HomeMy WebLinkAbout0020 SUNSET AVENUE - Health 18-20 SUNSET AVENUE
Centerville
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Town of Barnstable
' H" MASS. ' Board of Health
�fc►+��°i 200 Main Street, Hyannis MA 02601
Office: 508-8624644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
John Norman
January 11, 2019
Mr. Winston Steadman
All Cape Environmental Services, Inc.
P.O. Box 235
Yarmouthport, MA 02675-02355
RE: Reduction in Sampling of Wastewater Effluent from the Innovative/Alternative
System at 18-20 Sunset Avenue, Centerville, MA
Dear Mr. Steadman,
During the public meeting of the Board of Health held on November 27, 2018, the Board
voted to approve reduced sampling and testing of the innovative/alternative system
located at 18-20 Sunset Avenue, Centerville.
The residence is a duplex cottage which is opened in June and is closed in
September/October each year; it is used seasonally. Effluent samples collected in the
past have been satisfactory. During the past seven years, eight samples were collected
and tested. The media TN has been 13.8.
Based on the above information, the Board voted unanimously to allow you to reduce
the effluent sampling to twice per year. TN parameter shall be tested. At least one
annual sample must be taken within 30-60 days after each seasonal occupancy begins.
A second sample shall be taken no less than two months after the first sample.
This reduction in monitoring is approved because the dwelling is currently utilized
seasonally.
However, in the event this dwelling becomes occupied for more than six months in a
calendar year, the owner will be required to follow the year-round sampling protocol.
Sincerely,
.Pau akt,
D. hairman
Q:WP/Steadman 18-20SunsetAvenue ReductioninSampling 2018.docx
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AI Cape Environmental Services Inc.
P.O. Box 235
Yarmouth Port Ma. 02675-0235
www.wstead man i i @comcast.net
Thomas McKean
Health Director
Town of Barnstable Health Division
200 Main Street
Hyannis, MA 02601
Re; 18-20 Sunset Avenue Centerville—Change from Year-Round to Seasonal use
Dear Mr: McKean:
I have contracted with the owner to do service on above property.The residence is a duplex cottage that is opened in June and
closed in September/October.
In the County Data Base,the property is supposed to have testing and service done U per year.The water and power(to the
system)are shut off
Enclosed you find the testing data that is from years past. I did do a lab test at the beginning of the month (COC enclosed) but do
not have the results as of yet.
If you need or would like more information-please do not hesitate to call me at(508)776-6219
Sincerely
Winston A.Steadman II
VP Sales&Service
s
I/A System Sample Report History of BA s,
20 Sunset Avenue, Barnstable 0
5
Barnstable County Department of Health and Environment rss4s �
P.O. Box 427, Barnstable,MA 02630
Effluent Sample Results
Date TN Nitrate Nitrite TKN BOD5 TSS pH Alkalinity
11/05/2011 13.2 2.7 0.5 10.1 25 27 7.8
05/30/2012 17.4 4.7 3.1 9.6 27 32 7.9
10/13/2012 9.65 2.1 0.75 6.8 15 17 7.9
10/15/2012 11.86 2.7 0.86 8.3 11 16 7.7
07/08/2013 8.35 0.65 1.9 5.8 32 16 6.6
11/20/2014 13.08 0.48 0.6 12 8.8 6 7.5
09/64/2018 19.1 8.2 4.1 6.8 5 27 6.7 37
Median 13.08 2.7 0.86 8.3 15 17 7.7 37
Influent Sample Results
No Influent Sample Results
1011712018 1 1:41am Page i of 1
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I/A System Sample Report History of
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About this Report
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5F`5
Barnstable'County Department of Health and environment
P.O.Box 427,Barnstable,MA 02630
1 -Total Nitrogen
2-Nitrate
3-Nitrite
4-Total Kjehidahl Nitrogen
5-Biochemical Oxygen Demand,5-Day
6-Total Suspended Solids
7-pH
Item III BOH meeting 10/23/18
IA monitoring 18-20 Sunset Ave, Barnstable
Town Septic permit 2011-189
Building 2-family Duplex
Lot size .13 acre
Design flow 440 gpd
Points to consider:
■ Original conditions for BOH 9/10/10: "Wastewater effluent shall be tested quarterly for
first two years of operation for pH, BOD5,TSS and TN" ..." after two years (after 8 tests
are conducted)the applicant may request a reduction in testing to BOH"—these
conditions were not followed
■ 2011-2012 Contract with SIEGMUND Environmental Services, Inc. was incorrect—
scheduled only bi-annual O+M and sampling
■ Of the total 7 samples taken so far since 2011-there was a double testing in October
2012-10/13/12 and 10/15/12??
■ There appears to be no O+M or sampling 2014-2017?
■ The most recent test was 19.1 mg/L(limit<19mg/L)
Overall:
Reduction procedures were not followed accurately, but the IA components (Singulair and
Perc-rite drip dispersion) are in general excellent systems with great removal of nutrients and
emergent contaminants if maintained properly
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Commonwealth of Massachusetts Standard Conditions for Secondary Treatment Units for Remedial Use Page of 18
Executive Office of Energy&Environmental Affairs Revised November 30,2016
Definitions and References:
Department of Environmental Protection The term"System"refers to the STU in combination with the other components of an on-site
One Winter Street Boston,MA 02108.617-292-5500 treatment and disposal system that may be required to serve a facility in accordance with 310
CMR 15.000.
Charles D.Baker - Matthew A.Beaton The term"A roval"refers to these Standard Conditions a licable to all STU's with
Governor Secretary PP PP
Remedial Use Approval,the Special Conditions contained in the Technology-specific
Laryn E.Polito Martin commissioner
Approval,the General Conditions of 310 CUR 15.287,and any other Attachments.
Lleutenant Governor Cammissloner
The Conditions contained herein MUST be read in conjunction with any Special Conditions
that are Technology-specific.
Standard Conditions for Secondary Treatment Units h Purpose
Approved for Remedial Use 1. Approval for Remedial Use allows the use of the Alternative System only where the local
Last Revision Date:November 30,2016
Approving Authority finds that the Alternative System is for the upgrade or replacement
of an existing failed,failing or nonconforming system with a design of flow of less than
A Secondary Treatment Unit(STU)is an alternative technology that may be used as a 10,000 gpd,where there is no increase in the actual or proposed design flow,and where a
component of an on-site sewage disposal system where soil or site conditions make conventional conventional system with a reserve area,designed in accordance with the standards of
soil absorption systems more costly to construct or infeasible. A conventional system may be 310 CMR 15.100 through 15.255,cannot feasibly be built on-site.
more costly to construct or infeasible where there is a shallow water table and/or limited area for
the siting of a conventional system. As compared to a conventional system,in certain instances, 2. The sale,design,installation,and use of the System shall be subject to these requirements
an STU provides for higher loading rates(smaller leaching area)and may require less land area, for any system that submits a complete Disposal System Croons.Constr Existing
Permit tams(DS an
potentially less fill,and less disturbance of the site. application after the effective date of these Standard Conditions. Existing Systems and
Systems for which a complete DSCP application was submitted prior to the effective date
The System consists of an STU designed to reduce the organic material and solids in the of these requirements shall not be subject to the design and installation requirements,
wastewater which reduces the demand for treatment in the soil absorption system. A however,the System Owner,the Service Contractor,and the Company shall be subject to
conventional septic tank precedes the STU unless exempt by the Special Conditions for a all other requirements contained herein.
specific Technology. 3. With the other applicable permits or approvals that may be required by 310 CMR 15.000,
The use of an STU in accordance with this Approval for Remedial Use requires,among the Approval authorizes the installation and use of the Alternative System in
Massachusetts. Except those provisions that specifically have been varied by this
other things:
Approval,the provisions of 310 CMR 15.000,including the General Conditions of 310
• A Disclosure Notice in the Deed to the property(310 CMR 15.287(10))(A Deed CMR 15.287,apply to the sale,design,installation,and use of the System.
Notice template is available from the Department);
• Certifications by the Designer and the Installer(310 CMR 15.021(3))+; 4. Unless stated otherwise in the Special Conditions that apply to a specific Technology,all
• I Massachusetts certified operator who has received training for the technology and the conditions contained in this document shall apply to secondary treatment units which
'is under contract for periodic inspection and maintenance(310 CMR 15.287(10)); have obtained Remedial Use Approval. (Special Conditions may be more or less
stringent than the requirements of this document.)
• Periodic sampling,recordkeeping,and reporting,in accordance with this Approval;
• 'Notification within 24 hours by the System Owner to the local approving authority of 5. Provided that the local Approving Authority approves the Alternative System in
any System failure; conformance with the Department's Technology Approval,Department review and
• When pumping is required to discharge to the SAS,24-hour emergency wastewater approval of the site-specific System design and installation is not required unless the
storage capacity above the elevation of the high level alarm;and Department determines on a case-by-case basis,pursuant to its authority at 310 CMR
15.003(2)(e),that the proposed System requires Department review and approval.
• System Owner Acknowledgement of Responsibilities,in accordance with this
Approval.
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This Information Is available In alternate format.Call Michelle Waters-Elianem,Dlwmlty Director,at 617-2924751.TTY#Ma9aRelay Service 1-600.429-2270
M.-DEP Wsbsite:wv —ss.gov/dap
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 3 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 4 of 18
Revised November 30,2016 Revised November 30,2016
H. Design and Installation Requirements that it has been demonstrated that no greater depth in naturally occurring pervious
material can be met anywhere on the site.
1. Effluent BOD5,TSS and pH-The effluent discharge concentrations from the Secondary
Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L 6. Any proposed reduction in the required depth to groundwater,specified in 310 CMR
BOD5 and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0. 15.212,may only be approved when:
a) An approved Soil Evaluator who is a member or agent of the local Approving
2. The Designer shall be a Massachusetts Registered Professional Engineer or a Authority determines the high groundwater elevation;
Massachusetts Registered Sanitarian,including when designing systems for repair, b) No reduction is granted under LUA for setbacks from public or private wells,
provided that such Sanitarian shall not design a system with a discharge greater than
2,000 gallons per day. bordering vegetated wetlands,surface waters,salt marshes,coastal banks,certified
vernal pools,water supply lines,surface water supplies or tributaries to surface water
supplies,or drains which discharge to surface water supplies or their tributaries,is
3. Except where the Approval specifically states otherwise,the Alternative System shall be
installed in a manner which does not intrude on,replace,or adversely affect the operation allowed;and
of any other component of the subsurface sewage disposal system designed and c) In accordance with 310 CMR 15.212(2),for systems with a design flow of 2,000 gpd
constructed in accordance with the standards of 310 CMR 15.200-15.279. or greater,the separation to high groundwater as required by 310 CMR 15.212(1)
I shall be calculated after adding the effect of groundwater mounding to the high
4. Except where the Approval specifically states otherwise,the Alternative System shall groundwater elevation as determined pursuant to 310 CMR 15.103(3).
include a properly sized and constructed septic tank,designed in accordance with 310
CMR 15.223—15.229,connected to the building sewer and followed in series by the 7. The Alternative Design Standards for effective leaching area,depth to groundwater,and
Technology and the SAS; depth of naturally occurring pervious material contained in the Department's Standard
Conditions for Secondary Treatment Unit Approved for Remedial Use shall not be made
5. Alternative Design Standards-Provided that the Designer demonstrates that the impact less stringent by the local Approving Authority under the LUA provisions of 310 CMR
of the proposed Alternative System has been considered and the design requirements of 15.405 or under the variance procedures of 310 CMR 15.411.The local Approving
310 CMR 15.000 have been varied to the least degree necessary so as to allow for both Authority may vary other design requirements under the LUA provisions of 310 CMR
the best feasible upgrade within the borders of the lot and the least effect on public 15.405 or under the variance procedures of 310 CMR 15.411.
health,safety,welfare and the environment,the local approving authority may allow any
combination of the following alternative design standards without the need for granting a 8. Except those allowed under LUA and the Approval,any further deviation from the siting
variance under 310 CMR 15.400 or obtaining Department approval: i and design requirements of 310 CUR 15.000 for the remedial use of a Secondary
a) If a reduction in the size of the SAS is necessary,the size of the SAS may be reduced Treatment Unit shall require the following:
up to 50 percent from the effective leaching area required when using the loading a) The applicant may propose the use of a Bottomless Sand Filter(BSF)as the means of
i rates for gravity systems of 310 CMR 15.242(1)(a)for Systems sited in soils with a on-site effluent disposal in conjunction with a Secondary Treatment Unit. The
percolation rate of 60 minutes or less per inch,or for soils with a recorded percolation installation and use of the BSF must be in accordance with the conditions of the
rate of between 60 and 90 minutes per inch,the loading rates of 310 CMR 15.245(4). Remedial Use Approval issued by the Department for the BSF;and/or
(Alternatively,the effluent loading rates provided in 310 CMR 15.242(1)(b)for. b) The applicant may request the approving authority to grant a variance.
pressure distribution may be utilized,however,no reduction in the effective leaching
area may be taken when using these loading rates,as stated in the regulation.);and/or 9. The proposed use of a Secondary Treatment Unit Approved for Remedial Use shall be
b) If a reduction in the depth to groundwater-.required by 310 CMR 15.212 is necessary, subject to the following:
the depth to groundwater may be reduced by up to 2 feet,resulting in a minimum a) the approved record drawings,on file with the local approving authority,shall clearly
separation distance of two feet in soils with a recorded percolation rate of more than indicate an area for the best feasible upgrade that could be installed to replace the
two minutes per inch and three feet in soils with a recorded percolation rate of two proposed System,including the STU,in the event that the proposed System fails or it is
minutes or less per inch,measured from the bottom of the soil absorption system to determined that it is not capable of providing equivalent environmental protection;
the high groundwater elevation;and/or
c) If a reduction in the depth of the naturally occurring pervious material layer is b) the installation of the proposed System shall not disturb the site in any manner that
necessary,a proposed reduction of up to 2 feet may be allowed in the four feet of would preclude the future installation of the best feasible upgrade that could be
installed to replace the proposed System. Components of the proposed System may
naturally occurring pervious material layer required by 310 CMR 15.240(1)provided
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 5 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 6 of 18
Revised November 30,2016 Revised November 30,2016
be sited in an area for the future installation of the best feasible upgrade,provided that 14.All System control units,valve boxes,distribution piping,conveyance lines and other
it does not render the area unusable for a potential future upgrade;and System appurtenances shall be designed and installed to prevent freezing.
c) 'except for the installed SAS,the System Owner shall not construct any permanent 15.The System control panel including alarms and controls shall be mounted in a location
buildings or structures in the area for the best feasible upgrade that could be installed always accessible to the operator(or service contractor).
:to replace the proposed System and the System Owner shall not disturb the site in any
other manner that would preclude the future installation of the best feasible upgrade. When pumping is required to discharge to the SAS,the System shall be equipped with
sensors and high-level alarms to protect against high water due to pump failure,pump
10.When identifying the best feasible upgrade that could be installed to replace the proposed .control failure,loss of power,system freeze ups,or backups. Emergency storage shall be
System,the Designer shall consider these options in the following order:', required when pumping to discharge is employed,including pressure distribution.
a) a conventional system designed in accordance with the standards of 310 CMR 15.100 Emergency storage capacity for wastewater above the high level alarm shall be provided
' equal to the daily design flow of the System and the storage capacity shall include an
through 15.255 that can be built feasibly,with the exception of providing a reserve
additional allowance for the volume of all drainage which may flow back into the System
area(15.248); when pumping has ceased.
b) a conventional system that can only be built feasibly under a Local Upgrade Approval
(LUA); 16.System malfunction alarms or high water alarms shall be readily visible and audible for the
c) where a conventional system cannot be built feasibly under a LUA,a Bottomless ! facility occupants and the Service Contractor and the alarms shall be connected to circuits
Sand Filter,in conjunction with an STU; i separate from the circuits serving operating equipment and pumps.
d)j where a System can only be built feasibly with variances,a System that has been 17.The System shall not include any relief valve or outlet for the discharge of wastewater to
demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree prevent flooding of the system,back up or break out.
necessary and have the least effect on public health,safety,welfare and the
environment(the System may be an Alternative System with variances);or 18.In compliance with 310 CMR 15.240(13),a minimum of one(1)inspection port shall be
e)'a tight tank. ' provided within the SAS consisting of a perforated four inch pipe placed vertically down
i to the elevation of the SAS interface with the underlying unsaturated pervious soils to
enable monitoring for ponding. The pipe shall be capped with a screw type cap and
11.For the upgrade or replacement of an existing failed or nonconforming system in a
nitrogen sensitive area(NSA),as defined in 310 CMR 15.215,Systems serving facilities accessible to within three inches of finish grade. (A locking cap at-grade is preferred for
with actual or design flows of 2,000 GPD or greater must include treatment with a annual inspection.)
Recirculating Sand Filter(RSF)or equivalent technology,as required by 310 CMR
15.202(1). Secondary Treatment Units with Remedial Use Approval are not approved as 19.Upon submission of an application for a Disposal System Construction Permit(DSCP),
an RSF equivalent technology and shall not be installed in a NSA,as defined in 310 the Designer shall provide to the local Approving Authority:
CMR 15.215,to serve facilities with actual or design flows of 2,000 GPD or greater. a) proof that the Designer has satisfactorily completed any required training by the
(The technology may also have a separate approval for nitrogen reduction,but must be Company for the design and installation of the Technology;
installed under that approval,when appropriate.) b) for any proposed non-residential System or any residential System with a design flow
2,000 GPD or greater,certification by the Company as specified in Paragraph V.3;
12.Except for septic tank covers which are not required to be at grade,the frames and covers c) certification by the Designer that the design conforms to the Approval,any Company
of the other access manholes and ports of the System components shall be watertight, Design Guidance,and 310 CMR 15.000;and
made of durable material,and shall be installed and maintained at grade,to allow for
necessary inspection,operation,sampling and maintenance access. Manholes brought to d) a certification,signed by the Owner of record for the property to be served by the
final grade shall be secured to prevent unauthorized access. No stnictures which could Technology,stating that the property Owner:
interfere with performance,access,inspection,pumping,or repair shall be located i) has been provided a copy of the Approval,the Owner's manual,and the
directly upon or above the access locations. Operation and Maintenance manual and the Owner agrees to comply with all
terms and conditions;
13.Any System structures with exterior piping connections located within 12 inches of or ii) has been informed of all the Owner's estimated costs associated with the
lower than the Estimated Seasonal High Groundwater elevation shall have the operation including,when applicable:power consumption,maintenance,
connections made watertight with neoprene seals or equivalent.
sampling,recordkeeping,reporting,and equipment replacement;
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 7 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 8 of 18
Revised November 30,2016 Revised November 30,2016
j iii) understands the requirement for a service contract; 310 CMR 15.354,unless a later time is allowed in writing by the Department or the local
iv) agrees to fulfill his responsibilities to provide a Deed Notice as iequired by 310 Approving Authority.
