �� � ;%yrf SYSTEM �llF— EXISTING WATER LINE
° ® . � ,� � � ������ ��� WAIVER I VARIANCE REQUESTS
EXISTING SEPTIC SYSTEM --
0P4�`' TO BE ABANDONED AS w w w w ✓ k {' rr
2u ' ` c y y•> 100` WETLAND BUFFER —G— EXISTING GAS LINE
PER STATE ENVIRONMENTAL � w w ' ',� i ' � K ��"� % s� `� s��� 3 0 CMR 15,104 — P RCCLgTION„TESTING
1 E
CODE, TITLE V SECTION 3.5' A VARIANCE IS REQUESTED FOR "I HE USE OF A DRY
(TEXTURAL) SIEVE ANALYSIS IN LIEU OF A STANDARD
310 CMR 15.354. w w ';,r n 7�✓ �'
REVISIONS
vq
PERCOLATION TEST
310 CMR 15.105 1 a — L�?CAL U;MADE APPROVAL
w w w w g ) \ f i6<fll fi� i q, 9y l , �, A VARIANCE/WAIVER DATE DESCRIPTION
VER IS REQUESTED FOR THE REDUCTION
w w w '. OF THE SEPTIC SYSTEM LOCATION FROM THE PROPERTY
� fys5, LINE. PROPOSED SYSTEM WILL BE 3.5 FEET FROM THE 2/20/01 ADDRESS BOH COMMENTS/MINOR REVISIONS
SFr
�� SIDE PROPERTY LINE AND 4.1 FEET FROM THE FRONT
r. ✓� " J
PROPERTY LINE.
0 It
"98 , 31 CMR 15.4Q��11 LGA ',ry APPROVAL
w w w w s yy% > o A VARIANCE/WAIVER IS REQUE`�1, FOR THE REDUCTION
10
OF THE SOIL ABSORPTION SYSTE 20 FOOT SETBACK FR�CM
LOW A l COT SETBACK WITH A RUBBER
8- iowH �. �Fo� �• MEMBRANE LLINER. A
L 0 Fr-',,
W s .
3 R 1 C
...air ror w w+•:; ;
_ ,:.; A- V�ARINC AI VER I i�
t1AP. 336 PLOT 42 w w w w �. -
9 1 4 IN THE REQUIRED SU&fit F, "_ 1_l�;,-OSAL i�F�EA DESIGN
N/F
w w w w • `; i .;. .:. REQUIREMENTS. 1 l:ti<i Ir T THAT t�a� I M► `�`�`AG _' lIr;� }`,,':i
GUEI7TIN, ROE�ERT E. & JOAiVNE E. w w w W11I �,y; 310 CMR 15.211 — MINIMtJf�_ SETB ACK DIS AN , SHOWN HEREON HAS F3ttN DESIGNED li'-1
w w w w w 1 A VARIANCE IS REQUESTED FOR THE CONSTRUCTION OF A ACCORDANCE WITH THE REGULATIONS OF THE
SOIL ABSORPTION SYSTEM ''NITHIN 20 FEET of CELLAF� WALL LOCAL BOARD OF HEALTH AND TITLE V OF THE
w w w w '
1 AND 10 FEET OF PROPERT` LINT_.. PROPERTY LINE TO BE MASSACHUSETTS ENVIRONMENTAL CODE.
VERIFIED AT TIME OF CONS TRUCTION.