CMR 15.287(10)and the Approval; t
v) agrees to fulfill his responsibilities to provide written notification ofthe Approval III.Operation and Maintenance,Effluent Quality,Monitoring,and Inspection
to any new Owner,as required by 310 CMR 15.287(5); 1. From start up and thereafter,the System Owner and Service Contractor shall be
vi) if the design does not provide for the use of garbage grinders,the restriction is responsible for the proper operation and maintenance of the System in accordance with
understood and accepted;and this Approval,the Designer's O&M requirements,the Company's O&M requirements,
vii)whether or not covered by a warranty,the System Owner understands the and the requirements of the local Approving Authority. The System Owner and Service
requirement to repair,replace,modify or take any other action as required by the Contractor shall be responsible for compliance with the sampling,monitoring,and
Department or the local Approving Authority,if the Department or the local inspection requirements. Any inspection,operation,maintenance,or monitoring
Approving Authority determines that the Alternative System is not capable of requirements remain in effect until the conditions are modified,terminated,or superseded
meeting the performance standards. by a new Approval.
20.The System Owner and the Designer shall not submit to the local Approving Authority a 2. To ensure proper operation and maintenance(O&M)of the System,the System Owner
DSCP application for the use of a Technology under this Approval,if the Approval has shall enter into an O&M Agreement with a qualified Service Contractor whose name
been revised,reissued,suspended,or revoked by the Department prior to the date of appears on the Company's current list of Service Contractors and has been certified,at a
application. The Approval continues in effect until the Department revises,reissues, minimum,at Grade Level 11(two)by the Board of Registration of Operators of
suspends,or revokes the Approval. Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR
2.00.
21.The System Owner shall not authorize or allow the installation of the System other than
by a locally approved Installer and,if required by the Company,a person certified or 3. The System shall comply with the following monitoring requirements and effluent limits.
trained by the Company to install the System. The required O&M Agreement with the Service Contractor shall include the following
monitoring schedule,at a minimum,subject to modifications that may be required by
22.Prior to the commencement of construction,the System Installer must certify in writing Paragraphs III.8.a)and 8.b):
to the Designer,the local Approving Authority,and the System Owner that(s)he is a
locally approved System Installer and,if required by the Company,is certified by or has
received appropriate training by the Company. _
23.The Installer shall maintain on-site,at all times during construction,a copy of the approved
plans,the Owner's manual,the O&M manual,and a copy of the Approval. See
frequency
24.Prior to the issuance of a Certificate of Compliance by the local Approving Authority,the PH specified' Grab effluent to SAS 6 to 9
System Installer and Designer must provide,in addition to the certifications required by below
310 CMR 15.021(3),certifications in writing to the local Approving Authority that the See
System has been constructed in compliance with the terms of the Approval. frequency effluent of
Y P PP turbidity specified measure treatment unit 40 NTU
25.The Department has not determined that the performance of the System will provide a below
level of protection to public health and safety and the environment that is at least See Measure and
equivalent to that of a sanitary sewer system. settleable frequency measure effluent of record ml/1
If it is feasible to connect a new or existing facility to the sewer,the Designer shall not solids specified treatment unit only
Alternative an Alteative System to serve the facility and the facility Owner shall not install below
or use an Alternative System. See Record
frequency visual effluent of
When a sanity sewer connection becomes feasible after an Alternative System has been color observation
sanitary Y specified observation treatment unit
installed,the System Owner shall connect the facility served by the System to the sewer below only
within 60 days of such feasibility and the System shall be abandoned in compliance with
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 9 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 10 of 18
Revised November 30,2016 i Revised November 30,2016
$ } M ;o f flenY the turbidity limit,or D.O.below the desired minimum,the Service Contractor shall
_.lulus make adjustments and/or repairs to the System,as deemed necessary during the
See inspection,and collect another effluent sample for laboratory analysis for BODs and
dissolved frequency effluent of 2 m TSS;and
oxygen(D.O.) specified measure treatment unit c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit
below include at least one exceedance of the limits for BODs or TSS,the System Owner
Depth of once every Inspection port to See Paragraph shall be responsible for submitting to the local Approving Authority,within 90 days
I Ponding year measure of the second exceedance of the limits for BODs or TSS,a written evaluation with
Within SAS bottom of SAS 1II.10 recommendations for changes in the design,operation,and/or maintenance of the
Thickness of Septic tank or System. The written evaluation with recommendations shall be prepared by the
floating Once every measure other process Pump out,as Service Contractor or a Designer and the submission shall include all monitoring
grease/scum 3 years tank where solids necessary data,inspection reports,and laboratory analyses since the last annual report to the
layer - are retained local Approving Authority.
Depth of Septic tank or Recommendations shall be implemented,as approved by the local Approving Authority,
Sludge and Once every other process Pump out as in accordance with an approved schedule,provided that all corrective measures are
distance to 3 years measure tank where solids necessary implemented consistent with the limitations described in Paragraph IV.9.
effluent are retained
tee/filter/outlet 9. Each time an Alternative System is visited by a Service Contractor the following shall be
recorded,at a minimum:
4. An individual household shall be monitored at least once every 12 months(exclusive of
alarm responses or other maintenance visits). a) date,time,air temperature,and weather conditions;
b) observations for objectionable odors;
5. Facilities(residential and nonresidential)with a design flow of less than 2,000 gpd,other c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative
than an individual household,shall be monitored a minimum of twice/year with a System,which indicate a failure of the Alternative System;
minimum of 5 months since the last monitoring inspection(exclusive of alarm responses d) depth of ponding within the SAS,if measured
or other maintenance visits)and a maximum of 7 months between monitoring
inspections. e) identification of any apparent violations of the Approval;
f) since the last inspection,whether the system had been pumped with date(s)and
6. Facilities(residential and nonresidential)with a design flow of 2,000 gpd or greater shall volume(s)pumped;
be monitored quarterly not less than 2 months since the last monitoring inspection g) sludge depth and scum layer thickness,if measured;
(exclusive of alarm responses or other maintenance visits)and not more than 4 months h) when responding to alarm events,the cause of the_alarm and any remedial steps taken
between monitoring inspections. to address the alarm and to prevent or reduce the likelihood of future similar alarm
events;
7. For Systems that include a Bottomless Sand Filter(BSF)for effluent disposal,the
monitoring requirements shall be as specified in the BSF Remedial Use Approval, i) field testing results when performed as part of the site visit;
j) samples taken for laboratory analysis,if any;
8. Systems installed under this Remedial Use Approval shall be subject to the following k) any cleaning and lubrication performed,
Performance Requirements: I
l) any adjustments of control settings,as recommended or deemed necessary;
a) Whenever field tests indicate a pH outside the specified range,an exceedance of the
:turbidity limit,or D.O.below the desired minimum,the Service Contractor shall in) any testing of pumps,switches,alarms,as recommended or deemed necessary;
'make adjustments and/or repairs to the System,as deemed necessary during the n) identification of any equipment failure or components not functioning as designed;
inspection,and collect an effluent sample for laboratory analysis for BODs and TSS; o) parts replacements and reason for replacement,whether routine or for repair;and
b) For an individual household,if laboratory analyses indicate an exceedance of 30 p) further corrective actions recommended,if any.
mg/L BODs or 30 mg/L TSS,the Service Contractor shall conduct a follow-up
inspection and field-testing within 180 days of the original inspection date. Should
the follow-up field-test indicate a pH outside the specified range,an exceedance of
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 11 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 12 of 18
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10.Whenever an SAS inspection port measurement indicates the ponding level within the 4. The System Owner and Service Contractor shall properly operate and maintain the
SAS is above the invert of the distribution system,an additional measurement shall be System in accordance with the Approval,the Designers O&M requirements,the
made 30 days later. If the subsequent reading indicates the elevation of ponding within Company's O&M requirements and the requirements of the local Approving Authority.
the SAS is above the invert of the distribution system,the System Owner shall be
responsible for submitting to the local Approving Authority,within 60 days of the follow 5. Prior to commencement of construction of the System,the System Owner shall provide to
up inspection,a written evaluation with recommendations for changes in the design, the local Approving Authority a copy of a signed O&M Agreement that meets the
operation,and/or maintenance of the System. The written evaluation with requirements of Paragraph IV.6.
recommendations shall be prepared by the Service Contractor or a Designer and the
submission shall include all monitoring data,inspection reports,and laboratory analyses 6. The System Owner and the Service Contractor shall maintain on-site,at all times,a copy
for the previous year. of the approved plans,the Owner's Manual,the O&M Manual,a copy of the Approval,
Recommendations shall be implemented,as approved by the local Approving Authority, and a copy of the O&M Agreement.
in accordance with an approved schedule,provided that all corrective measures are The 0&M agreement shall be at least for one year and include the following provisions:
implemented consistent with the limitations described in Paragraph IV.9. a) The name of a Service Contractor who meets the qualifications specified in the
Approval;
11.Unless directed by the local Approving Authority to take other action,the System Owner b) The Service Contractor must inspect the Alternative System as required by the
shall immediately cease discharges or have wastewater hauled off-site,if at any time
during the operation of the Alternative System the system is in failure as described in 310 Approval;
CMR 15.303(1)(a)1 or 2,backing up into facilities or breaking out to the surface. c) The Service Contractor shall be responsible for obtaining lab analyses and submitting
the monitoring results to the System Owner and the local Approving Authority in
IV.Additional System Owner and Service Contractor Requirements accordance with the reporting requirements;and
d) In the case of a System failure,an equipment failure,alarm event,components not
1. The System Owner shall not install,modify,upgrade,or replace the System except in functioning as designed,or violations of the Approval,procedures and responsibilities
accordance with a valid DSCP issued by the local Approving Authority which covers the of the Service Contractor and System Owner shall be clearly defined for corrective
proposed work. measures to be taken immediately. The Service Contractor shall agree to provide
written notification within five days,describing corrective measures taken,to the
2. Prior to commencement of construction of the System and after recording and/or System Owner,the local board of health,and the Company.
registering the Deed Notice required by 310 CMR 15.287(10),the System Owner shall
provide to the local Approving Authority a copy of: 7. The Service Contractor shall notify the System Owner of any changes to the terms and
a)' a certified Registry copy of the Deed Notice bearing the book and page/or document conditions of the Approval within 60 days of any changes.
number;and
8. Within one year of any changes to the terms and conditions of the Approval,the System
b) if the property is unregistered land,a Registry copy of the System Owner's deed to as necessary,the property,bearing a marginal reference on the System Owner's deed to the Owner shall amend, the O&M Agreement required by Paragraph IV.6 to
property. i reflect the changes to the terms and conditions of the Approval.
The Notice to be recorded shall be in the form of the Notice provided by the Department. 9. In the case of a System failure,an equipment failure,alarm event,components not
functioning as designed,components not functioning in accordance with manufacturers'
3. Prior to signing any agreement to transfer any or all interest in the property served by the specifications,or violations of the Approval,the Service Contractor shall provide written
System,or any portion of the property,including any possessory interest,the System notification within five days,describing corrective measures taken,to the System Owner,
Owner shall provide written notice,as required by 310 CMR 15.287(5)of all conditions the local board of health,and the Company and may only propose or take corrective
contained in the Approval to the transferee(s). Any and all instruments of transfer and measures provided that:
any leases or rental agreements shall include as an exhibit attached thereto and made a
part of thereof a copy of the Approval for the System. The System Owner shall send a a) all emergency repairs,including pumping,shall be in accordance with the limitations
copy of such written notification(s)to the local Approving Authority within 10 days of and permitting requirements of 310 CMR 15.353;
giving such notice to the transferee(s). b) the design of any repairs or upgrades are consistent with the Alternative System
4 Approval;
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Standard Conditions for Secondary.Treatment Units for Remedial Use 1 Page 13 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 14 of 18
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c) the design of any repairs or upgrades requiring a DSCP shall be performed by an 17.Violations of the BODS,TSS,or pH in the System effluent shall not constitute a failure
individual meeting the qualifications of Paragraph II.2; i of the System for the purposes of 24-hour notification or 5-day written reporting as
d) the installation of any repairs or upgrades requiring a DSCP shall be done by an required in provisions applicable to all Alternative Systems. Breakout constitutes a
Installer with a currently valid Disposal System Installers Permit,in accordance with failure of the System. If breakout occurs,the Service Contractor and System Owner shall
310 CMR 15.019 and the Installer shall also comply with Paragraph 11.22. comply with the 24-hour notification or 5-day written reporting provisions applicable to
all Alternative Systems.
The System Owner shall also be responsible for ensuring written notification is provided
within five days to the local board of health. I18.By March 1st of each year,the System Owner and the Service Contractor shall be
responsible for submitting to the local Approving Authority all O&M reports,all
10.The System Owner shall provide access to the site for the Service Contractor to perform monitoring results,and inspection checklists completed by the Service Contractor during
inspections,maintenance,repairs,responding to alarm events,field testing,and sampling the previous calendar year.
as may be required by the Approval.
19.The System Owner and the Service Contractor shall provide written notification to the
11.At a minimum,the Service Contractor shall inspect,properly operate,and properly local Approving Authority within seven days of any cancellation,expiration or other
maintain the System: change in the terms and/or conditions of a required O&M Agreement with a Service
a) any time there is System failure,equipment failure,or an alarm event; Contractor. The Service Contractor shall provide written notification to the Company
b) in accordance with the O&M manual and Designer requirements; within seven days of any cancellation,expiration or other change in the terms and/or
c) in accordance with the requirements of the local Approving Authority;and conditions of a required O&M Agreement with a System Owner.
d) in accordance with the Approval. 20.By March 1st of each year,the Service Contractor shall be responsible for submitting to
the Company copies of all O&M reports including alarm event responses,all monitoring
12.The Service Contractor shall collect samples,if required by the Approval,and obtain results,violations of the Approval,inspection checklists completed by the Service
analysis results from an approved laboratory,perform any required field testing,and Contractor,notifications of system failures,and reports of equipment replacements with
submit results to the System Owner with the O&M report and inspection checklist within reasons during the previous calendar year.
60 days of the site visit. The O&M report and inspection checklist shall include,at a
minimum,any required wastewater analyses,any required flow data,and all the 21.To determine whether cause exists for modifying,revoking,or suspending the Approval
information required to be recorded for a maintenance inspection of an Alternative or to determine whether the conditions of the Approval have been met,the System Owner
System. shall furnish the Department any information that the Department requests regarding the
System,within 21 days of the date of receipt of that request.
13.The System Owner and the Service Contractor shall maintain copies of any wastewater
analyses,wastewater flow data,field testing results,the Service Contractor's O&M 22.The Approval shall be binding on the System Owner and on its agents,contractors,
reports,inspection checklists,and all reports and notifications to the local Approving successors,and assigns,including but not limited to the Designer,Installer,and Service
Authority for a minimum of three years. j Contractor. Violation of the terms and conditions of the Approval by any of the
r foregoing persons or entities,respectively,shall constitute violation of the Approval by
14.Upon determining that the System is in violation of the Approval or the System has the System Owner unless the Department determines otherwise.
failed,as defined in 310 CMR 15.303,the Service Contractor shall notify the System
Owner immediately.
V. Company Requirements
!
15.Upon determining that the System has failed,as defined in 310 CMR 15.303,the System 1. The Approval shall only apply to model units with the same model designations specified
Owner and the Service Contractor shall be responsible for the notification of the local in the Technology Approval and meet the same specifications,operating requirements,
Approving Authority within 24 hours of such determination. and plans,as provided by the Company at the time of the application. Any proposed
modifications of the units,installation requirements,or operating requirements shall be
16.In the case of a System failure,an equipment failure,violations of the Approval,an alarm subject to the review of the Department for inclusion under a modification of the
event,or components not functioning as designed or in accordance with the Company Approval. The Designer shall be responsible for the selection of the appropriate model
specifications,the Service Contractor shall provide written notification to the Company unit except,for systems of 2,000 gpd or more and nonresidential systems,the Company
within five days describing proposed corrective measures or corrective measures taken.
1
Standard Conditions for Secondary Treatment Units for Remedial Use Page 15 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 16 of 18
Revised November 30,2016 Revised November 30,2016
shall be responsible for verification of the appropriate model unit as part of the review of
proposed installations under a Remedial Use Approval. 5. If training is required,the Company shall not sell the Technology to an Installer unless
the Installer is trained to install the System by the Company. The Company shall require,
2. Prior to submission of an application for a DSCP,the Company shall provide to the by contract,that distributors and resellers of the Technology shall not sell the Technology
Designer and the System Owner: to an Installer unless the Installer is trained to install the System by the Company.
a) All design and installation specifications and requirements;
6. As part of the required training programs for Designers,Installers,and Service
b).An operation and maintenance manual,including: Contractors,the Company shall provide each trainee with a copy of this Approval with
i) an inspection checklist; the design,installation,O&M,.and owner's manuals that were submitted as part of the
ii). recommended inspection and maintenance schedule; Approval.
iii) monitoring(i.e.water use and power consumption)and sampling procedures,if 7. The Company shall provide,in printed or electronic format,the System design,installation,
any; O&M,and Owner's manuals,and any updates associated with this technology Approval,to
iv) alarm response procedures,if any,and troubleshooting procedures; the System Owners,Designers,Installers,Service Contractors,vendors,resellers,and
c)!An owner's manual,including alarm response procedures,if any; distributors of the System. Prior to publication or distribution in Massachusetts,the
d)`Estimates of Owner's costs associated with the operation including,when applicable: Company shall submit to the Department for review a copy of any proposed changes to the
power consumption,maintenance,sampling, a operation
in reporting,and equipment manual(s)with reasons for each change,at least 30 days prior to issuance. The Company
shall request Department approval for any substantive changes,as stated in Paragraph V.B.
replacement;
e) A copy of the Company's warranty;and 8. Prior to publication or distribution in Massachusetts,when substantive changes in the design,
f) Lists of qualified Service Contractors and,if training is required,qualified Designers installation,operation,or maintenance of the System may be outside the limits of this Approval
and Installers. and may require a modification of this Approval or may be the basis for a separate Approval,
the Company shall request approval by the Department.
3. Prior to the submission of an application for a DSCP,for all nonresidential Systems and
Systems with design flows of 2,000 gpd or greater,the Company shall submit to the 9. Prior to its sale of any System that may be used in Massachusetts,the Company shall
Designer and the System Owner,a certification by the Company or its authorized agent provide the purchaser with a copy of this Approval with the System design,installation,
that the design conforms to the Approval and all Company requirements and that the O&K and Owner's manuals. In any contract for distribution or sale of the System,the
proposed use of the System is consistent with the Technology's capabilities. The Company shall require the distributor or seller to provide the purchaser of a System for
authorized agent of the Company responsible for the design review shall have received use in Massachusetts with copies of these documents,prior to any sale of the System.
technical training in the Company's products.
10.To determine whether cause exists for modifying,revoking,or suspending the Approval
4. The Company shall maintain programs of training and continuing education for Service or to determine whether the conditions of the Approval have been met,the Company
Contractors. Training shall be made available at least annually. If the Company requires shall famish the Department any information that the Department requests regarding the
trained Designers or Installers,the Company or its authorized agent shall institute Technology within 21 days of the date of receipt of that request.
programs of training and continuing education that is separate from or combined with the
training for Service Contractors. The Company or its authorized agent shall maintain, 11.Within 60 days of issuance by the Department,the Company shall provide written
annually update,and make available by February 15's of each year,lists of Service notification of changes to the Approval to all Service Contractors servicing existing
Contractors and,if certification or training is provided by the Company;Designers and installations of the Technology and all distributors and resellers of the Technology.
Installers. The Company or its authorized agent shall certify that the Service Contractors
and,if training is required,Designers and Installers on the lists have taken the appropriate 12.The Company shall provide written notification to the Department's Director of the
training and passed the Company's training qualifications. The Company or its Wastewater Management Program at least 30 days in advance of the proposed transfer of
authorized agent shall further certify that the Service Contractors on the list have ownership of the Technology.for which the Approval is issued. Said notification shall
submitted to the Company all the reports required by Paragraphs IV.16,19,and 20. include the name and address of the proposed owner containing a specific date of transfer
The Company or its authorized agent shall not re-certify a Service Contractor if the of ownership,responsibility,coverage and liability between them.
Service Contractor has not complied with the reporting requirements foi the previous
year.
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Standard Conditions for Secondary Treatment Units for Remedial Use Page 17 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 18 of 18
Revised November 30,2016 Revised November 30,2016
13.The Company shall maintain copies of: persons or entities,respectively,shall constitute violation of the Approval by the
a) the Approval; Company unless the Department detemunes otherwise
b) the installation manual specifically detailing procedures for installation of its System; VI.General Requirements
c) an owner's manual,including alarm response procedures,if any; '
d) an operation and maintenance manual,including: 1. Any System for which a complete DSCP Application is submitted while the Approval is
i) an inspection checklist; in effect,may be permitted,installed,and used in accordance with the Approval,unless
and until:
ii) recommended inspection and maintenance schedule;
a) the Department issues modifications or amendments to the Approval which
iii) monitoring requirements and recommendations(including water use and power specifically affect the installation or use of a System installed under the Approval for
consumption when required)and sampling procedures; the System;or
iv) alarm response procedures,if any,and troubleshooting procedures. b the Department the local approval authori
ty,or a court requires the System to be
e) estimates of the operating costs provided to the Owner,including,when applicable: modified or removed or requires discharges to the System to cease.
power consumption,maintenance,sampling,recordkeeping,reporting,and equipment
replacement; 2. All notices and documents required to be submitted to the Department by the Approval
f) a copy of the Company's warranty;and shall be submitted to:
g) lists of trained Service Contractors and,if training or certification is required, Director
Designers and Installers. Wastewater Management Program
Department of Environmental Protection
14.The Company shall maintain the following information for the Systems installed in One Winter Street-5th floor
Massachusetts: Boston,Massachusetts 02108
a) the address of each facility where the Technology was installed,the Owner's name 3. The Department may suspend,modify or revoke the Approval for cause,including,but
and address(if different),the type of use(e.g.residential,commercial,institutional, not limited to,noncompliance with the terms of the Approval,non-payment of any
etc.),the design flow,the model installed; annual compliance assurance fee,for obtaining the Approval by misrepresentation or
b) the installation date,start-up date,current operational status; failure to disclose fully all relevant facts or any change in or discovery of conditions that
c) the name of the Service Contractor,noting any cancellations or changes to any would constitute grounds for discontinuance of the Approval,or as necessary for the
Service Contracts, protection of.public health,safety,welfare,or the environment,and as authorized by
d) a summary of system failures,system malfunctions,and violations of the Approval applicable law.The Department reserves its rights to take any enforcement action
with the date of each event and corrective actions taken to reach compliance, authorized by law with respect to the Approval and/or a System utilizing the Technology
including but not limited to:design changes;installation changes; against the Company,a Designer,a System Owner,an Installer,and/or Service
operation/maintenance changes;monitoring changes;and/or changes in roles and Contractor.
responsibilities for the manufacturer,vendors,designers,installers,operators,and
owners;and
e) copies of all Service Contractor records submitted to the Company,including all
O&M reports with alarm event responses,all monitoring results,inspection checklists
completed by the Service Contractor,notifications of system failures,and reports of
equipment replacements with reasons.
All of the information required by this Paragraph shall be maintained by Company and
shall be made available to the Department within 30 days of a request by the Department.
I5.The Approval shall be binding on the Company and its officers,employees,agents,
contractors,successors,and assigns,including but not limited to dealers,distributors,and
resellers. Violation of the terms and conditions of the Approval by any of the foregoing
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Commonwealth of Massachusetts NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Page 2 of 4
Executive Office of Energy tS Environmental Affairs Renewal of N for Remedial Use
Issued Date::Noo vembvemb er 07,2012
Department of Environmental Protection
Description of the Technology
One Winter Street Boston,MA 02109•617-292.5500
The System is installed between the building sewer and the Soil Absorption System(SAS)or
Ga., L PATRICK RicrlARo K SULLIVANR.
ouarnor Secretary
ry disposal field. Systems designed for facilities in excess of 1,000 GPD typically require
�
installation of a pretreatment or septic tank sized in accordance with the Company's requirements
nman-re P.MURRAY KENNETi L KIMMELL and constructed in accordance with 310 CMR 15.223 through 15.226.
Ueu[enen[Gwerror Commleconer
The Singulair Wastewater Treatment System,which includes both the Singulair 960 and Singulair
REVISION OF APPROVAL FOR REMEDIAL USE TNT models with concrete tank and the Green models with plastic tank,is an extended aeration
Pursuant to Title 5,310 CMR 15.00 process providing flow equalization,pretreatment,aeration and clarification for treating sanitary
wastewater. The Singulair treatment process takes place in a three-compartment precast concrete
Name and Address of Applicant: tank or similarly sized three-compartment plastic tank(Green models).The initial chamber removes
gross solids,grease and oil from the wastewater by settling and flotation.The clarified liquid is
NORWECO,Inc. aerated in the second chamber using a fractional horsepower,1725 RPM aerator,operated with timer
220 Republic Street typically set at 30 min on and 30 min off,to mix and aerate the liquid and promote aerobic treatment.
Norwalk,OH 44857 The TNT models are designed to be capable of also reducing total nitrogen in the wastewater with
aeration timed to operate 60 min on and 60 min off. The third chamber contains the Bio-Kinetic unit,
Trade name of technology:Singulair Bio-Kinetic Wastewater Treatment System.Models: which provides additional filtration and settling using non-mechanical flow equalization.Sludge that
Singulair 960-500,960-600,960-750,960-1000,960-1250 and 960-1500,Singulair TNT-500, settles in the third chamber is returned to the aeration chamber using a Bio-Static sludge return
TNT-600,TNT-750,TNT-1000,TNT-1250 and TNT-1500,Singulair Green(plastic tank):960 installed in an opening between the second and third compartments.
Green-500,960 Green-600,Green TNT-500 and Green TNT-600.All models are hereinafter
called the"System". Schematic drawings illustrating the models,a design and installation The System includes a weather-tight enclosed control panel with aerator controls,manual reset
manual,an owner's manual,an operation and maintenance manual,and an Inspection checklist are circuit breaker,on-off automatic selector switch,adjustable timer mechanism and an
part of this approval. audible/visual warning system to report malfunctions. The panel also contains the high water
level override and high water alarm.The alarm and control circuits are each connected to an
Transmittal Number: X252291 independent power source run from the main power source of the facility.The control panel is
Revision Date: November 07 2012 mounted in a location always accessible to the System operator.
Authority for Issuance Conditions of Approval
Pursuant to Title 5 of the State Environmental Code,310 CMR 15.000,the Department of
Environmental Protection]hereby issues this Approval for Remedial Use to:NORWECO,Inc.,220 The term"System"refers to the STU in combination with the other components of an on-
Republic Street,Norwalk,OH 44857(hereinafter"the Company"),approving the System site treatment and disposal system that may be required to serve a facility in accordance with 310
described herein for Remedial Use in the Commonwealth of Massachusetts. The sale,design, CMR 15.000.
installation and use of the System are conditioned on compliance by the Company,the Designer,
the Installer,the Service Contractor/Operator and the System Owner With the terms and The term"Approval"refers to the technology-specific Special Conditions,the conditions
conditions set forth below.Any noncompliance with the terms or conditions of this Approval applicable to all STU's with Remedial Use Approval,the General Conditions of 310 CMR 15.287,
_ constitutes a violation of 310 CMR 15.000. and any Attachments.
/ For Secondary Treatment Units that have been issued Remedial Use Approval for the
�C�ifpF�4-wr-- upgrade or replacement of an existing failed or nonconforming system,the Department authorizes
November 07,2012 reductions in the effective leaching area(310 CMR 15.242),the depth to groundwater(310 CMR
David Ferris,Director Date 15.212),and/or the depth of naturally occurring pervious material(310 CMR 15.240(1))subject to
Wastewater Management Program the conditions that apply to all Secondary Treatment Units Approved for Remedial Use and
Bureau of Resource Protection subject to the Special Conditions applicable to the Technology.
This Infonnaaon Is avaOeWe In alternate format Cell Michelle Wateroflammun,DIMMIty Director,at 61T-292-67E7.TDDY 146E-67Y•7623 or 14174744BSB
MawDEP V*W.:www.noa gcY ldap
Pdrdad on Recycled PaP•, s/ngll/a/r.dPC
siugulair.doc
i
NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Page 3 of 4 NORWECO,Inc.—Singulair Bio-Kinetic wastewater Treatment System Page 4 of 4
Renewal of Approval for Remedial Use Renewal of Approval for Remedial Use
Issued Date:November 07,2012 Issued Date:November 07,2012
Special Conditions septic tank meeting the requirements of Title 5 and the drawings shall indicate that the area is
for the sole purpose of installing a Title 5 septic tank in the future,if necessary. The System
1. The System is a Secondary Treatment Unit Approved for Remedial Use. In addition to the Owner shall not construct any permanent buildings or structures or disturb the site in any
Special Conditions contained in this Approval,the System shall comply with all the"Standard manner that would prevent the installation of a Title 5 septic tank in the future.
Conditions for Secondary Treatment Units Approved for Remedial Use",except where stated
otherwise in these Special Conditions.
2. This Approval for Remedial Use authorizes the use of the System only where the design flow
for the facility is less than 1,500 gallons per day(GPD).
3. The System is approved for facilities where the local approving authority finds that:
a) there is no increase in the actual or proposed design flow;
b) the System is for the upgrade of a failed,failing or nonconforming system;and
c) a conventional system with a reserve area,designed in accordance with the standards of
310 CMR 15.100 through 15.255,cannot feasibly be built on-site.
4. The System,shall be installed between the building sewer and the effluent pump chamber for
disposal in the SAS of a system designed and constructed in accordance with 310 CMR I S.100
-15.279,subject to the provisions of this Approval.
5. The maximum burial depth for the Singulair Green model shall not exceed 16.5 inches.For
deeper burials the System Designer shall consult with NORWECO,Inc.and their`Deeper
Burial Requirements'for the Green plastic tank model.
6. All proposed Singulair installations,including the Green model,shall require buoyancy
calculations in locations with high groundwater elevation.Tie downs and associated anchors,
such as the anti-flotation beams available from NORWECO,Inc,may be required to prevent
tank floatation.The buoyancy calculations shall be included on the Title 5 septic system plan
for each System installation.System buoyancy calculations shall include consideration of the
high groundwater elevation developed as required by 310 CMR 15.100 through 15.105.
Design plans prepared in accordance with 310 CMR 15.220 shall include System anchoring
and backstay details when necessary.
7. Singulair Green model installations with plastic tank are not designed for traffic loading. No
Green System shall be located or installed in a vehicle traffic area.Siting of the Green models
(960 Green-500,960 Green-600,Green TNT-500 and Green TNT-600)in a location subject to
vehicular loading is specifically prohibited by this Approval.Where vehicles can possibly
access an installed Singulair Green System site,suitable warnings shall be installed.
8. Singulair models 960-1000,960-1250,960-1500,TNT1000,TNT1250 and TNT1500 all
require separate septic tanks.These models must meet Title 5 septic tank requirements in
accordance with 310 CMR 15.223 through 15.226.
All other Singulair models covered by this Approval are exempt from the requirements for a
standard Title 5 septic tank designed in accordance with 310 CMR 15.223(1)and 15.224.The
record drawings,on file with the local approving authority,shall clearly indicate an area for a
sing'datr.doc. singulalcdm
/ k
AI Cape Environmental Services Inc.
P.O. Box 235
Yarmouth Port Ma. 02675-0235
www.wsteadmanii0comcast.net
Thomas McKean
Health Director
Town of Barnstable Health Division
200 Main Street
Hyannis, MA 02601
Re; 18-20 Sunset Avenue Centerville—Change from Year-Round to Seasonal use
Dear Mr; McKean:
I have contracted with the owner to do service on above property.The residence is a duplex cottage that is opened in June and
closed in September/October.
In the County Data Base,the property is supposed to have testing and service done U per year.The water and power(to the
system)are shut off
Enclosed you find the testing data that is from years past. I did do a lab test at the beginning of the month (COC enclosed) but do
not have the results as of yet.
If you need or would like more information-please do not hesitate to call me at(508)776-6219
Sincerely
Winston A.Steadman II
VP Sales&Service
e
I/A System Sample Report History
20 Sunset Avenue, Barnstable
Barnstable County Department of Health and Environment �ysSAs��y
P.O. Box 427, Barnstable,MA 02630
Effluent Sample Results
Date TN Nitrate Nitrite T_KN BOD5 TSS pH Alkalinity
11/05/2011 13.2 2.7 0.5 10.1 25 27 7.8
05/30/2012 17.4 4.7 3.1 9.6 27 32 7.9
10/13/2012 9.65 2.1 6.75 6.8 15 17 7.9
10/15/2012 11.86 2.7 0 86 8.3 11 16 7.7
07/68/2013 8.35 6.65 1.9 5.8 32 16 6.6
11/20/2014 13.08 0.48 6.6 12 8.8 6 7.5
09/04/2018 19.1 8.2 4.1 6.8 5 27 6.7 37
Median 13.08 2.7 0.86 8.3 15 17 7.7 37
Influent Sample Results
No Influent Sample Results
` 1011712018 11:4lam
Page 1 of 1
L
I/A System Sample Report History ���0 s
About this Report
sty!
Barnstable'County Department of Health and Environment grsACHO
P.O.Box 427,Barnstable,MA 02630 —
1 -Total Nitrogen
2-Nitrate
3-Nitrite
4-Total Kjehldahl Nitrogen
5-Biochemical Oxygen Demand,5-Day
6-Total Suspended Solids
7-pH
I
r
Item III BOH meeting 10/23/18
IA monitoring report: 18-20 Sunset Ave, Barnstable
Town Septic permit 2011-189
Building 2-family Duplex
Lot size .13 acre
Design flow 440 gpd
Points to consider:
■ Original conditions for BOH 9/10/10: "Wastewater effluent shall be tested quarterly for
first two years of operation for pH, BOD5,TSS and TN" ..." after two years (after 8 tests
are conducted)the applicant may request a reduction in testing to BOW—these
conditions were not followed
■ 2011-2012 Contract with SIEGMUND Environmental Services, Inc. was incorrect—
scheduled only bi-annual O+M and sampling
■ Of the total 7 samples taken so far since 2011-there was a double testing in October
2012-10/13/12 and 10/15/12??
■ There appears to be no O+M or sampling 2014-2017?