w w w w w 1 �QO � BARNSTABLE REGULATION PAi T VIII — SECTION 1.13 �N of
A VARIANCE IS REQUESTED FOR CONSTRUCTION OF A SEPTIC
w w w w 1 SYSTEM WITHIN 100 FEET OF A WATERCOURSE. o�' LAWRENCE
w w w w P. R�
c SILVA
FESSIONAL ENGINEE w =81-C
w w w 12W4 AN MAP 336, PLOT 18 ,:;�, 0 9F �
w w w w N/F DESIGN ��ALCULATIONS �FSso77
N���,r'
w w O GERRIER, ROBERT & MARIE
w
DAILY FLOW REEOUIREMENTS: DATE
3 BEDROOMS ® 110 GPD/BEDROOM = 330 GPD
SEPTIC TANK FJ-_QJI REM ENTS:
SEPTIC SYSTEM REPAIR PLAN
REQUIRED:
330 GPD x 2 = 660 GALLONS
i" MINIMUM ALLOWA _LC; SITE
- 1500 GALLONS (I 'IW.R "i ITLE V). MAP 336 PLOT 66
PROVIDED: 42 TONELA LANE
1 ,500 GALLON SR._PTIC, TANK
(USE OF DOMESTIC GARr.'GE GRINDER PROHIBITED) CUMMAQUID, MASSACHUSETTS
BUTT I (2) 2"X 2"X 3'
HER STAKES EACH LOADING R A `,.�E C R I T E R I A
BALE EMBANKMENT — PREPARED FOR:
• s'f DESIGN PERGOLA;iON� . ,ATE = 60* MINMIN/INCH MIKE GOMES
' I V) SOIL CLASS: _11* 'COMPACTED)
FLOW I U- - I 42 TONELA LANE
39 CUMMAQUID, MASSACHUSETTS 02637 ,,
(STAKES EICH �`' _
BALE' o -1 —�j=_ _ _� j� SYSTEM DESCFIf'TICNA:
Iill--11T 1g�pfl �III� 1 LEACHING FIELD W 6" STONE UNDER
' ( 27' WIDTH SILVA
ENGINEERING
ASSOCIATES, P. C.
PLAN I SECTION 61 LENGTH
— — — — — CIVIL ENGINEERS & ENVIRONMENTAL u
NOT1S: BOTTOM ARE& CONSULTANTS
1. I�plSTALL HAY BALES FOR TEMPORARY EROSION CONTROL AS SHOWN ON SITE PLAN. 1 X 61' LENGTH x 27' WIDTH) = 1,647** S.F 1615 BEDFORD STREET
(ILT SCREEN MAY BE USED INSTEAD OF HAY BALES.) BRIDGEWATER, MA. 02324
2. III►EII RFORM SITE CONSTRUCTION PHONE (508) 697-3100
3. PAM AND SEED ALL SLOPES AND DISTURBED AREAS. PERCOLATION RATE & SOIL CLASS DETERMINED BY FAX (508 697-3136
4. MOVE TEMPORARY EROSION CONTROL AFTER VEGETATION IS ESTABLISHED. \ )
5. RESTORE ALL DISTURBED AREAS. DRY (TEXTURAL) SIEVE ANALYSIS DATED 1/22/01
HAYBALE INSTALLATION DETAIL SCALE DRAWN DATE ACAD FILE SHEET
(N.T.S.) ** 75% OF REQUIRED SAS 1 "= 20' SRM 1/24/01 00085SS 1 OF 3
SOIL ABSORPTION SYSTEM NOTES "°ems
1.CONCRETE 4,000 P.SI AFTER 28 DAYS
1 . DISTRIBUTION LINES FOR LEACHING BED SHALL BE 2 REM ToP.1 WALLS ac FLOOR 4 z 4/4 z 4 W.W.M.
CONSTRUCTED OF PVC SCHEDULE 40. SLAe TOP PI NG A D
61' 3.r FWVGED PIPING AND VAlvts. 7'ALARM
-10"
2. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY 4.0 WATER LEllE1 VISIBLE AND E
POWERED BY A gRgllT SEPARATETE FR FR011 THE _
SOUND AND TIGHT. 1 1/4"0 PVC SCHEDULE 40, PUEA'POW LOCATE IN A NORMALLY OWRED
��DWt1llN���IODEI.�DSC2230PER - ��r� -
3. EFFLUENT DISTRIBUTION LINE OUTLET ORIFICES SHALL BE PERFORATED PIPE (TYP)
EVENLY SPACED ALONG TWO ROWS, RUNNING THE LENGTH FINISHED GRADE AS PER PLAN I �
ww v38Nsev�Ac
liiiiiiiiiiiiiiiiiiiillll
PRFSS�AClIVA1ED OpBAQ SM101
OF THE LINE, ON EACH SIDE, AS SHOWN. ORIFICES SHALL
s" GRAVEL (MIN)
BE 1/4" DIAMETER.