■ The most recent test was 19.1 mg/L (limit<19mg/L)
Overall:
Reduction procedures were not followed accurately, but the IA components (Singulair and
Perc-rite drip dispersion) are in general excellent systems with great removal of nutrients and
emergent contaminants if maintained properly
' t
'lown of Barnstable
• - �pFTHE rOh, Barnstable
y�P ~� 'Board of Health �
+ BARNSTABLE,
9 MASS. 200 Main Street,Hyannis MA 02601 I �•
039.
ATf0 MAy A 2007
I Office: 508-8624644 Wayne Miller,M.D.
FAX: 508-790-6304 „a /L Paul Canniff,D.M.D.
Junichi Sawayanagi
September 10, 2010
Peter T. McEntee, P.E.
Engineering Works, Inc.
12 West Crossfield Road
Forestdale,.MA- 02644
RE: 18-20 Sunset Avenue, Centerville Onsite Sewage Disposal System
with a Singulair Bio-Kinetic Treatment Technology A= 226 - 171 .
Dear Mr. McEntee:
You are granted multiple variances on behalf of your client, Kathleen B. Logan, to
construct and utilize an innovative/alternative (I/A) nitrogen reduction system at
18-20 Sunset Avenue, Centerville, Massachusetts.
The following variances were granted:
310 CMR 15.405(a)(b)(h)&(j) - Contents of local upgrade approval.
(1) A 3' variance, S.A.S. to property line, for a 7' setback:
(2) A 4' variance, septic tank to property line, for a 6' setback.
(3) A 5' variance, pump chamber to property line, for a 5' setback.
(4) A 5' variance, septic tank to cellar wall, for a 5' setback.
(5) A 5' variance, pump chamber to cellar wall, for a 5' setback.
(6) A 2' variance to the required 5' separation between maximum seasonal
high groundwater elevation and bottom of S.A.S., for a 3' separation.
Request Remedial Approval Usage of a Singulair Bio-Kinetic
Wastewater Treatment System in conjunction with a Perc-Rite Drip
Dispersal System.
(7) A reduction to the requirement of a 12" separation between inlet and
outlet pipes servicing the septic tank and pump chamber with a
minimum separation to be equal to or greater than 6". Watertight
sleeves shall be pre-installed on the septic tank and pump chamber.
These variances were granted with the following conditions:
(1) No more than four (4) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
Q:\WPFILES\IA Approval 18-20 SunsetAve Cent 2010.doc
similar-type rooms are considered "bedrooms" according to the MA
i,
Department of Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, si ned
the owner of the property, at the Barnstable County Registry of Deedsy
restricting the property to four (4) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(3) The system shall be installed in strict accordance with the engineered
plans dated June 28, 2010.
(4) 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 June 28, 2010.
(5) The wastewater effluent shall be tested quarterly for the first two years of
--operation for pH, BOD5, TSS, and TN.
(6) Effluent discharge concentrations shall meet or exceed second
ary
treatment standards of 30 mg/L biochemical oxygen demand (B D5) and
30 mg/L total suspended solids (TSS). The effluent pH shall not be less
than 6.0 or more than 9.0 standard units (S.U.).
(7) After,two years (after 8 tests are conducted), the a lic reduction in testing to the Board of Health. pp ant may request a
i
(8) The applicant shall submit a copy of the signed two-year Operation and
Maintenance Agreement (0&M) between the contractor and the
homeowner to the Board of Health. The engineer or 0& M contractor
shall conduct,inspections to the I/A system a minimum of twice yearly.
This permission is granted because the proposed plan appears to meet the
maximum feasible compliance standards contained in the State Environmental
Code Title V.
- I
Sinc rely yours
i
ayne iller, M.D.
Chairm n
:t<
Q:\WPFILES\IA Approval 18-20 SunsetAve Cent 2010.doc
TOWN OF BARNSTABLE
LOCATION 43140 5,3-ul i- A i e SEWAGE#
VILLAGE Cl'•%-7t—e ,.0 tP ASSESSOR'S MAP&PARCEL ;22(p J
INSTALLER'S NAME&PHONE NO. IlDha6s A BroL v 1,;ar s®e--Lno-vS"31
SEPTIC TANK CAPACITY aTa k5l. .°tCJ RmPr-i\"6—
LEACHING FACILITY:(type) �� •-�tte ��{� (size) qC0 1.,F
NO.OF BEDROOMS
OWNER
PERMIT DATE: b COMPLIANCE DATE: v� I
Separation Distance Between the: f
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -3 ffi(Q s;A1) 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 DAAA
t06iV, of-m-
A o
10//0
No. py I I'—G Fee 0�(v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTHDIVISION -TOWN OF BARNSTABLE, mAsSACHUSETTS Yes
ftplitation fer Mispsal 6pstrm Construction Permit
Application for a Permit to Construct( ) Repair(4_1U1*P`grade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Addre�sss or Lot No. 191 lv Pt �yf, Owner's Name,Address,and Tel.No.
C el�srI//r L oGC§1N7
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's��S �Jt Name,Address,and Tel.No.
~ \Gs A WN) T"( Cn�g[v pwf�os wof)CS
Type of Building:
Dwelling No.of Bedrooms y Lot Size 6,;t 30 sq.ft. Garbage Grinder( )
Other Type of Building A94W C)jj )*;,C No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 4/1_/0 gpd Design flow provided gpd
Plan Date hn Number of sheets Revision Date
Title
Size of Septic Tank /SC o / Z 2`)�C Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) t o% f j j T CJF p}.�• � S_T� �(c
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 Certificate of
Compliance has been issued by this Board of ealth. I"I
Si ed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. I Date Issued 6'
'
44
No. ( �I'-I "` �, a. �' Fee 6
TH,,E-COMMONWEALTH OFE M ACHUSETTS: Entered in computer:
h _ PUBLIC HEALTH bi-v N;-TOWN OF BARNSTAB'L-E, MkSSACHUSETTS Y -u
t application'fo&V:�posaY *psteilt Construction Permit
Application for a Permit to Construct Repair� p rade Abandon PP t.,( ) p- (., pg ( ) ( ) ❑Complete System El Individual Components
Location Address or Lot No. /B� O S Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel ro
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
17)VC)w"inftiSiNrwr .,S lC7f1��
i
Type of Building:
Dwelling No.of Bedrooms r Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria(
)
i ,
Other Fixtures
Design Flow(min.required) 6/i/o gpd Design flow provided G/60 gpd
Plan Date Number of sheets L/ Revision Date
Title
Size of Septic Tank <,r
p / _�C Type of S.A.S.
Description of Soil "per V
,
i
Nature of Repairs or Alterations(Answer when applicable) pc
c2�� 12
Date last inspected: �I
Agreement:
i
°. The undersigned agrees to ensure the construction and maintenance of thLore described on-site sewage disposal system in
I �
accordance with the provisions of Title 5 of the Environmental Code and not to place the,system in operation until a Certificate of
Compliance has been issued by this Board of Health.
t e o Date ,
Application Approved by Date J
601,
'ICI.
Application Disapproved by Date
for the following reasons
Permit No. -g) 1 , �Rn- Date Issued 6 R T
70
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( 4,< Upgraded( )
Abandoned( )Eby j
at I fa�' ryI _�SS�,ti F has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated b 1} 0 �� _,::�r• °
Installer ' ,,�r�, A ( 4„ „� rt �.,, Designer f (r
#bedrooms L/ Approved design floyy k/y gpd
The issuance of is pe it shall not be construed as a guarantee that the system w' l fu O � as desig ed.
Date 2 Inspector S
1 v"
-- ------------------------------.--------------------------------- ----- --------------------------------------------------
No. ( I "' ' Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
l ' '
Permission is hereby granted to Construct( ) Repair(1, ) Upgrade( ) Abandon( )
System+loc,a ed-at /Q Jh�t Ale
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construc ion m`uslt be completed within three years of the date of thi permit.
Date Approve y
06/27/2011 12:07 5084775313 ENGINEERING WDRKS G PAGE 01
\Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
# MAMP £ Public Health Division
Thomas McKeaa,Director
200 MAn Street, Hyannis,MA 02601
Oboe: 508-362-4644 Fax: 508-790-6304
Date: !0 2 [! Sewage Permit# ,Assessor's M&Pftreel
Installer&DILIneir Certifi do rm
a r 14 s, 1n Installer: 1 ,Q- ,ro•+�,n ,n c .
Address: 1z W. Crn s s Address: � �• ��A'�
�rs.r I�r Gc M� o-�e.yy �ev.-1"e r�,.r.,l� d"►14,Cato 3 Z
On V. A Rra.�^ I ekc was issued a permit to install a
{date) (Installer)
septic system at o -S"A St+- A Ne 6,n W,,J ased on a design drawn by
(address)
��?:Mc�•!-ee ��iC � to
dated
(designer)
7� I certify that the septic system referenced above was installed substantiaUy according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. flan revision or
certified as-built by designer to follow. Stripout(if required)w and the soils
were found satisfactory. V%OF�
PETER T.
McENTEE
Staller s Sl ature) CIVIL
No,35109
(Designer's Signature) (A ffix Design )
PLEASE RETM_ O BMMSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL DOTH THIS FURM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION,
T ANK YOU,
�. q;Xo0foe foYmsWesisaereciti;tw4aion fom,.doc
SIEGMUND ENVIRONMENTAL SERVICES,INC.
49 Pavilion Ave,Providence RI 02905:Phone: 401 785 0130 Fax:401 785 3110
1 l
MASSACHUSETTS SIN(3ULAIR SERVICE &TESTING CONTRACT
This contract,entered into and between Siegmund Environmental Services, Inc., (SES) and
KATHLEEN LOGAN (Facility Owner),shall be binding upon both parties in accordance with the terms
and conditions terms set forth below:
y
Term of Contract: August 2011—August 2013
Location of Singulair: 18 &20 Sunset Ave, Centerville MA
SES Job Number: MA 480
The Service and Maintenance contract shall consist of service, sampling and/or inspection
visits atbi-annual intervals by trained technicians to:
1) Inspect the depth of solids in the first chamber and notify the homeowner if pumping is
recommended.
2) Check that amperage draw of the motor is-within proper operating limits.
3) Inspect,remove and clean aerator and Bio-Kinetic filter twice per year.
4) LOCAL BOH REQUIRED BI-ANNUAL EFFLUENT MONITORING for BOD,
TSS,Temperature,pH,Total Nitrogen(TKN,Nitrate &Nitrite)
5) Complete inspection form and submit to local/state authorities.
6) Maintain a complete record of all maintenance and testing activity.
In addition to the regularly scheduled service visits, SES will respond to non-scheduled events
within a 48 hour period from time of notification. SES will apply a charge for labor, transportation,
and shipping. For replacement or repair of the aerator motor, SES will charge all applicable fees in
accordance with the Singulair aerator fifty-year exchange program.
Non-scheduled service visits resulting from product use in a manner inconsistent with the directions
contained in the Owner's Manual, negligence, tampering or un-authorized modifications of .
equipment,termination of electricity to the motor,discharge of harmful chemicals,malfunctions not
attributable to the Singulair system or other improper use will result in a service charge of $75
payable at the time of service.
Should payment be contested or not made, SES is required to notify the local BOH and Barnstable
County Department of Health and Environment that the system in not in compliance with the
his contract is transferable in event of the sale of the home.
testing requirements.
SES: Date:
Homeowner Date:
This TESTING & MAINTENANCE contract is $750.00 per year (Including all
transportation,lab fees and Barnstable County database charges).
Please make sure to send back a copy of the contract with your 2 YEAR CONTRACT payment or
Credit Card information. Copies of this agreement will be transmitted to the appropriate
regulatory agencies as proof of compliance
Payment is made to Siegmund Environmental Services,Inc.
For security, Quarterly Credit Card payments are best initiated via telephone.
/�Gz/-A k en C e 03-& 11 -1 &0
di Sl0fso'm
loert mom A)H 03 ko i "
Notice of Alternative Sewage Disposal System
M.G.L. c. 21A. § 13 and 310 CMR 15.0287(10)
rThis Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative
Sewage Disposal System("Alternative System").]
NAME(S)OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: ANNE M.
BEAUCHAMP&KATHLEEN BEAUCHAMP LOGAN
ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: 18&20 SUNSET
AVENUE,CENTERVILLE,MA
TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM [check and
complete each that applies]:
_x_Deed recorded with the Barnstable County Registry of Deeds in Book 11407,Page 279
Certificate of Title No. issued by the Land Registration Office of the Registry District
_Source of title other than by deed
[If Alternative System Owner(s)is other than Property Owner(s),complete the following:]
Alternative System Owner Name:
Alternative System Owner Address:
WHEREAS, Section 15.280 of Title 5 of the State Environmental Code("Approval of
Alternative Systems"),provides for the Massachusetts Department of Environmental Protection(the
"Department")to approve or certify, as appropriate, all proposals to construct,upgrade or replace on-site
sewage disposal systems using alternative systems;
WHEREAS, owners and/or operators of approved or certified alternative systems are subject to
general conditions, as specified in Section 15.287 of Title 5 of the State Environmental Code, 310 CMR
15.287, and may be subject to special conditions, as specified in the Department's approvals or
certifications; such general and special conditions potentially including, without limitation, requirements
relating to the use of trained operators, periodic inspections, maintenance, sampling,reporting and/or
recordkeeping;
WHEREAS, Section 15.287(10)of Title 5 of the State Environmental Code, 310 CMR
15.287(10),requires that "prior to obtaining a Certificate of Compliance for installation of a new or
upgraded system, the system owner shall record in the chain of title for the property served by the
alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice
disclosing both the existence of the alternative on-site system and the Department's approval of the
system. The system owner shall also provide evidence of such recording to the local Approving
Authority [J" and
WHEREAS, the Property is served by an alternative sewage disposal system
NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the
above-referenced Property, as follows:
1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal
system, on or adjacent to the Property, and serves the Property. The trade name and model number(s)of
the alternative system are as follows:
Trade name of technology: Singulair Bio-kinetic Treatment System
Manufacturer Name: NORWECO,Inc.
Model number(s): Singulair 960 NR 500 GPD Treatment Capacity
Page 1 of 2
In conjunction with
Trade name of technology: PERC-RITE Drip Dispersal System
Manufacturer Name: American Manufacturing Company,Inc.
Model number(s): QM(WD), ASD-15, ASD-25 and ASD-40
2. Approval/Certification-Singulair. On June 8, 2007, modified January 2008, the Department,
pursuant to its authority under the section of Title 5 as specified below, approved or certified the
technology used in the above-referenced alternative system, under MassDEP Transmittal Number
W 104472.
[Check one of the following,as applicable:]
_X_Approved for remedial use under 310 CMR 15.284
Approved for piloting under 310 CMR 15.285
Provisionally approved under 310 CMR 15.286
_Certified for general use under 310 CMR 15.288
Apnroval/Certification-PERC-RITE. On January 27, 2006 (modified September 11, 2007,February 26,
2008)the Department,pursuant to its authority under the section of Title 5 as specked below, approved
or certified the technology used in the above-referenced alternative system, under MassDEP Transmittal
Number W064363.
[Check one of the following,as applicable:]
Approved for remedial use under 310 CMR 15.284
Approved for piloting under 310 CMR 15.285
Provisionally approved under 310 CMR 15.286
_Certified for general use under 310 CMR 15.288
A copy of the Department's Approval/Certification is available from the Department in person or on-
line at the Department's website: http://www.mass.gov/dpp .
WITNESS the execution hereof under seal this / �,3day of J t , 20 ,made by
the above-named Alternative System Owner(s).
� [Alternative System Owner(s)]
n ken /6, � n Print Name(s): �J-)2-� f m. e�.l.L f�, �
/w COMMONWEALTH OF MASSACHUSETTS
%Akja ss
A j
On this 13 day of �J�,1 , 20 t before me, the undersigned notary public, personally
appeared ANNE M. BEAUCHAMP& KATHLEEN BEAUCHAMP LOGAN proved to me through
satisfactory evidence of identification, which were �Y1�1 `S );�CPAZ,_, to be the persons
whose name is signed on the preceding or attached document, and ac to me that they signed
it voluntarily for its stated purpose.
� l I
(official signature and seal of notary)
--------------------------------------------------------------------------=--------------- -----------AffiL46&A A;-DeViT-D--
p Notary Public
1 COMMONWEALTH OF MASSACHUSETTS
My Commission Expires
June 10,2016
Page 2 of 2
l ; r_ 6-14-2r e 1 1 1 1 o 0c.
DEED RESTRICTION
WHEREAS, Anne M. Beauchamp, of 7 Marietta Street, Woburn, MA 01801 and
Kathleen Beauchamp Logan, of 21 Blossom Street, Portsmouth, NH 03801, are owners
of
18 & 20 Sunset Avenue, Centerville, MA, and being shown as Lot 18 on a plan entitled
"Subdivision of Land in 'Craigville'—Barnstable, Mass. Property of Louis H. Bowmar,
Scale: 1 inch = 40 ft. October 20, 1949, Bearse & Kellogg — Civil Engineers—Centerville
—Cape Cod" which said plan is duly recorded with the Barnstable County Registry of
Deeds in Plan Book 92, Page 135.
WHEREAS, Anne M. Beauchamp & Kathleen Beauchamp Logan, as owners of said Lot
have agreed with the Town of Barnstable Board of Health to a restriction as to the
number of bedrooms which can be included in any home built on said Lot as a pre-
condition of obtaining a disposal works construction permit in compliance with 310 CMR
15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage.
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a
Disposal Works Construction Permit for a septic system in compliance with 310 CMR
15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the
number of bedrooms in any house constructed on said Lot be put on record with the
Barnstable County Registry of Deeds by recording this document.
NOW THEREFORE, Anne M. Beauchamp & Kathleen Beauchamp Logan, do hereby
place the following restriction on their above referenced land in accordance with their
agreement with the Town of Barnstable Board of Health which restriction shall run with
the land and be binding upon all successors in title:
1. 18 & 20 Sunset Avenue may have constructed upon it a house containing no
more than four (4) bedrooms.