4. EFFLUENT DISTRIBUTION LINES SHALL BE LEVEL. LATERAL INVERT 0 ELEV. 97.5 - 0000000000000000000�000�000o00000 ----s o00000000-c)0oo0,� 000000
INES TO HAVE A MANIFOLD INVERT 0 ELEV. 96.75 EA 20 cc
5. PVC PIPING USED FOR DISTRIBUTION L -' - - - "
MINIMUM CRUSH CAPACITY OF 1500 PSI. 41
3 1 MANIFOLD WITH
BOTTOM OF STONE ® ELEV. 96.50 1 1/4" REDUCER TEES.
6. BOTTOM OF EXCAVATION FOR SOIL ABSORPTION SYSTEM 5' LIMIT OF REMOVE AND REPLACE 5' LIMIT OF REMOVE AND REPLACE
TO BE LEVEL AND SCARIFIED PRIOR TO PLACING STONE. I I
7. THE STONE SHALL CONSIST OF WASHED STONE RANGING
FROM 3/4 TO 1 -1/2 INCHES IN SIZE AND FREE OF IRON,
FINES AND DUST. THE STONE SHALL BE COVERED WITH AT
LEAST A 2" LAYER OF WASHED STONE RANGING FROM 1/8
3 - 20"0 COVERS
TO 1/2 INCH IN SIZE, AND BE FREE OF IRON, FINES AND
C9 DEPTH CHARGER dA�IC110N X FOR
4'MUSHROOM VENT 24!NIN.MANHOLE CONTROL PANEI RElK1IE MOUNTED
DUST IN PLACE. ALL STONE MUST HAVE LESS THAN A 0.2% COVER TO GRADE 4" WALLS (TYP) CONTROL PANEL MODEL
MATERIAL FINER THAN A NUMBER 200 SIEVE AS DETERMINED ESTIMATED SEASONAL HIGH GROUNDWATER ELEV 91.5f - - -
BY THE AASHTO TEST METHODS T-11 AND T-27.
SIDE VIEW - - 9OET BOOT LOCATED
AT END OF EACH LATERAL, �'-o"
As REQUIRED
1 1 4" LATERAL DRILL 1/4" HOLE TO VENT Lin Ulm� 4'r PVC INLET 96.00
/ SYSTEM BETWEEN DOSES 2'1 PVC OUTLET 9575 3"
27'
1 1/4.0 PVC SCHEDULE 40, PURGE HOLE
5' PERFORATED PIPE (TYP) FLOAT RACK
FINISHED GRADE AS PER PLAN Y FORCE MAN Q DUPLEX FLOAT TOT "
£GATE VALVE YDOFl# "15 I
10
PERFORATIONS BETWEEN TWO 8" GRAVEL (MIN) Y VALVE 4'-5 1/2" iv
QUID
LATERALS TO BE STAGGERE LEVEL \
LATERAL INVERT 0 ELEV. 97.5 NOTE: SECOND 00
1 1/4" LATERAL MANIFOLD INVERT 0 ELEV. 96.75- _------ ---- -_-_ ----_- -_ -_--- _--_ ^ _ BARNES Sohn PUS �LAG WATER P ON 00
9290 PUMP OPTIONAL
-�3"O MANIF OLD NTH 2"4s FROM PUMP CHAMBER YODEL EH1022L(2) LEAD PUMP 9265 d
BOTTOM OF STONE 0 ELEV. 96.50 1 1 4" REDUCER TEES. TO 3 MANIFOLD
- 5' LIMIT OF REMOVE AND REPLACE : +' LIMIT OF REMOVE AND REPLACE
CONCRETE RE a ° e ' d O ° d '
REMOVE AND REPLACE ALL UNSUITABLE MATERIAL FIVE FEET 2'BAF STATIONARY FiT11NG
1/4" DIA. HOLES TYPICAL AROUND & UNDER SYSTEM TO ELEVATION 94.'0 AND REPLACE WITH 1 OOO GALLON PUMP CHAMBER
FILL MATERIAL, MEETING THE SPECIFICATIONS >OF 310 CMR 15.255(3).
(NTS)
DISTRIBUTION LINE DETAIL ESTIMATED SEASONAL HIGH GROUNDWATER = ELEV 91.5t -
. END VIEW REVISIONS
DATE DESCRIPTION
SOIL ABSORPTION SYSTEM CROSS LECTIC W ' 2 0 PVC FROM 2 20 01 ADDRESS BOH COMMENTS/MINOR REVISIONS
p _ PUMP CHAMBER TO `-
3„O MANIFOLD
11'-0" 4" PERFORATED
1 1/
PVC PIPE
10'-0" 3"O CENTRAL MANIFOLD
- - - - - - - 3.5' 61'
CERTIFY THAT THE SEWAGE DISPOSAL FACILITY
SHOWN HEREON HAS BEEN DESIGNED IN
ACCORDANCE WITH THE REGULATIONS OF THE
LOCAL BOARD OF HEALTH AND TITLE V OF THE
00 MASSACHUSETTS ENVIRONMENTAL CODE, EXCEPT
to
FOUNDATION
I - _ 5.Or •..`.. . ;' . • � . . . :. . . •` ..:• . . ' ..., • . . WHERE VARIANCESRE NOTED.
A
TOP OF 100.00t
I I ::_... LAWRENCE y
FOUNDATIONP.
5.Or
FINISH GRADE 99.3f
SILVA =;
INVERT OUT 97.17
1.0r
: AL
- 24"� COVERS 5" WALLS (TYP) 5. Of ONA E
3 ( p
GATE VALVE
_ NEW SEPTIC TANK 3.r
6"4 INLET TEE 6'0 CAPACITY 1 ,500 GAL PVC PIPE _ ASEPTIC SYSTEM REPAIR PLAN'
1'-0" r-1 1 1/4"0 PERFORATED SOIL ABSORPTION SYSTEM PLAN VIEW
3" LOADING H-10 11, = 10,1
FINISH GRADE 99f SITE:
II
w ; ai TOP OF TANK 98.4
LIQUID �, MAP 336, PLOT 66
LEVEL I I INVERT IN 96.81
42 TONELA LANE
(4)-6"DIA. 96.56 P00SED REPAIR SYSTEM: SOIL ABSORPTION SYSTEM CALCULATIONS: CUMMAQUID, MASSACHUSETTS
HOLES INVERT OUT
II
.;..,
LOt -ERM ACCEPTANCE RATE LTAR) 0.15 GPD/S.F. _PRESSURE DOSING BED SYSTEM PREPARED FOR:
PUMP CHAMBER MANIFOLD DIAMETER = 3"
R�1 I LEACHING AREA: 5 LINES OF 61
MIKE GOMES
6" BAFFLE 3'-0" 6"� OUTLET TEE TYPE 1 .000 GAL 33G Pb 0.15 GPD S.F. = 2 200 S.F.
LOADING H-10 ( ) / ( / ) ' 42 TONELA LANE
FINISH GRADE 98.20f PR I ED` LEACHING AREA: (27' x 61 ') = 1 ,647 ** DISTRIBUTION LINES: CUMMAOUID, MASSACHUSETTS 02637
LATERAL 0 1 1 /4"
TOP OF TANK 97.25 ** 1 47 SF REPRESENTS A REQUEST FOR A REDUCTION OF 25% PERFORATION SIZE = 1/4" SILVA
� MINIMUM SPECIFICATIONS:
96.00 OF r E REQUIRED LEACHING AREA PER 310 CMR 15.405(1 d) PERFORATION SPACING = 5' (3' ENDS) ENGINEERING
CONCRETE TYPE: PORTLAND TYPE I OR III PER ASTM C150-81. INVERT IN AND "POLICY# BRP/DWM/PEP-P00-4
CONCRETE MIN. STRENGTH: 4000 PSI 0 28 DAYS DENSITY 140PCF INVERT OUT 95.75 PERFORATION DISCHARGE RATE = 1 .04 GPM ASSOCIATES, P. C.