Anne M. Beauchamp & Kathleen Beauchamp Logan agree that this shall be a
permanent deed restriction affecting the dwelling located at 18 & 20 Sunset Avenue,
Centerville, MA and being Lot 18 in Plan Book 92, Page 135.
Page 1
i
For title, of see deed recorded in the Barnstable County registry of Deeds
Book 4517, Page 217.
Executed as a sealed instrument this 3 �day of J 2011.
Z� &
Ow s signatures
COMMONWEALTH OF MASSACHUSETTS
g I W l P,�' , ss [ �; ' Date , 2011
Then personally appeared the above named kre 'b- w&
known to me to be the person/s who executed the following instrument and
acknowledged the same to be their free act and deed, before me.
Notary Public
MELISSA A. DeV]TO
My commission e i b,;�
COMM ¢��H Gr PdASSACHUSETTS
y Commission Expires
June 10,2016
Page 2
2
I l
TRANS..NO.:
CITY/TOWN-.
APPLICANT:
ADDRESS:. 113 Z� S'yn e-�- /fie, C ✓�t�M1�.e
f
DESIGN FLOW d gpd z
REVIEWED BY: DATE b Z� 1
> f
N/A OK NO.
Legal boundaries denoted 310 CMR 15.220(4)(a)]
Street, Lot, tax parcel number and lot number noted on plan [310
CMR 15.220 4 `u
Locus Provided 310 CMR 15.2204(t)]
Plan proper scale? (1"=40'for plot plans, 1"=20' Or fewer for ✓
components) 310 CMR 15.220(4)]
Easements shown .3.10 CMR 15.220 4 b
System located totally on lot served [310 CMR 15.405(1)(a) for ✓
upgrades]- if not, a variance is required 310 CMR 15.412 4
Location of impervious surfaces (driveways, parking areas etc.)
310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR ✓+
15.220(4)(c
Location and dimensions of system components and reserve areas.
310 CMR 15.220(4)(e)]
System Calculations 310 CMR 15.220 4
dail flow
septic tank capacity (required andprovided)
soil absorp0ans :stem(required and rovided
whether system designed for garbage grinder
North arrow 310 CMR 15.220 4
Existing and EfTosed contours 310 CMR 15.220 4 ✓
Location and log of deep observation holes(existing grade el. on
each test) [310 CMR 1 5.220 4 h
Names of soil evaluator and BOH representative [310 CMR
15.220 4 h and i
Location and dale of percolation tests (performed at proper
elevation?) [310 CMR 15.229(4)(i)]
Percolation test results match loading rate? 310 CMR 15.242
Certification statement by Soil Evaluator 310 CMR 15.220 4
Observed and Adjusted groundwater(method for adjustment
given or indicated) [310 CMR 15.103(3) and 310 CMR
15.220(4)(n)]
Address Sheet.1..of 9
S
N/A OK NO
Location of every water supply, public and private, [310 CMR
15.220.4 k f
within 400 feet of the proposed system-location in the case
of surface water supplies and gravel packed ublc water supi ✓
v within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location in the case .J
of private,water wells
Location of all sv'rface waters and wetlands located up to 100 ft.
lbeyond setbacks-listed in 310 CMR.15.211 and any catch basins
locatid_within 50 ft:' 310 CMR 15.220 4 1
Waterlines and other subsurface utilities located '3,10 CMR
'
15.220 4 m water line cross see 310 CNM 15.211(l)[1])
Profile of system showing invert elevations of all system
com onents.and,the bottom.of the.SAS. 310 CW1:5.22 .4: o
Siamp of designer 310 CMR 15.220 l and°310''CMR 15.220 2
Stamp of Registered Land.Surveyor-(required if construction
activities within 5 ft. of lot line.. 310 CMR 15.220 3
Test Holes adequate(two in each of the primary and reserve /
unless.trenches as permitted in 310 CMR 15.102(2)or as '✓
approved for an upgrade under LUA at 310 CMR 15.405 1 k
Test-hole adequate to demonstrate four feet of suitable material?
33 0 CMR 15.123.(4)]
Test Holes adegµate..to confirm adequate groundwater,separation?
110 CMR 15.103 3
Benchmark-within 50 75' of_s stem_ 310 CMR 15.220.4
Materials=specifications noted? f various sections of 310'CMR
15:000
System compongnts not> 36" deep (unless,Local,Upgrade
A` roval.orrLUA re nested)- 3,10 CMR 15.405 l
i
Address Sheet 2 of 9 '
N/A OK N,O
Size OK? 310 CUR 15.223 1
Inlet tee located'ten inches below flow line 310 CMR 15.227(6)]
Outlet tee 14" or 14" + 5" per foot for increase ft depth [310.
CMR 15.227 6
Outlet tee with gas baffle or approved filter 310 CMR 15.227 4
Note regarding installation on stable compacted base [310 CMR
15.228 1
Separation between inlet and outlet tees (no less than liquid depth)
310 CMR 15.227(2)]
Inlet/Outlet elevations at least 12" above high groundwater /
(except as descried 310 CMR 15.227(5)) or permitted for
upgrades under LUA 310 CMR 15.405 1 k
Minimum cover 9".(Tanks.buried more.than 9" must,have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232 3
Three access coyers (inlet and outlet must be 20" or greater) -
middle access at least 8" 7/07 310 CMR 15.228 2
Access to within 6 of grade - one port for systems<1000gpd,
two for sterns>1000 gpd P10 CMR 15.228(2)]
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 fft from builoing foundation 310 CMR 15.211 1
Buoyancy calculation Required/Done 310 CMR 15.221 8
H-20 Where appropriate? 310 CMR 15.22b 3
Setbacks from resources,310 CMR 15.211
' Required when gther than single-family dwelling or flow>1000
d 310 CMR 15.223 1 b
First compartment 200% daily flow; Second compartment 100%
daily flow 310 CMR-1.5..224 2 .and .3 .
"U" pipe througli or over baffle, outlet of each compartment with
as baffle or approved filter 310 CMR 15.224(4)]
Address Sheet 3 of 9
N/A OK NO
Located at least ten feet.from any water line? [310 CMR '
15.222 2
Disposal piping 4t leash 18" below water line(when water and
sewer cross, see 310 CNIR 15.211 .1 1]),
Cleanouts r 'aired/ rovided ? 310 CMR.15 222 8
Thrust blocks s ed in force mains? 310 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
_ 310 CMR 15.22.2.6
Proper pitch-oh Irall runs? (005 within gravity=distributed trenches
and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)]
Siphonproblem/ eachfleld below pump chamber
Endca s or vent manifold specified?
Size and orientation of discharge holes.specified?.(not smaller than
3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR L
15.252 2
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed
Stable compacted base [310 CMR 15.221(2) and 310 CMR
15.232(2)(a)]
Splash plate or bade tee required on inlet/provided? (when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)]
Riser if.dee er than 9" 310 CMR 15.232 3
Inside minimum dimension 12" 3.10 CMR 15.232 2
Minimum su 310 CMR15.232 3 e
Watertight cover if<2000gpd); waterproof manhole if>2000gpd
310 CMR 15.232 3 d
Capacity(emergency storage above working=design flow)? [310
CMR 231(2
Proper setbacks 310 CMR 15.211 same as septic tanks C h Ce �>
Watertight.20-in minium access manhole at least 20"MUST BE
TO GRADE 310 CMR 15.231(5)] `f
Service components accessible(not too deep with piping,
disconnects accessible
Alarm floats - alarm on circuit separate from pumpsspecified?
Exceeds two units must have two pumps operating in lead-lag
mode. 310 CMR 15.231 6 and 8 t/
Stable Compacted Base 310 CMR r 15.221(2)] .
Address Sheet 4 of 9
Buo anc calcula 4s needed ?Provided? 3.10 CMR 15.221(8)
.
Address Sheet S of 9
ti
N/A OK NO
Calculations correct?
4-feet of naturally.occurring material demonstrated? [310 CMR
15.240(l)] -
Required separation togroundwater? 310 CMR 15.21.2
Aggrqgge specified as double washed 310 CMR 15.247(2)]
System Venting requirediprovided? (system under driveway or ✓
>36" deep) 310 CMR 15.241
Inspection ports specified and within 3"final grade? [310 CMR ✓
15.240 13
Breakout requirements met? (No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and ✓ LtiY 1 r
Guidance Document
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. 310 CMR 15.253 6
- Each structure with one inspection manhole(if>2000 gpd must be
tograde) 310 CMR 15.253 2 '
Aggregate P minimum- 4' maximum: 310 CMR 15.253 1
2' sidewall credit maximum [310 CMR 15.253 1 a
In bed confi ratio inlet evii 40 ft. 310 CMR 15.253 6
Width 2'minimum 3' maximum 310 CMR 15.251 1 ]
100 feet- maximum length 310 CMR 15.251 1 a]
Minimum separation 2x effective depth or width whichever greater JAJ f)4,
3x if reserve between trenches 310 CMR 251 1 d
Situated along cpntours 310 CMR 15.251 2
Breakout OK? [310 CMR 15.211 Q)[41 and Guidance Document
minimum 2 distribution lines 310 CMR 15.252(2)(a)]
Maximum separation between lines 6 310 CM R15.252 2 d
Maximum separation between lines and outside of bed 4' [310
CMR 15.252 2. .e
Aggregate depth below discharge pipes 6" minimum, 12"
maximum. 310 CMR 15.252 2 _
Se aration between beds 10'minimum. 310 CMR 15.252 2
Bottom area used in calculations only 310 CMR 15.252.2 i
Address Sheet 6 of 9
Pressure Dosed System ? Provided pump and piping calculations
as required 310 CMR 15.220(4)(r)]
Pressure dosing Tequired on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and UA ILI/
Remedial Use ovals
If used in gravelless system - make sure jet is directed as not to
scour soil interface Guidance Document
Inspections once per year(systems<2000 gpd)or quarterly, u
>2000 dgood to note on plan 310 CMR 15,254(2)(d)] v
Construction in fill -Did the plan specify that the fill shall meet
the specification pf 310 CMR 15.255 3 ?
Impervious barrier and/or retaining wall ? Guidance Document
Impervious barrier installation must be supervised by designer
310 CMR 15.25 5 2 b
Retaining wall must be designed by Registered Professional J
Engineer 310 CNIR 15.255(2)(a)]
Side slope not exceed 3:1 ? 310 CMR 15.255(2)]
Breakout reiluirements met? [310 CMR 15.252(2)and
Guidance Document]
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [2 10 CMR 15.255 2 e
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge /
to scour soil interface 11111,1
gi
MOMME
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a tote on the plan regarding the requirement for
perpetual maintenanceagreement? +/
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance ;,,9►-��
manual?
Has . ` hE' t submitted a co of a maintenance! cement? `ram i
Are the variances listed on the plan ? [310 CMR 15.220
4
RLS Stamp.-necessary on plan if a component is within five
feet of property[ine 310 CMR 15.412(4)]
Address Sheet 7 of 9
, k
S
New construzction.or increased flow proposed - [Refer t,310
Address Sheet;8 of 9
' N/A OK NO
Is the system in a Designated Nitrogen Sensitive Area(Zone II for
a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and Z7
310 CMR 15.21§ - also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well ? /
310CMR15:2142 ✓
Are the nitrogen loads proposed in compliance? [310 CMR
15.21. 1
INBOX!
Pumping
s tank ? 310 CMR 15.229 `�
Shared 5 Mt CMR 15.290
V
i
Address Shwt.9 of 9
i r r
Engineering Works, Inc.
Civil Engineers
12 West Cros.Sfield Road,Forestdale,MA 02644 Tel/fax (508)477-5313
Please provide a sketch of the floor plan of your house showing doorways, closets and
indicate the function of the room. This sketch will accompany the Septic Design Plan.
House address I i? Ave- r!'C—�ITI✓2V r�-C.E M
r
FIRST FLOOR
M X I Ac
34-6kroo,�, Cl 1 ged�oow� 3�dtooM 6L T3edroo�^
.46
34a-�.�ooK 3�-�rooM
14'x �5`
'L*baup Mob
Z — 2 8e Aroow. UA ,+ s A i3�e aro01" 0 til
Town of Barnstable Geographic information System June.29,2010-. ,t
226139
228163 #46
® 226161 #17 226165
#29 #6
226009
#932
226162
.4
33
226160...
#25
226163 226164
#41 #45
226WO01 CN D
#17 226165
#221
226M O
#15 =
I— -
226171 226172 W
#18 #19 Q
C� N
y J -
o cu
2 41
226158 O
#9 s' Y Q
ti J 6�
C 226167 �'P
y #10
v
226168 J�
#7 226173
226157 #8 q 4QP
It 884 W
H
to
Z
226169
225006
#870 #857
226170 226175
862 #:i346
0 29 Feet
DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:226 Parcel:171 Board of Health
Selected Parcel
boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located
1.=100'may not meet established map accuracy standards.The parcel lines on this map Abutters F
are only graphic representations of Assessor's tax parcels.They are not true property across the street.
boundaries and do not represent accurate relationships to physical features on the map
such as building locations. Buffer
Board of Health Abutter List for Map '& Parcel(s): '226171'
Direct abutters(no set distance) and the properties located across the street.
Total Count: 7 49 Close
Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed
CityStateZip
226163 SCHORTMAN, 72 BROAD BROOK BROAD BROOK, USA 10323172
MAXINE R RD CT 06016
226164 LOPATKA, PAULA PAULA ANN LOPATKA 47 SOUTHWINDS CENTERVILLE, 22034/97
ANN TR LIVING TR CIR MA 02632
226166 CHUTTANI, RAM& 40 DRAPER RD DOVER, MA 20957/166
ANIALI 02030
226171 BEAUCHAMP,ANNE 21 BLOSSOM ST PORTSMOUTH, USA 11407/279
M&KATHLEEN M NH 03801
HOLCOMB, MICHAEL AGLI, MICHAEL& PLANTSVILLE,CT
226172 &ROBIN& CHRISTINE 115 GREYSTONE DR 06497 12090/053
226173 RICCI,ELISABETH 565 PLEASANT ST LEOMINSTER, 22032/292
MARGARET MA 01453-6221
226174 MACARTHUR, P 0 BOX 871 HYANNISPORT, USA 16408/126
ELI2ABETH L MA 02647
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessor's database as of 6/29/2010.
http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/29/2010
Engineering Works, Inc.
12 West Crossfield Road, Forestdale, MA 02644
'TeVFax(508)477-5313
May 28, 2010
Re: 18 & 20 Sunset Ave., Centerville, MA (Assessors Map 226, Parcel 171)
Construction Title 5 Septic System
Dear Sir/Mam:
Please be advised that an application for variances from the Massachusetts Department
of Environmental Protection, Title 5, and Local Regulations have been submitted,to the
Barnstable Health Department for approval. The following variances are being
requested:
• 310 CMR 15.405(a)(b)(h)&(j) —CONTENTS OF LOCAL UPGRADE
APPROVAL
1. A 3' variance, S.A.S. to property line, for a 7' setback.
2. A 4' variance, septic tank to property line, for a 6' setback.
3. A 5' variance, pump chamber to property line, for a 5' setback.
4. A 5' variance, septic tank to cellar wall, for a 5' setback.
5. A 5' variance, pump chamber to cellar wall, for a 5' setback.
6. A 2' variance to the required 5' separation between maximum seasonal
high groundwater and bottom of S.A.S., for a 3' separation. Request
Remedial Approval usage of a Singulair Bio-kinetic wastewater treatment
system in conjunction with a Perc-Rite Drip Dispersal System.
7. A reduction to the requirement of a 12" separation between inlet and outlet
pipes servicing the septic tank and pump chamber with a minimum
separation to be equal to, or greater than., 6". Watertight sleeves shall be
pre-installed on septic tank and pump chamber.
The application and plans are available for review at the Barnstable Health..Department,
200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays).from 8:30
a.m. to 4:30 p.m.
A public hearing will be held, to discuss the proposed work, on Tuesday, July 13, 2010,
at 3:00 p.m. The hearing will be held at the following location:
Town Hall Hearing Room
Second Floor
367 Main Street
Hyannis, MA
S'oncgrely,
Peter T. McEntee P.E.
r F1HET oWn of.Barnstable
o ° Barnstable
Board of Health' ` + M-1t111PJICdCIty
+ IARNSTABLE. , I
9 MASS. g 200 Main Street,Hyannis MA 02601 I I•
Qj 1639. ♦0
l� 10TFo rrtl►'t"
2007
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
J Junichi Sawayanagi
September 10, 2010
Peter T. McEntee, P.E.
Engineering Works, Inc.
12 West Crossfield Road
Forestdale,.MA 02644
RE: 18-20 Sunset Avenue, Centerville Onsite Sewage Disposal System
with a Singulair Bio-Kinetic Treatment Technology A= 226 - 171 .
Dear Mr..McEntee:
You are granted multiple variances on behalf of your client, Kathleen B. Logan, to
construct and utilize an innovative/alternative (I/A) nitrogen reduction system at
18-20 Sunset Avenue, Centerville, Massachusetts.
The following variances were granted:
310 CMR 15.405(a)(b)(`h)&(j) = Contents of local upgrade approval.
(1) A 3' variance, S.A.S. to property line, for a 7' setback:
(2) A 4' variance, septic tank to property line, for a 6' setback.
(3) A 5' variance, pump chamber to property line, for a 5' setback.
(4) A 5' variance, septic tank to cellar wall,for a 5' setback.
(5) A 5' variance, pump chamber to cellar wall, for a 5' setback.
(6) A 2' variance to the required 5' separation between maximum seasonal
high groundwater elevation and bottom of S.A.S., for a 3' separation.
Request Remedial Approval Usage of a Singulair Bio-Kinetic
Wastewater Treatment System in conjunction with a Perc-Rite Drip
Dispersal System.
(7) A reduction to the requirement of a 12" separation between inlet and
outlet pipes servicing the septic tank and pump chamber with a
minimum separation to be equal to or greater than 6". Watertight
sleeves shall be pre-installed on the septic tank and pump chamber.
These variances were granted with the following conditions:
(1) No more than four (4) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
Q:\WPFILES\IA Approval 18-20 SunsetAve Cent 2010.doc
I
a
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to four (4) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(3) The system shall be installed in strict accordance with the engineered
plans dated June 28, 2010.
(4) 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 June 28, 2010.
(5) The wastewater effluent shall be tested quarterly for the first two years of
operation for pH, BODS, TSS, and TN.
(6) Effluent discharge concentrations shall meet or exceed secondary .
treatment standards of 30 mg/L biochemical oxygen demand (BOD5) and
30 mg/L total suspended solids (TSS). The effluent pH shall not be less
than 6.0 or more than 9.0 standard units (S.U.).
(7) After two years (after 8 tests are conducted), the applicant may request a
reduction in testing to the Board of Health.
(8) The applicant shall submit a copy of the signed two-year Operation and
Maintenance Agreement (O&M) between the contractor and the
homeowner to the Board of Health. The engineer or O& M contractor
shall conduct inspections to the I/A system a minimum of twice yearly.
This permission is granted because the proposed plan appears to meet the
maximum feasible compliance standards contained in the State Environmental
Code Title V.
Sinc rely yours
Mayne iller, M.D.
Chairm n
Q:\WPFILES\IA Approval 18-20 SunsetAve Cent 2010.doc
�0-%�IM
le
Pam.
DATE: /
FEE:
= BARNBrABM
16 REC. BY
Town of Barnstable sue. DATE:
_��G:a
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 509-790-6304 Junichi Sawayanagi
Paul J.Canniff,D.M.D.
VARIANCE REQUEST FORM
LOCATION tA� ..�,
Property Address: �g 2P) sl-A eJr 1� , o f J.\
t -
Assessor's Map and Parcel Number: 2-tG — 1-71 Size of Lot: � Z3 O J S F.
Wetlands Within 300 Ft. Yes ,� Business Name:
No p Subdivision Name:
APPLICANT'S NAME: MC&VER i£ Phone :S-6,8 -4 7-7-S 3 1 3
Did the owner of the property authorize you to represent him or her? Yes C_ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: �cL h �.OQ0.� Name: C4,J ' `c-&-4-eA .
12 W _Cre q
Address: 'k 1 -i� kci s So v-% L A r-Q Address:
�oc--'rsrlc�� tJ N 031rO 1 y
Phone: Phone: CS g" 4 7"7- V 31-7
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
1
NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets. }
_ Four(4)copies of the completed variance request form
Four(4)copies of engineered plan submitted(e.g.septic system plans) =.A
_ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered.sanitarian I
_ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) 3
_ Signed letter stating that the property owner authorized you to represent him/her for this request r
_ Applicant:understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title
V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
_ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],
outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the
building pioposedp
_ Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Junichi Sawayanagi
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet
Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC
Engineering Works, Inc.
12 West Crossfield Road, Forestdale, MA 02644
TeVFax(508)477-5313
May 28, 2010
Town of Barnstable
Board of Health
200 Main Street
Hyannis, MA 02601
Re: 18 & 20 Sunset Avenue, Centerville, MA (Assessors Map 226, Parcel 171)
Construction Title 5 Septic System
Dear members of the Board:
Please be advised that an application for variances from the Massachusetts Department
of Environmental Protection, Title 5, and Local Regulations have been submitted to the
Barnstable Health Department for approval. The following variances are being
requested:
• 310 CMR 15.405(a)(b)(h)&Q) —CONTENTS OF LOCAL UPGRADE
APPROVAL
1. A 3' variance, S.A.S. to property line, for a 7' setback.
2. A 4' variance, septic tank to property line, for a 6' setback.
3. A 5' variance, pump chamber to property line, for a 5' setback.
4. A 5' variance, septic tank to cellar wall, for a 5' setback.
5. A 5' variance, pump chamber to cellar wall, for a 5' setback.
6. A 2' variance to the required 5' separation between maximum seasonal
high groundwater and bottom of S.A.S., for a 3' separation. Request
Remedial Approval usage of a Singulair Bio-kinetic wastewater treatment
system in conjunction with a Perc-Rite Drip Dispersal System.
7. A reduction to the requirement of a 12" separation between inlet and outlet
pipes servicing the septic tank and pump chamber with a minimum
separation to be equal to, or greater than, 6". Watertight sleeves shall be
pre-installed on septic tank and pump chamber.
Variance requests are being made due to site constraints.
rely,
oiwt7�'
Peter T. McEntee P.E.
Page 1 of 1
Miorandi, Donna
From: PETER MCENTEE [peter.mcentee@gmail.com]
Sent: Thursday, July 08, 2010 10:22 AM
To: Miorandi, Donna
Cc: Dudley, Brian (DEP)
Subject: 18 &20 Sunset Dr
Donna,
I spoke with Brian Dudley and we�oth seem to have the understanding that the unit is approved
as a single unit, without an additional storage compartment required. In the Remedial Approval,
I. Purpose, 4. it says that the system is approved for any with a design flow of less than
1500 GPD. The type of Facilty is not specified and therefore it is based upon sewage flow and
not be Facility type.
I hope that this satisfies your concerns.
Peter
Peter T. McEntee PE - Principal
Engineering Works, Inc.
12 West Crossfield Road
Forestdale, MA 02644
Tel/fax (508) 477-5313
7/9/2010
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENERGY &ENVIRONMENTAL AFFAIRS
IIEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
DEVAL L PATRICK LAN A.BOWLES
Governor secretary
TIMOTHY P.MURRAY L.AURIE BURT
Lieutenant Governor _ Commissioner
APPROVALCORMMEDIAL USEPursuant tMR 15:00
Name and Address of Applicant:
NORWECO,Inc.
220 Republic Street
Norwalk,OH 44857
Trade name of technology:Singulair Biolinetie Wastewater Treatment System
Model:950-500,%0-600,960-750,960-1000,%0-1250,and 960-1500,TNT-500,TNT-600,
TNT-750,TNT-1000,TNT-1250 and TNT-1500(hereinafter called the"System"). Schematic
drawings illustrating the models and an Inspection checklist are part of this approval.
Transmittal Number: W 104472
Renewal Date: June 8,2007,modified January 2008.
Authority for Issuance
Pursuant to Title 5 of the State.Environmental Code,310 CMR 15.000,the Department of Environmental
Protection hereby issues this Approval to:NORWECO,Inc.,220 Republic Street,Norwalk,OH 44857
(hereinafter"the Company'),approving the System described herein.for Remedial Use in the
Commonwealth of Massachusetts.Sale and use of the System are conditioned on compliance by the
Company and the System owner with the terms and conditions set forth below.Any noncompliance with
the tends or conditions of this Approval constitutes a violation of 310 CMR 15.000.
January 24,2008
Glenn Haas,Acting Assistant Commissioner Date
Bureau of Resource Protection
This information is available in alternate format.Call Donald X Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-2911-2207.
MassDEP on the World Wide Web: http://www.mass.gov/dep
Printed on Recyded Paper
Approval for Remedial Use
Singulair.Biokinetic
Page 2 of 7
L Purpose
1. The purpose ofthis Approval is to allow,use ofthe System in Massachusetts,on a Remedial Use
basis.
2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for
Remedial Use authorizes the use and installation of the System in Massachusetts..
3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2).
4. This Approval.for Remedial.Use authorizes the use of the System where the local approving
authority finds that the System is:for upgrade of a failed,failing or nonconforming system and
the design flow for the is less than 1,500 gallons per day(GPD).
II. Design Standards
1. The Singulai?960 uses air to aerobically treat sanitary wastewater. The treatment process takes
place in the three-compartment precast concrete tank.The initial chamber removes gross solids,
grease and oil from the wastewater by settling and flotation.The clarified liquid is aerated in the
second chamber usmg:a fractional horsepower,1725 RPM aerator,operating at 30 min on and 30
min ofly to mix and aerate the liquid and promote aerobic treatment.The TNT Model operates at,60
min on and 60 min off. The third chamber contains the Bio-Kinetic unit,.which provides additional
filtration and settling using,non-mechanical flaw equalization.Sludge that settles in the third
chamber is returned to the aeration chamber using a Bio-static sludge return.
2. The control-panel including alarms and controls shall be housed within a weatherproof.enclosure
mounted in a location always.accessible to the System operator.
3. All access-ports and manhole covers shall be installed and:maintained.at grade to allow for
maintenance of the System
4. The.System,shall be installed between the building sewer and the effluent pump chamber for
disposal in the SAS of a system designed-and constructed in accordance with 310 CMR 15.100-
15.279,subject.to the provisions,of this Approval.
5. The System may be used in soils with a percolation rate of up to 90 minJinch in accordance with
310 CMR 15.245(4)
6. Pressure distribution designed in.accordance with Department guidelines is required for all
installations of the System.
M. Allowable Soil Absorption System_Design
1. The following reductions are allowable for Soil Absorption Systems(SAS)when designing the
System.
A. The approving authority may allow up:to a 50 percent reduction in the area of the soil
absorption.system requires by 310 CMR 15242;or
B. The approving authority may allow a reduction in the required separation between the bottom
of the SAS and the high groundwater elevation of up to two feet. This provides a minimum
Approval for Remedial Use
Singulair Biokinetic
Page.3 of 7
separation of two feet(in soils with a.recorded percolation rate of more than two minutes per
inch)or a three feet(in soils with a recorded percolation rate of two minutes or less per inch);
or
C. The approving authority may allow a.reduction in the required four feet of naturally
occurring pervious material in an area with no less than two feet of naturally-occurring,
pervious material,provided that it.has been demonstrated that the four foot requirement
cannot be met anywhere on the site.
EXCEPTION:If a remedial.System needs more than one of the allowable reductions fisted
above,then the reductions must.first be approved by the local approving authority and then.
approved by the Department pursuant to 310,CMR 15.284 through filing a BRPWP 64c permit
application.
2. Additional reductions allowable for Soil Absorption System.(SAS)when designing the System:
A. When using IA, 1B,or 1C above for the System where full.compliance with 310 CMR 15.000
is not feasible,the local approving authority may consider granting local upgrade approvals in
accordance with the provisions of 310 CMR 15.401—15.405.
For example:
i. When an applicant chooses up.to:a 50%reduction in the SAS area with the use of.I!A
technologies,the local approving authority may grant a local upgrade approval for
reduction to estimated high groundwater in accordance with 3I0 CMR 15.405(l)(h).
ii. When an applicant chooses up to a two foot reduction in the estimated separation of
high groundwater from the bottom of the SAS area with an I/A technology,the local
approving authority may consider granting a local upgrade approval for SAS reduction
in accordance with 3.10 CMR 15.405(1)(c).
ui. When an applicant chooses a reduction in the naturally occurring soil with the use of
an UA technology,.a local upgrade approval may grant either a reduction in,SAS:area
in accordance with 310.CMR 15.405(1)c or a reduction in groundwater separation in
accordance with,310 CMR 15.405(1)(h).
B. If any remedial system is still not able to achieve full compliance with all of the minimum set
back distances in 310 CMR 15:211,even taking into account provisions for.focal_upgrade
approval in.accordance with the provisions of 310 CN4R 15.401-15.405 the.applicant;must
obtain variance(s)from the approving authority and then.approval from the Department
pursuant to 310 CMR 15.410 through filing,a BRPWP 51c permit application.
IV. General Conditions
1. All provisions of 310 CMR 15.000.are applicable to the use of this System,the System owner and
the Company,except those that specifically have been varied by the terms of this Approval.
2. Any required operation and:maintenance,monitoring and testing.shall be performed in accordance
with a Department approved.plan.. Any required sample analysis shall be conducted by an.
independent U.S.EPA or DEP approved testing laboratory,or a DEP approved independent
university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant
Approval for.Remedial Use
Singulair Biokinetic
Page 4-of 7
to an approved testing plan,to omit any required data or to fail to submit any report required by
such plan.
3. The facility served by the System and.the System itself shall be open to inspection and sampling by
the Department and the local approving authority at all reasonable times.
4. In accordance with applicable law,the.Department and the local approving,authority may require
the System owner to cease operation of the system and/or to take any other action as it deems
necessary to protect public health,safety,welfare and the environment.
5. The Department has not determined that the performance of the System will provide a level of
protection to public health and_saf:ty and the environment that is at least equivalent to that of a
sewer system. No System shall be installed,upgraded or expand if it is feasible to connect the
facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. When:a;sanitary sewer
connection becomes feasible,the facility served by the System shall be connected to the sewer,
within 60 days of such feasibility,and the System shall:be abandoned in compliance with 310 CMR
15354,unless a later time is allowed,in writing,by the approving authority.
6. Design,installation.and operation shall be in strict conformance with the Company's DER approved
plans and specifications,310 CMR 15.000 and this Approval.
7. Pressure distribution designed in accordance with Department guidance is required for all
installations of the System.
V. Conditions Applicable to the System Owner
1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are
non-sanitary sewage generated or used at the facility served by the System shall not be introduced
into the System and shall be lawfully disposed.
2. Effluent discharge concentrations shall meet or exceed secondary treatment standards of 30 mg/L
biochemical oxygen demand(130135)and 30 ag/L.total suspended.solids(TSS). The effluent pH
shall not be less than 6.0 or more than 4.0 standard units(S.U.).
3. Any effluent samples.shall be taken at a flowing discharge point,i.e.distribution box,pump
chamber or other Department approved location downstream of the treatment unit. Any required
influent sample shall be taken at.a point that will provide a representative sample of the influent.
The system designer,subject to written approval by the Department,shall determine influent
sampling locations.
4. The System owner shall have the.Company or its designee conduct a design review for any
proposed non-residential System or System with a design flow 2,000 GPD or greater to ensure that
the proposed:use of the System:is consistent with the:unit's capabilities.
5. Operation and Maintenance Agreement:
A. Throughout its life,the owner shall operate and maintain the System in accordance with the
Company and designer's operation and maintenance requirements and this Approval'. To ensure
prow operation and maintenance(O&M),the owner shall enter into an O&M agreement. No
O&M agreement shall.be for less than one year.
B. No:System shall be used urn an O&M agreement is submitted to the approving authority which:
i. Provides for the contracting of a person.or firm trained by the Company as provided in
Section.VI(6);and competent in providing.services;consistent with the Systems
i
Approval for Remedial Use
Singulair.Biokinetic
Page 5 of 7
specifications,with the operation and maintenance requirements specified by the
Company and the designer,and with any specified by the Department;
ii. Contains procedures for notification to the Department and the local board of health
within five days of a System failure or alarm event and for conrective measures to be
taken immediately;and
iii. Provides the name of an operator,which must be a.Massachusetts certified operator if
one is require by 257 CM1t 2.00,that will operate and monitor the:System. The
operator must inspectand field test Systems installed at single family homes at least
every six months in accordance with the Department's policy and anytime there;is an
alarm event,and for all other Systems at least every three months and anytime there is
an alarm event. This Department policy,Inspection and Sampling,in Title 5 I/A.Single
Family Home Remedial and General Use Treatment Systems.with Design Flows Less
than 2000 gallons/day can be viewed on the intemet at:
htV.//mass.gov/dep/waterAvastewaterrigechs-hWL
.iv For all other Systems.the operator must inspect and maintain the System at least every
three months and anytime there is an alarm event.
6. Effluent from the System serving a single family residential facility shall be;field tested in
accordance with Department policy. For non-residential facilities and all f ici--ties with design
flows of2,000 GPD or.greater,System effluent shall be sampled for laboratory analysis at least
quarterly for the following:parameters:pH,BODS,and TSS.
7. The System owner shall at all times have the System properly operated and.:mainta.ined in
accordance with this Approval,the designer's.operation and maintenance requirements and the
Company's approve procedures and:sampling protocols. The.System owner shall notify;the
Department and the local approving authority in writing within seven days of any cancellation,
expiration or other change in the terms and/or conditions of their O&M agreement.
8. Prior to transferring any or all interest in the property serve by the System,or any portion.of the
property,including any possessory interest,the System owner shall provide written notice of all
conditions contained in this.Approval to the transferee(s). Any and all instruments of transfer and
any leases or rental agreements shall include.as an exhibit attached thereto and made apart thereof a
copy of this Approval for the.System. The:System owner shall send a copy of such written
notification(s)to the Department and local approving authority within 10 days of such notice being
givers
9. By January 31'of each.year for the previous year,the.System owner shall:submit to the local
approving authority all data collected in accordance with its 6,above,including all Department
Title.5 IA G&M checklists and System technology checklists completed during the previous
calendar year by the System operator for each inspection performed-
shall to the issu`ancx of_a_Certifica.#e-ot<Comphan for the_System;the System owner-,shall
-. ---
ancUor iii the try of_Deeds and/or Lai�d'Registrahon'Office;:a=Notice
disclosing-lio#h=the existence of fled alternatixe_septie.systemsubject to-this-Approval=on=the
property_and the Department's approval_of the�Sys�ean. If the property subiect.to the l�lotce is
unregistered. land,the Notice shall be marginally referenced on the owner's deed to the property.
Within.30 days of recording and/or registering the Notice,the System:owner,shall submit the
following to the Department and the local.approving authority:(i)a:certified Registry copy of the
I
Approval for Remedial Use
Singulair B.iokinetic
Page 6 of 7
Notice bearing the book and page/instrument number and/or document number;and(ii)if the
property is unregistered land,a Registry copy of the owner's deed to the property,bearing the
marginal reference.
VI. Conditions Applicable to the:Company
1. By January 31'of each year,the Company shall submit a report to the Department,signed by a
corporate officer,general partner or Company owner that contains information on the System,
for the:previous calendar year. The report shall state:the number of units of the System sold for
use in Massachusetts including the installation date and date of:start-up during the previous year,
the address of each installed System,the owner's name and address,the.type of use(e.g.
residential,commercial;.institutional)and the design flow,and for all Systems installed since the
date of issuance of this Approval;all known failures,malfunctions,and corrective actions taken
and the address of each such evem.