STEEL REINFORCEMENT: ASTM A-615 GRADE 60,1 MIN. COVER LATERAL LENGTH = 61 '
DESIGN LOADING: AASHTO HS 1.0-44 (H-20 REQUIRED FOR PUMP REQUIREMENTS: CIVIL ENGINEERS 8c ENVIRONMENTAL
11 PERF/PIPE = 11 x 1 .04 = 11 .44/LATERAL CONSULTANTS
VEHICLES & EQUIPMENT PASSING OVER). 57. GPM ® 60TDH
CONSTRUCTION JOINT: SEALED WITH 1"0 BUM RUBBER OR EQUAL. LATERAL DISCHARGE RATE = 57.2 GPM 1615 BEDFORD STREET
1 HP BRIDGEWATER, MA. 02324
MODEL EH1022L BARNES FI 230V/1 P NETWORK PIPE VOLUME = PHONE (508) 697-3100
1500 GALLON PRECAST CONCRETE SEPTIC TANK 5 x 61 x 1 1/4"'0 = 10.4 C.F. = 78 GAL FAX (508) 697-3136
(NOT TO SCALE)
SCALE DRAWN DATE ACAD FILE SHEET
1 "= 20' SRM 1/24/01 00085SS 2 OF 3
Specifications for Micro � AST 0 , 5 Wastewater Treatment System
541(137cM) 2 5/8" MIN.C6JcM) NOTES
2.5' 1. BLOWER MUST BE WITHIN 100 FEET (3�5M) 1. GENERAL 5. REMOTE MOUNTED BLOWER 9. WARRANTY
(-6cM) OF FAST UNIT. FOR DISTANCES GREATkR The contractor shall furnish and The blower shall be mounted remote, The manufacturer of the MicroFAST 0.5
' ----- - -- - T -, ' THAN 100 FEET -- CONSULT FACTORY. install (1) MlcroFAST 0.5 treatment up to 100 feet (30.5 M) maximum, from treatment system shall warrant for
i- - BLOWER BASE MUST BE LOCATED ABOVE system as manufactured by the MicroFAST unit on a contractor three years from the date of
NORMAL FLOOD LEVELS Bio-Microloics, Inc. The tretment supplied concrete base. The blower shipment or two years form the date
_ 31' MIN. _ _ O ® 0 25' (63.5 cry) system shall be complete with all elevation must be higher than the of start-up, whichever occurs first,
A (79cM) 0 A 2. RUN VENT TO DESIRED LOCATION AND needed equipment as shown on the normal flood level. A one-piece, that the equipment they provide will
350 GALLON 450 GALLON COVER OPENING WITH INSECT SCREEN. drawings and specified herein. rectangular housing shall be provided be free from defects in material and
i (1325L) (1704L) MIN. -- - -- - -- - NOTEt ODORS MAY BE PRESENT -- SEE with tamper-proof screws. The workmanship,
L� MIN. MANUAL. The principal items of equipment shall discharge air line from the blower to
OR, Include FAST System Insert, Insert lid the Mlcroi-AST shall be provided and In the event a component fails to
(or leg extensions if that option is installed by the contractor, perform as specified or is proven
CAP PIPES WITH 6 CLEAN❑UT, DRILL 8-
SEPTIC TANK OPENING FOR FAST. 12 HOLES IN 6' PIPE JUST UNDER PVC chosen), blower assembly, blower defective in service during the
SEE NOTE 3. MODULE TO SIT IN TANK BLOWER WITH HOOD Controls and alarms. The MicroFAST 0.5 6. ELECTRICAL warranty period, the manufacturer
(BY BIO-MICROBICS) PIPE CAP, SEE ADDITIONAL VIEWS. unit shalt be situated within a 800 The treatment system shall be shall repair or replace such defective
SEE NOTE 1
Gallon (3028 L) minimum tank, as shown designed to operate on standard parts. (Cost of tabor on
ACCESS TO INSPECT PUMP SEE NOTE 2 FOR 3. ALL APPURTENANCES TO FAST® on the plans. Tank(s) must conform to current. The Input power required repair/replacement is not covered
OUTS MUST BE PROVIDED VENTING OPTIONS (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST local, state, and all other applicable for the blower is 115/230 Volts, Single under this warranty,) The replacement
IMSTALL INSECT SCREEN-/ i CONFORM TO ALL COUNTRY, STATE, codes. The contractor shall provide Phase, 60/50 Hertz, 3.8/1.9 Full Load or repair of those Items normally
PROVINCE, AND LOCAL CODES. coordination between the FAST system Amps (Locked Rotor Amps are 18.6/9.3), consumed in service such as air filter,
- - - and tank supplier with regard to All condult and wiring between the etc., shall be considered as part of
3' (7.6cM) MIN. VENTING PIPE i 4. BLOWER CONTROL SYSTEM BY BIO- fabrication of the tank, installation of electrical control panel, the power routine maintenance and upkeep.
SEE NOTE 2. MICROBICS, INC. the FAST unit and delivery to the ,Job supply, and the blower shall be
ELECTRICAL CONDUIT - Site.
_ _ furnishes and installed by the It Is not intended that the
(TO BLOWER CONTROL SYSTEM) contractor. manufacturer assume responsibility for
i 6'a5.2cM I SEE NOTE 4. 5. COPYRIGHT (C) 2000, BIO MICROBICS, INC, contin ent liabilities or Consequential
OBSERVATION POR - - - 2. OPERATING CONDITIONS 9
6. MUST INCREASE TANK SIZE BY 20% IF The MlcroFAST 0.5 treatment system 7. ALARMS damages of any nature resulting from
Ii i MINIMUM ❑F 10 INCHES IS USED BETWEEN shalt be capable of treating the The alarm system shall consist of a defects in design, material or
i THE UNIT AND THE BASE OF TANK, ' wastewater produced by typical family visud and audible alarm to Indicate workmanship, or delays in delivery.
2' (5cro) MIN. BLOWER PIPING CONSULT FACTORY FOR APPROVAL. activities (bath, laundry, kitchen, etc.) failure of the blower. The alarm shall replacement, or otherwise.
I i I N , ranging from (1) one to (8) eight be located as shown on the plans. A
5 (13cm) 7. THE PRIMARY COMPARTMENT MAY BE A persons and up to 500 US Gallons per manual silence switch is Included,
I day (1893 LPD).
-1.25'-� SEPARATE TANK. 8 INSTALLATION AND OPERATING i r 3. MEDIA
INSTRl1CTIONS
15' 8. FOUR LEG EXTENSIONS MAY BE USED TO The FAST media shalt be manufactured Installation of the MlcroFAST 0.5 shall
MOUNTING HARDWARE, (38cm) STAND UNIT IN TANK ELIMINATING NEED of rigid PVC orpolyethylene and it be done in accordance with the
JOINT MUST BE WATERTIGHT. g
FOR LID. SEE ADDITIONAL VIEWS AND shall be supported by the polyethylene written instructions provided by the
_3'(7.8cm) _ _ _ _ _ _ _ _ _ _ - REFER TO INSTALLAT:I❑N MANUAL FOR insert. The medlia shall be of such a manufacturer. Operation manuals shall
47.5' MORE DETAILS. design that bacterial growth is uniform be furnished which will include a
c121cr7>
over all media surfaces. The media description of installation, operation,
INFLUENT WASTE 6'(15.2cm) I 4' DIA. (10cM) shall be fixed in position and contain and system maintenance procedures.
DIA HOLE FAST.TREATED
��'• ( EFFLUENT no moving or wearing parts and shall There shalt be a separate manual for
SETTLING - - not corrode. The media shalt be the installer, service provider, and
TREATMENT designed and installed to ensure that owner, tailored to each,
I ZONE 2 sloughed solids immediatetly descend
/\
(61cM) 10' MIN. MICRO FAST.INSERT through the meidia t0 the bottom of
ZONE
SEE NOTE 7 SEE (25.4cM) (BY BID-MICROBICS) the septic tank(.
NOTE 6
4, BL❑WER
VIEW A-A The MicroFAST 0.5 unit shall come
equipped with a regenerative type
blower capable of delivering 11-25 CFM.
The blower assembly shalt include an
Inlet filter with metal filter element.
_ REVISIONS
DATE DESCRIPTION
GENERAL CONSTRUC
TION REQIREMENTS 2/20/01 ADDRESS BOH COMMENTS/MINOR REVISIONS
. 1. AILL TANKS, SHALL BE EITHEP:
29•MIN. C94cm) �ALrERNArE SEPTIC TANK o i NrAT(�N ANCHOR BOLTS (A) WATERTIGHT THROUGH MANUFACTURERS .�PEo;IFICATION AND
(71.. 25'(63.5cn) SEE NOTE 2.
t � WARRANTY.