2. The Company shall notify the Director of the Wastewater Management Program at least 30.days
in:advance of the proposed transfer of ownership of technology for which this.Approval
issued. Said notification shall include the name and address of the proposed new owner and a
written-agreement between the existing.and.proposed new owner containing a specific date for
transfer of ownership,responsibility,-coverage and liability between them. All provisions of this
Approval applicable to the Company shall be applicable to successors and assigns of the
Company,unless the Department determines otherwise.
I The Company shall develop and:submit:to the Department within.60 days of the effective:date of
this Approval:minimum installation requirements;an operating manual,including information
on substances that should not be discharged to the System;,and.a recommended.schedule for
maintenance of the System essential to consistent successful performance,of the installed
Systems.
4. The Company shall develop and submit to the Department within;60 days of the effective date of
this.Approval a smridard;protocol essential for consistent and accurate measurement of -
performance of installed:Systems,including procedures for sample collection and analysis:of the
System. The protocol shall be in accordance.with:the latest edition of Standard Methods for the
Examination of Water and Wastewater.
5. The Company shall make available,in prim and electronic format,the references procedures and
protocol in Section VI(3)and(4)to owners,operators,designers and installers of the System.
6. The Company shall institute and maintain a program of operator training.and continuing
education,as approved by the Department. The company shall update the:list of qualified
operators and make the list known to users of the technology.
6. The Company or its designee shall conduct a design review for any proposed non-residential
System.or System with a design flow 2,000 GPD or greater to ensure.that the proposed use of the
System is consistent with the unit's capabilities.
7. The Company shall furnish the Department any information that the Department requests
regarding the System within 21 days of the receipt of that request.
8. The Company shall include copies,ofthis Approval:and.the procedures and protocol described in
Section VI(3)and(4)each System the is sold. Also;in:any contract executed by the Company .
for distribution or re-sale of the System,the Company shall require the distributor ,or re7selter to
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Approval for Remedial Use
S ingulair.Biokinetic
Page 7 of 7
provide each purchaser of the System with copies of this Approval and the procedures and
protocol described in Section VI(3)and(4).
9. The Company shall comply with 310 CMR 1.5.000 and all the Department policies and.guidance
that apply and as they may be amended,from time to time.
VLL Reporting
l. All notices and documents required.to be submitted to the Department by this Approval.shall be
submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street-5th floor
Boston,Massachusetts 02108
VIH. Rights of the Department
1. The-Department may suspend,modify or revoke this Approval for cause„including,.but not
limited to,non-compliance with the terms of this Approval,non-M ment of the annual
compliance assurance fee,for obtaining the Approval by misrepresentation or failure to disclose
fully all relevant facts or any change in or discovery of conditions that would constitute grounds
for discontinuance of the Approval,or as necessary for the protection of public health,safety,
welfare or the environment,and as authorized by applicable law. The Department reserves its
rights to take any enforcement action authorized by law with respect to this Approval and/or the
System against the owner,or operator of the System and/or the Company.
�\ COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
DEVAL L.PATRICK IAN A.BOWLES
Governor Secretary
TIMOTHY P.MURRAY LAURIE BURT
Lieutenant Governor Commissioner
REVISED CERTIFICATION FOR GENERAL USE
Pursuant to Title 5,310 CMR 15.000
Name and Address of Applicant:
American Manufacturing Company,Inc.
PO Box 549
Manassas,VA 20108
Trade name of technology and model:PERC-RITE Drip Dispersal,System,Models QM,
ASD-15,ASD-25&ASD-40(hereinafter called the"System"). A schematic drawing of a
typical System,a Design/Installation Manual and a technology checklist are attached and.are a
part of this Approval.
Transmittal Number: W084035
Date of Issuance: March 15,.2007,revised December 4,2009
Expiration Date: March 15,2012
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code,.310 CMR 15.000,the Department of
Environmental Protection hereby issues this Certification for General Use to:American
Manufacturing Company,Inc.,PO Box 549,.Manassas,VA 20109(Hereinafter"the
Company"),for the System described herein. Sale and use of the System are conditioned on and
subject to compliance by the Company and the System owner with the terms and conditions set
forth below..Any noncompliance with the:terms or conditions of this Certification constitutes a
violation of 310 CMR 15.000.
j�
December 4.2009
Glenn Haas,Acting Assistant Commissioner Date
Bureau of Resource Protection
This information is available in alternate format.CaR Donald M Gomes,ADA Coordinator at 617-556-1057.TDDN 1-866-539-7622 or 1-617-574-6868.
MawDEP on the World Wide Web: http:/Avww.mass.gov/dep
i Printed on Recyded Paper
J
f -
Certification for General Use-Revised Page 2 of 8
PERC-RITE.Drip Dispersal System
I. Purpose
1. The purpose of this Certification is to allow the use of the System in
Massachusetts on a General Use basis.
2. With the necessary permits and approvals required by 310 CMR 15.000, this
Certification authorizes the use of the System in Massachusetts.
3. The System may-bed stalled-can allTfae�lities where a system incompliance with
310 CMR-1 S:OOO exists=on site or could-be=built and,for whicka_site-evaluation in
comp�with 310 CMR-15:fl00 has-been-approved-by-the-iocatapprov rig
authority;.-of,by I}EP if_D1iP a proval`is required by 310 CMR 15:t}00:The,
=System-is-used for_dtsposal ofwastewater,from-6�Trtle-5 septr des gned;in
accord a witlt=310 CCW15123 t6-3`lO CMR 15,229 or from-atreatmeut
system which-has General-Use Approval.
4. The System is approved for use at facilities with a design flow less than.10000
gallons per day(GPD).
I1. Design Standards
1. The System is a.pressure_distributed subsurface wastewater drip dispersal(disposal)
system that replaces a soil absorption system(SAS)designed in accordance with 310
CMR 15.000. The System is designed to distribute septic tank or secondary effluent and
pressure discharge it at a depth of at least 6 inches below finished grade.The System
includes a pump chamber,a filter module/hydraulic unit and.drip dispersal zone(s)with-
drip tubing incorporating,discharge emitters.The dispersal zone(s)include small
diameter flexible polyethylene tubing with pressure compensating emitters.The emitters
are located at two foot spacing within the tubing.They operate on a pressure differential
across the emitter,with wastewater discharged in small doses.Dispersal field dosing is
timed and controlled electronically to provide pre-programmed volumes of effluent for
discharge to each dispersal zone(s). The System includes two-stage(the ASD models)
automatic backwashing disc filters within the filter module. The system allows periodic
backwashing of the filtration system and forward-flushing of the dispersal tubing with
the dirty effluent conveyed by return line to the septic tank.All drip tubing and shallow
manifolds shall be designed to drain into the soil upon completion of the pump cycle.
The System may include single(the QM model)or two-stage(the ASD models)
automatic backwashing disc filters within the filter module and air vents in each
dispersal zone.Each zone shall have air release valves at the high points of manifolds
and check valves on each return manifold.
2. The System.may be installed in the A,B or C soil horizon at a depth of at least 6 inches
blow the finished grade,or in fill material meeting the specifications at 310 CMR
15.255(3).
3. All access ports and manhole covers shall be installed and maintained at grade to allow
for maintenance of the System.
Certification for General Use-Revised Page 3 of 8
PERC-RITE:Drip Dispersal System
4. The control el including alarms and.controls shall be mounted in a location always
l� g
accessible to the System operator. System unit malfunction and high water.alarms shall
each be connected to an independent power source from the operating pump(s).run from
the main power source of the facility
5. The System may be installed in soils with a percolation rate of up to 60 minutes per inch
WI).The System shall not be installed in Class IV soils as defined in 310 CMR
15.243.
6. Systems shall not be designed and constructed with less than 400 linear feet of drip
tubing with a minimum spacing of 12 inches. SAS area will be determined by the
required linear feet and spacing of drip tubing.
7. The System is equivalent to a pressure distribution system designed in accordance with
the Department's Pressure Distribution Guidance.
8. The System does not require a five foot over dig as indicated at 310 CMR 15.255(5).
9. System control units,valve boxes,drip dispersal lines,conveyance lines and other
System appurtenances shall be designed and installed to prevent freezing.per Company
recommendations.
10. When distributing septic tank effluent,the System design,installation and operation
including design loading rates shall be in accordance with the:Department's,Guidance
for Design.Installation and Operation of Subsurface Drip Distribution Systems as a
Replacement for Conventional Title 5 Soil Absorption.Systems for Disposal of.Septic
Tank Effluent,dated October 27,2006 as revised below:
a. Drip tubing may be installed with a vibratory plow,a static plow,a narrow trencher
(<6"width),by hand trenching,or by scarifying the surface and bedding the drip
tubing in clean sand meeting the requirements for fill material in Title 5 at 310
CMR 15.255(3)with cover consisting of sand and topsoil meeting the 6to 12.inch
depth requirement.Vegetative cover must be replaced for installations where it is
removed or buried during installation.
b. The drip tubing may be installed at no less than 12 inch spacing and as wide a
spacing as may be suitable for site conditions.
c. When.the reserve area is proposed.between primary drip lines,the primary drip
lines must be spaced aminimum of 24 inches apart.
d. Effluent tee filters shall be a requirement for septic tanks.
11.. When distributing secondary treated effluent,the following conditions will apply:
a. Drip tubing may be installed with a vibratory plow,a static plow,an-Wow;trencher
(<6"width),by hand.trenching,or by scarifying the surface and bedding the drip
tubing in clean sand meeting the requirements for fill.material in Title 5 at 310
CMR 15..255(3)with cover consisting of.sand and topsoil meeting the 6 to 12 inch
depth requirement.Vegetative cover must be replaced for installations where it is
removed or:buried during installation.
Certification for General.Use-Revised Page 4 of 8
PERC-RITE Drip Dispersal System
b. The drip tubing may be installed at no less than 12 inch spacing and as wide a
spacing as may be suitable for site conditions.
c. When the reserve area is proposed between primary drip lines,the primary drip
lines must be spaced a minimum of 24 inches apart.
d. A General Use approved alternative treatment system must be used.
e. Any reduction in System design shall be based on the allowable design,siting,and
installation requirements for the alternative treatment system that precedes the
System.
f. Titl'e:.5 LTAR will be used to calculate linear feet of drip:tubing.in System. a
12.Dosing chambers and pumps shall be designed in accordance with 310 CMR 15.231.
Timed dosing with multiple small.doses of the drip tubing shall be required for these
systems.The dosing-chamber between the septic tank and the drip dispersal.system,shall
be sized and equipped so as to permit timed dosing of the daily sewage flow.The
wastewater tanks shall have a 24 hour reserve storage capacity for system malfunctions.
13.The System shall be equipped with a control:panel to regulate dosing frequency/volume,
record the number doses, field flushing events and other pertinent information.
14.The System shall be designed to meet the minimum setback requirements of 310 CMR
15.211 from private water.supply wells and suction lines.
15.The system may be designed to allow for irrigation of plantings,less than the 20;foot
limit in 310 CMR 15.211 but no Tess than five feet to a building cellar wall.Irrigation
systems shall not be allowed in areas where drip tubing is installed.
16. Systems shall not receive credit for nitrogen or phosphorous reduction in the soil profile.
17.The system shall be equipped with.a flow meter and a tubing,flushing system,capable of
providing.a flushing velocity of greater than 2 feet per second that shall be automatically
activated no less than the minimum frequency required by the Company to prevent
solids buildup in the tubing.
19.The System's filtration unit shall be backwashed automatically per the Company's
recommendations with any backwash returned to the head of the septic tank.The volume
of backwash shall not to exceed the hydraulic capacity ofthe septic tank. .
19.The System's filtration units shall be installed in a readily accessible location.The
housing for the filters shall be insulated unless.the system drains between.dosing
periods.All access ports and manholes:shall be installed and maintained at;grade to
allow for ease of access.The system shall have free access to verify pressures and check
any change in head loss through the system.
20.Air vents in a dispersal zone shall be placed at a higher elevation than the:drip tubing in
that zone:but below:the ground surface. Air vents shall be accessible from finished
grade and insulated to protect from freezing.
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Certification for General Use-Revised Page 5 of 8
PERC-RITE Drip Dispersal System
21.The dispersal area shall not be installed under a paved surface.
22.No change e in existing surface slope over the dispersal.field is required to comply with
g g Pe
1�'
310 CMR 15.240(10).
23.For Systems with a design flow of 2,000 GPD or greater,the System shall be equipped
to provide a flow meter and automatic remote telemetric notification to the operation and
maintenance(O&M)provider.
III. General Conditions
1. All provisions of 310 CMR 15.000 are applicable to the use of the System, except
those that specifically have been varied by the terms of this Certification.
2. The facility.served by the System,and the System itself; shall be open to inspection
and sampling by the Department and the local approving authority at all reasonable
times.
3. In accordance with applicable law,the Department and.the local approving authority
may require the owner of the System to cease use of the System and/or to take any
other.action as it deems :necessary to protect public health, safety, welfare or the
environment.
4. The Department has not determined that the performance of the:System will provide a
level of protection to the environment that is at least equivalent to that of a sewer.
Accordingly, no new System shall be constructed,and no System shall:be upgraded
or expanded, if it is feasible to conned the facility, to a sanitary sewer, unless as
allowed by 310 CMR 15.004.
5. Design,,installation and use of the System shall be in strict conformance with the
Company's DEP approved plans and specifications and 310 CMR. 15.000,.subject to
this Certification.
IV. Conditions Applicable to the System Owner
1. The System is approved for the disposal of sanitary sewage only.Any wastes that.are
non-sanitary sewage generate or used at the facility served by the System shall not be
introduced into the System.and.shall be lawfully disposed.
2. The System owner shall have the Company or its designee conduct an intended use
review of the System prior to the sale of any System receiving;nonresidential flow or any
System with a design flow of 2,000 gpd or greater to ensure that the proposed use of the
System is consistent with the unit's capabilities.
3. Operation and Maintenance Agreement:
A. Throughout its life,the System owner shall operate and maintain the System in
accordance with this Approval,the designees operation and.maintenance
requirements,and the Company's approved procedures and protocols.To ensure
l
Certification for General Use-Revised Page 6 of 8
PERC-RITE Drip Dispersal System
proper operation and maintenance(O&M),the System owner shall enter into an
O&M agreement.No O&M agreement shall be for less than one year.
B. No System shall be used.until an O&M agreement is submitted to the approving
authority which:
L Provides for the contracting of a person or firm competent in providing
services,trained by the Company as provided in Section V(6),to operate;and
maintain the System consistent with the Syste&s specifications and the
operation and.maintenance requirements specified by the designer and any
specified by the Department;
ii. Contains procedures for notification to the Department and the.local board of
health within five days of knowledge of a System failure or alarm event and
for corrective measures to be taken immediately;
iii. Provides the name of an operator,which must be a Massachusetts certified
operator if one is required by 257 CMR 2.00,that will operate and monitor the
System.The operator must operate and inspect Systems installed at single
family homes every six months and anytime there is an alarm event and all
other Systems at least every three months.and anytime there is an alum event.
4. The System owner shall at all times.have the System properly operated and maintained
in accordance with this Approval;the.designer's operation and maintenance
requirements and the Company's approved procedures and protocols.The System owner
shall notify the Department and the local approving authority.in writing within.seven
days of a change in the operator.
5. The System owner shall provide a.copy of this Approval,prior to signing,of a purchase
and sales agreement for the.facility served by the System or any portion thereof,to the
proposed owner. Any and all instruments of transfer and any leases or rental agreements
shall include as an exhibit attached thereto and made a part thereof a copy of this Approval
for the System. The System owner shall send a copy of such written notification(s)to the
local approving.authority within 10 days of such notice being given.
6. By February 15th of each year for the previous year,the System owner hall submit to the
approving authority all data collected in accordance with item 4,above,and.an O&M
checklist and a technology checklist,completed by the System operator for each.
inspection performed during the previous calendar year.A Copy of the System checklist
is attached to this approval_
V. Conditions Applicable to the Company
1. By February 15t'of each year;the Company shall submit to the Department a report,
signed by a corporate officer, general partner, or Company owner that contains
information on the:System for the previous calendar year. The report shall state: the
number of units of the System:sold for use in Massachusetts during the reporting
year; and for all systems installed since the first issuance'of Certification for,..the
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• Certification for General Use-Reviscd Page 7 of 8
PERC,RITE Drip Dispersal System
. System, all known failures,, malfunctions, and corrective actions taken and the
address of each such event.
2. The.Company shall notify the Department's Director of Watershed Permitting at least
30 days in advance of any proposed transfer of ownership of the t€chnology for
which this Certification is issued.Said notification shall include the,name and address
of the proposed new owner and a written agreement between the existing and
proposed new owner containing a specific date for transfer of ownership,
responsibility, coverage and liability between them. All provisions of this
Certification applicable to the Company shall be,applicable to successors and assigns
of the Company,unless the Department determines otherwise.
3. The Company shall develop and submit to the Department: an operating manual,
including information on substances that should not be discharged to the System and
a recommended schedule for maintenance of the `System essential to consistent
successful performance of the installed Systems within 60 days of the effective date
of this Approval.
4. Company shall make available, in print and electronic format, the referenced
procedures in paragraphs 3 above to owners,operators,designers and installers of the
System.
5. The Company shall provide a design review procedure for systems with:design now
of 2000 GPD or greater.
6." The Company shall:institute ansl�maWm- a training course for designees;installers-}
—� a shail'be offered at`least-annually—It:shall include design
d insp tars_ The.cours_ ,.
and ii stallation examples for various sized systems withvaryurg soil conditions and a
discussion of soil conditions and their impact on drip systems.The soils Portion of the
course shall include a discussion of the types of soils testing required to evaluate the
A and B layers, and installation procedures that are required to avoid disturbing the
soil matrix. The Company shall certify that installers and inspectors have completed
the Company's training' i class, maintain a list of certified installers and inspector's,
submit a copy to the Department,and update the list annually. Updated lists shall be
forwarded to the Department.