BOLL" LEG EXTENSION
WASTE INLET TO mRIGINAL FOOT, / (B) MADE WATERTIGHT BY THE MANUFACTURER, EQUIPMENT
i".25 O TO NOTE 1. SUPPLIER OR INSTALLER USING ASPHALT OF SYNTHETIC
PLAN VIEW ORIGINAL ORIGINAL ' POLYMER SEALER SPECIFIED BY THE CONCRETE .OR SYNTHETIC
O FOOT FOOT
Fse MATERIAL MANUFACTURER.
® I�81 3.875" N )TE 4. 2. SEPTIC TANK AND DOSING CHAMBER SHALL BE CONSTRUCTED I CERTIFY THAT THE SEWAGE DISPOSAL FACILITY
48' MIN. 54' MIN, 59' MIN. 4' SCHEDULE 40 L j OR SET LEVEL AND TRUE TO GRADE ONA LEVEL STABLE BASE WHICH
a22c�n O CUT SHOWN HEREON HAS BEEN DESIGNED IN
(137cm) (150cm) PVC PIPE HAS; BEEN MECHANICALLY COMPACTED. IF THE COMPONENT IS PLACED
12' , _SECi IN FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITY ACCORDANCE WITH THE REGULATIONS OF THE
(30.5cm) 7I0N LOCAL BOARD OF` HEALTH AND TITLE V OF THE
STOINE BASE IS OTHERWISE ADEQUATE.
L E G ANCHOR BOLTS ANDTOI TO PREVENT SETTLING; NATIVE GROUND WITH A 6 INCH MASSACHUSETTS ENVIRONMENTAL EXCEPT
SEE NOTE 2. WHERE VARIANCES ARE NOTED �N of
L- EXTENSION 3. SEPTIC TANK AND DOSING CHAMBER SHALL BE EQUIPPED WITH A
i 1 WATERTIGHT ACCESS MANHOLE(S) WITH A MINIMUM DIAMETER OF LAWRENCE e'
PROVIDED 12' 20 IINCHES AND CONSTRUCTED OF DURABLE MATERIAL. SEPTIC TANK o siP. M
4' flOcm> DIA. ALTERNATE TANK SEE NOTE 3. LEG ExTENSION
FAST TREADED-f ;j COWER SHALL BE 12" FROM FINISHED GRADE. `' 333e1-C �
EFFLUENT MODIFIED LEG EXTENS
4. ALL SYSTEM COMPONENTS SHALL BE CONSTRUCTED OF DWE
CONFIGURATION WITH 4 PVC PIPE JON � SS/QNAtFN
CORROSION RESISTANT MATERIALS.
5. ALL PIPING SHALL BE A MINIMUM OF SCHEDULE 40 PVC. IONAL ENGINEER
NOTES 6. ALL PRESSURIZED PIPES SHALL BE DESIGNED AND INSTALLED
TO MEET THE FOLLOWING REQUIREMENTS:
1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION, (A) TO PREVENT FREEZING BY BEING INSTALLED BELOW THE
BLOWER W/ HOOD BY PLACING TWO (2) SCREWS IN EACH SIDE OF TH FROST LINE, OR BE SELF-DRAINING. 'SEPTIC SYSTEM REPAIR PLAN'
(BY BIO-MICROBICS) LEG EXTENSION. EIGHIT (8) SCREWS PER FOOT ARE!- (B) TO SPECIFY THE APPROPRIATE CLASS OR SCHEDULE OF PIPE
INCLUDED AND SHOULD BE USED ON EACH OF THE TO WITHSTAND MAXIMUM PRESSURE AND/OR ANTICIPATED
FOUR (4) CORNER LEG EXTENSIONS, VEHICULAR LOADS.
ELECTRICAL CONDUIT LEG EXTENSIONS (4 CORNER LEGS (C) TO BENDS,PCIFY B ANCHES,PPIATE LUGSTANDSWHE WHERNG AT ALL ANGLES
EVER ELSE NECESSARY' SITE:
(TO BLOWER 2. ANCHOR THE
CONTROL SYSTEM) 16.25' ONLY) TO THE BASE OF THE TANK, PLACE BOLTS TO PREVENT DISRUPTION OF THE PROPER FUNCTIONING OF
AT OPP❑SITE CORNERS OF THE LEG EXTENSION THE LINE. MAP 336, PLOT 66
BASE,
7. THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE 42 TONELA LANE
Concrete Base SEPTIC TANK AND DOSING CHAMBER AND SOIL ABSORPTION
Al 12',
THE 3.9' LEG EXTENSION 3. T❑ ELONGATE XTE PAST THE PR❑EIDERNSION IN THE CENTER INTO
CUTO TWO SYSTEM, SHALL BE INSTALLED NO MORE THAN 36 INCHES BELOW CUMMAOUID, MASSACHUSETTS
SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE
FINISH GRADE, AND RISERS ADDED FOR FUTURE ACCESS.
A
4�
B L D W E R HOUSING TO THE DESIRED LENiGTH AND SLIP THE PIPE OVER 8. WHERE ANY PORTION OF ANY COMPONENT IS TO BE PLACED
Ell, DIMENSIONS
.I I�_I I(_ THE TOP AND BOTTOM CUT SECTIONS OF THE LEG AT i0R BELOW THE GROUNDWATER TABLE, ALI.. SYSTEM PREPARED FOR:
1-„'-i I _I I I--, I I_11 I-I �-` EXTENSIONS. ANCHORSTANKAGE' OR BALLAST.SHALL BE STALLED WITH COUNTER WEIGHTS, MIKE GOMES
4. ATTACH PIPES WITH STAINLESS STEEL SCREWS,
2 MIN. AIR PIPING 42 TONELA LANE
BUST USE❑SPECIAL TOOL 5, ACCESS PORTS MAY :BE USED AS VENT. CAP GENERAL NOTES
Base Dimensions CY12 f1 S I O f1 S PIPES WITH 6' PVC CLEANOUT. DRILL 8-12 HOLES CUMMAQUID, MASSACHUSETTS 02637
B Q� 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
FOR REMOVAL.
Section A-A IN 6' PIPE JUST BELOW THE PVC CAP OR IN THE ALL UTILITY COMPANIES AND AGENCIES PRIOR TO CONSTRUCTION
24' '1 0 00 SEE NOTE 5, CAP. FOR LOCATION OF ALL UNDERGROUND UTILITIES. SI LVA
0 0 0 0 0 0 ' DIA. HOLES
2. 'THE STANDARD DISPOSAL FACILITY SHALL BE CONSTRUCTED ENGINEERING
o o T DRILLED DRILLED' IN PVC PIPE,
IN ,ACCORDANCE WITH THE REQUIREMENTS OF TITLE V OF ASSOCIATES, P.C.
-'
ABOVE NORMAL (8-12 HOLES) THE AND THE�e•� FLOOD LEVELS AND NO VARATIONSSFROMR THIS EDESGNODE SHALL BE ALLOW DL WITHOUT CIVIL ENGINEERS & ENVIRONMENTAL
25'
W1r__11 - WITHOUT PRIOR APPROVAL OF THE LOCAL B. 0. H. AND THIS OFFICE. CONSULTANTS
-2.5' '' _ ,� - 3. LAWRENCE P. SILVA, P.E. SHALL BE CONTACTED AT THE TIME 1615 BEDFORD STREET
OF EXCAVATION, PRIOR TO INSTALLATION TO VERIFY SOIL BRIDGEWATER, MA. 02324
° ° CONSISTENCY AND GROUNDWATER LEVELS. THE CONTRACTOR PHONE (508) 697-3100
° ° °
VENTING OPTION CONSISTENCY
CALL (508) 697-3100 TO ARRANGE FOR A MEETING. FAX (508) 697-3136
10.25' 4. EXISTING UTILITIES WILL NEED TO BE RELOCATED TO
PERMIT CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM. SCALE DRAWN DATE ACAD FILE SHEET
NONE SRM 1/24/01 00085SS 3 OF 3