7. The Company shall provide the Department with an installation checklist and
technology operation and maintenance checklist required for the System that shall
become a part of the approval.
8. The Company shall furnish the Department any information that the Department
requests regarding the System,within 21 days of the receipt of that
9. The Company shall include copies of this Approval and the procedures in Section V
(3) with each System that is sold. In any contract executed by the Company. for
.distribution.or re-sale of the System, the Company shall require the distributor or re-
seller to provide each purchaser of the System with copies of this Approval and.the
procedures described in Section V(3).
10.The Company shall comply with 310 CMR 15000 and all Department policies and
guidance that apply and as they may be amended from time to time.
Certification for General Use-Revised. Page 8 of 8
PERC=RITE Drip Dispersal System
11.If the Company wishes to continue this Approval after its expiration date, the
Company shall apply for and obtain a renewal of this Approval. The Company shall
submit a renewal application at least 180 days before the expiration date of,this
Approval, unless written the Department has granted permission for a later date in
writing. This approval shall continue in force until the Department has acted on the
renewal application.
VI. Conditions Applicable to installers of the System
1. Each.Installer shall install the System in accordance with.Company training.on the
installation of the System and the conditions of this Certification.
2. No Installer shall install the System unless the Company has trained the Installer on
the installation of the System, or a. Company representative(s) oversees the
installation.
VII. Reporting
1. All submittals of notices and, documents to the Department required by this
Certification shall be submitted to:
Director
Wastewater:Management Program
Department of Environmental.Protection
One Winter Street-5th floor
Boston,Massachusetts 02108
VUL Rights of the Department
1. The Department may suspend, modify or revoke this Certification for cause,
including, but not limited to,. non-compliance with, the:terms of this Certification,
non-payment of an annual compliance assurance fee, for obtaining the.Certification
by misrepresentation or failure to disclose fully all relevant factsor any change in or
discovery of conditions that would constitute .grounds for discontinuance of,the
Certification,or as necessary for the protection of public health,safety,welfare or the
environment,and as authorized by applicable law.The Department reserves its rights
to take.any enforcement action authorized by law with:respect to this:Certification,
the System,the owner,or operator of the System and the Company.
IX. Expiration Date
1. Notwithstanding-the expiration date of this Certification,any System installed prior to
the expiration date of this Certification, and approved,. installed and maintained in
compliance with this Certification:(as it.may be modified)and 310 CAM'15.000,may
remain in use unless the Department,.the local;approving authority,.or a court requires
the System to be modified or removed,or requires discharges to the System to cease.
P=Rite_A"vl Revised I2_04 2009 Am
s
Engineering Works, Inc.
12 West Grossfield Road, Forestdale, MA 02644
Tel/Fax (508)477-5313
July 28, 2010
Town of Barnstable
Board of Health
200 Main Street
Hyannis, MA 02601
Re: 18 & 20 Sunset Ave., Centerville, MA (Assessors Map 226, Parcel 171)
I/A Septic System — Monitoring Plan
Dear members of the Board:
At the July 13, 2010 meeting the Board requested a Monitoring Plan be submitted as
part of the plan submission. The Remedial Approval letter describes, specifically, the
required monitoring of the I/A system under "Conditions Applicable to the System
Owner". Effluent sampling requirements are described in paragraphs 5(B)(iii) and 6.
Although the letter does not specifically address a duplex building, the 4 bedroom
duplex with one common sewer outlet, most resembles a single family home vs. the
requirements for non-residential facilities and all facilities with design flows of 2,000
GPD or greater. For this reason, it is recommended that system monitoring be
conducted in accordance with the Departments policy, "Inspection and sampling in
Title 5 I/A Single Family Home Remedial and General Use Treatment Systems with
Design Flows Less Than 2.000 GPD" Policy/SOP/Guideline# BRP/DWM/PeP-P06-
1(attached).
My recommendation is that the Approval letter requirements and the above referenced
MADEP Policy be fully complied with by the system owner, without any additional
elaboration by this engineer.
(;7,erely,
Peter T. McEntee P.E.
Town of Barnstable P#
Department of Regulatory Services
BAMSTABU& Public Health Division Date 0 '�
KAM
ze39. �� 200 Main Street,Hyannis MA 02601
Date Scheduled /0/41 Time /I Fee Pd. � G U
Soil Suitability
` A.ssessment for Sewage Disposal
Performed By: �'e'1 r �V�7" Witnessed By:
LOCATION & GENERAL INFORMATION
Location Address I rr/,Z C -� Owner's Name �],�� � �► y
t CJ vj Adare?
Qsc --suevJ�
Assessor's Map/Parcel: 22&11? 1 Engineer's Name T>r.}{f�
NEW CONSTRUCTION !!REPAIR x Telephone# 534 L S?7 1-
Land Use F-e,51(0LtiA 0. Slopes(%) _ Surface Stones °y iilk
Distances from: Open Water Body _ft Possible Wet Area 7 i S� ft . Drinking Water Well �t(�I ft
Drainage Way 2 t56 ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
r L� ,
4b - A
CD
r7i
Parent material(geologic) vim' Depth to Bedrock
t�
Depth to Groundwater: Standing Water in Hole: 37 � Weeping from Pit Face Isr1^y`
Estimated Seasonal High Groundwater Lv���f csr � "^ W( ✓� \� ?�2 " rem
DET O E: GFW ��BL�R A ;
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: _ _ _ in.
Depth to weeping from side of obs.hole: ln. groundwater Adjustment _ ft.
Index Well# Reading Date: Index Well level _ Adj.factor Adj.Groundwater level T
PERCOI.ATt N TEST 6li� tm
Observation
Hole# , Time at 9"
Depth of Pere (Z~ Time at 6"
Start Pre-soak Time @ 2A- 9�```�3 Time(9"-6')
End Pre-soak t, �~
Rate Min:/inch L�Z /
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back--------
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC .
DEEP OBSERVATION HOLE LOG Hole# i
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottlin
g (Structure,Stones,Boulders.
Consistency,%Gravel
toy Y3
DEEP OBSERVATION HOLE`LOG
Depth from- Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
# r 1 Consistenc %Gravel
®'� r,.d.r „�lS..,f'► !*'o"o—�',�.:1'"`4�*.�c�v✓� �� �- 3�3 - ,>~,+;c.'`<� +:��$ �,'is
= 5
Y 7T.
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
DEEP`O MERVATION HOLE LOG Role,#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
' (Structure,Stones,Boulders.
Consistency. o Gravel)
a
4
Flood Insurance Rate Mau:
Above 500 year flood boundary No Yes
Within 500 year boundary No_ Yes
Within 100 year flood boundary No— Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? a f-
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 4S(date)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,a tise and experience described in 310 CMR 15.017.
Signature 1 Date
Q:`vSEPTIC\PERCFORM.DOC
I
I
C,a •
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON, MA 02108 617-292-5500
MITT ROMNEY ST E�R.PRITCHARD
Governor 1 74 Z,0 S Llrl Secretary
KERRY HEALEY ROBERT W.GOLLEDGE,Jr.
Lieutenant Governor
Commissioner
INSPECTION AND SAMPLING IN TITLE 5 I/A SINGLE FAMILY HOME REMEDIAL AND
GENERAL USE TREATMENT SYSTEMS WITH DESIGN FLOWS LESS THAN 2000
GALLONS PER DAY
Effective date: January 1,2006 Policy/SOP/Guideline#: BRP/DWM/PeP-P06-1
Program Applicability: BRP,Watershed Permitting,Title 5
Approved by: Assistant Commissioner Regulation Reference: 310 CMR 15.284, 15.287(2),
Glenn Haas 310 CMR 15.289(3)
310 CMR 15.202(4)(c)
Supersedes Policv/SOP/Guideline: NONE
PURPOSE:
This policy presents the Department's position on the appropriate inspection and sampling
schedule for Remedial Use and General Use Innovative/Alternative(I/A)Title 5 systems
installed at Single Family Homes(SFH). This policy amends the provisions for inspection
and sampling contained in Title 5, 310 CMR 15.000 and the Department's approvals and
certifications for I/A Systems.
APPLICABILITY:
This policy is for SFH owners and operators who own,operate and/or maintain Remedial
and General Use systems,and for boards of health and Department staff that monitor
operation of such systems. This policy applies only to I/A systems that serve SFH facilities
with design flows of less than 2000 gallons per day(gpd).This policy does not prohibit
the local approving authority from requiring more frequent inspection and/or sampling.
This policy does not apply to nitrogen reducing systems Certified for General Use or
to Provisional or Piloting systems or to Remedial or General Use commercial
systems or systems with design flows of 2000 gpd or greater.
This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207.
DEP on the World Wide Web: http://www.mass.gov/dep
is Printed on Recycled Paper
kr
Policy/SOP/Guideline#:
Page 2 of 4
INTRODUCTION:
Over 2000 Remedial and General Use I/A Systems have been installed at SFH in
Massachusetts since the promulgation of 310 CMR 15.000 in 1995. Remedial Use systems,
installed to replace failed onsite systems, are designed to reduce biochemical oxygen demand
(BOD5) and total suspended solids (TSS)to 30 milligrams per liter(mg/L) or less. General Use
I/A systems can be installed either for nitrogen reduction or when the owner can demonstrate the
capability to install a standard Title 5 system. Some boards of health are requiring General Use
systems to be installed for new construction to meet local environmental limits.
The Department requires quarterly inspection and effluent sampling for pH, BOD5 and
TSS for the first year of operation in remedial situations. When approved by the Department,
sampling is reduced to an annual event after the first year. All SFH I/A systems Certified for
General Use must be inspected on a quarterly schedule, four times per year. The above
inspection provisions were adopted based on the Board of Certification of WWTP Operators
recommendations to ensure that the systems are correctly maintained and operated.
The Department has been collecting operating data on aerobic I/A systems, i.e. -trickling
filters, submerged media, RSF or other systems. This database indicates that these systems are
producing a higher quality effluent than required by the regulations; median BOD5 and TSS
values are 9.5 mg/L and 7.6 mg/L, respectively. Inspection reports for both Remedial and
General Use systems indicate that problems occur at a low incidence and are generally detected
by the onsite alarm system.
Accordingly, the Department will reduce the inspections required per year for SFH
Remedial and General Use systems and condition the requirement for sampling and laboratory
testing on SFH Remedial Use systems.
TEXT:
The Remedial Use technology approvals oblige the owner to have quarterly operation and
maintenance(O&M) inspections conducted for the life of the system. In addition, the system
for the first year of operation must have quarterly effluent sampling for pH, BOD5 and TSS and
then an annual sample for those parameters. General Use systems that are not certified for
nitrogen reduction require quarterly inspection,without sampling, for the life of the system.
The I/A Program has reviewed the operations of the over 2000 aerobic Remedial and
General use I/A Systems installed on SFH in Massachusetts and has developed a new policy for
inspection and sampling. The continued sampling of the Remedial Use aerobic I/A systems is not
necessary except in special circumstances for the following reasons:
1. Systems approved by the Department for Remedial Use must have previously received
general use approval in other states.
2. There is generally a reasonable amount of information on operations in those states.
3. Field sampling of SFH systems only duplicates a process that has already been conducted in
other states.
4. The Department has reviewed over 4500 data points and found these systems provide good
effluent quality.
Page 2 of 4
L
Policy/SOP/Guideline M
Page 3 of 4
The Program has determined that under almost all circumstances a visual examination of
the effluent wastewater followed by simple field testing will demonstrate that the systems are
operating at secondary treatment standards, 30 mg/L of BOD5 and TSS. The Department will
now require that system operators perform and provide documentation for the following field
tests:
1. Visual examination of the effluent for color,turbidity and effluent solids,
2. Effluent pH to determine if the wastewater is between 6 and 9 standard units,
3. Dissolved oxygen, 2 mg/L or more, to ensure that the system is operating, and
4. Turbidity, less than or equal to 40 NTU.
If the effluent does not pass all of the field tests than the operator will be required to collect a
sample for laboratory analysis.
Based on the preponderance of inspection reports submitted since 1996, the Program has
also determined that conducting four inspections per year is unnecessary for SFH systems. The
Program has determined that quarterly inspection does not improve operation or.reduce system
failures. Remedial Use system will now require two inspections per year. During those
inspections the operator will conduct and document the field tests described above. Should the
system fail the field test,the operator will be required to collect an effluent sample for laboratory
testing. If the laboratory tests indicate that the system is not in compliance,the operator must
conduct a follow up inspection and field-testing to pinpoint the problem within 60 days of the
original inspection date. Should the subsequent inspection and field-test fail the operator shall
conduct a full evaluation within 30 days:
1. Including if necessary laboratory testing, and
2. Prepare and submit a report to the local approving authority that details the problems
and includes recommendations for repairing the system.
General Use systems are presumed equivalent to a standard Title 5 system. The Program
has determined that an annual inspection with one field test as described above is adequate.
Table 1, next page,presents the Program's inspection and sampling requirements for SFH
I/A systems with design flows of less than 2000 gpd. The table does not include inspection
requirements that the technology supplier specifies is necessary for start up and shut down of
these systems.
I
Page 3 of 4
a
Policy/SOP/Guideline#:
Page 4 of 4
Table 1. INSPECTION AND SAMPLING REQUIREMENTS FOR SFH REMEDIAL
AND GENERAL USE SYSTEMS
System Inspection Schedule Field Test Laboratory Test
Type
Remedial Twice per year Visual,pH,DO,Turbidity pH,BOD5 and TSS'
Generale Once per year Visual,pH,DO,Turbidity pH,BOD5 and TSS'
1 =Laboratory Test required only if system does not pass Field Test,follow up Inspection and Field Test within 60
days if Laboratory Test results do not meet the secondary treatment limits.
2=Systems Certified for General Use but not certified for nitrogen reduction.
Page 4 of 4
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9
I .
.. o. _ N ` ' • • . , LEGEND
- 20 -- EXISTING CONTOUR
EXISTING CESSPOOL LOOP 1(OUTSIDE)= 212 L.F.
TO BE PUMPED, FILLED W/ ; x 20,12 EXISTING SPOT GRADE
so Conferenle SAND AND ABANDONED LOOP 2(INSIDE) = 188 L.F. --Q- PROPOSED CONTOUR
of to TOTAL DRIPLINE = 400 L.F. F6.71 PROPOSED SPOT GRADE
cc
�• Nerr1 Bro SINGULAIR UNIT
"e ` PUMP CHAMBER " -O:H.Vt�-- OVERHEAD WIRES
ce��eN` ,�tio� W EXISTING WATER SERVICE
Beooh oPo e HYDRAULIC UNIT
t �
oh o G EXISTING GAS SERVICE
Southwinds Cir 3 TEST PIT
Road " 0 6,37 SO/ i
geooh Rd' 6.36 U T 9 BENCHMARK
�o�9
�yWIN ,
6.26 /30.68 , 6,60 OS C� GENERAL NOTES:
/ /� a
Centerville harbor �� o P 00 Edge c`L ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
N 0.0
' , Aa48 of ooveme 1. BOARD OF HEALTH AND THE DESIGN ENGINEER.
i� R/ S 48, nt 6 70 2. OFLTHEERSTATEDENV ENVIRONMENTAL CODE, TORE VOA DE ANY APPLICABLELOCUS MAP �'� ,- � 6'R=.�5z MATERIALS
NOT TO SCALE -
�� /_11 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
�, 6 / ,�- ` DOp 4 310 CMR 15.405(a)(b)(h)&(j)-CONTENTS OF LOCAL UPGRADE APPROVAL
STRIPOUT o' 22 1) A 3' variance, S.A.S. to property line, for a 7' setback.
REMOVE "A" HORIZON TO SUITABLE SOILS WITHIN THE S.A.S. FOOTPRINT. 2) A 4' variance, septic tank to property line, fora 6' setback.
= o '�� r 1 ��
FILL WITH TITLE 5 SAND TO DRIPLINE G ` .80 3) A 5' variance, pump chamber to property line, for a 5' setback.
EL.=6.5 (SEE ALSO, NOTE 11). �v 6.37 0 i _ /'� �634 AIR RELEASE VALVES 4) A 5' variance, septic tank to cellar wall, for a 5' setback.
X �a j �11 � v ,( F20�/ X 7.05 5) A 5' variance, pump chamber to cellar wall, for a 5' setback.
INSTALL 40 MIL POLYLINER 6,18 5 9 ��/� Benchmark Set 6) A 2' variance to the required 5' separation between maximum
r Right Cor. bat. Step seasonal high groundwater elevation and bottom of S.A.S., for
PLACE AS SHOWN ALONG OUTSIDE 7 y. I a 3' separation. Request Remedial Approval Usage of a SINGULAIR
STRIPOUT BOUNDARY � // o EL.=6.62 (NGVD) BIO-KINETIC WASTEWATER TREATMENT SYSTEM in conjunction with a
TOP OF LINER, EL.=6.7 6,43 , EX/ST/NG DUPLEX x 7.11 PERC-RITE Drip Dispersal System.
BOTTOM OF LINER, EL.=4.7 PK/SET IC, �TP2 y_�.0 X IOU/LD/NG� 7) A reduction to the requirement of a 12" separation between inlet &
TOF=7.00 (NGVD) outlet pipes servicing the septic tank and pump chamber with a
4A5 �O (crawl space minimum separation to be equal to or greater than 6". Watertight
I� n� 9 I sleeves shall be preinstalled on septic tank and pump chamber.
N I / h nj 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
( 18 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
/ 8W ro 642 Abut. Hse. DESIGN ENGINEER.
6,24 ;42 X.
,h 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
J X 5,97 , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
6.38 ��O/k ENGINEER BEFORE CONSTRUCTION CONTINUES.
EE/MAIN ?5,71 r 5. ALL ELEVATIONS BASED ON AN N.G.V.D.
(� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
5, 8 i 06.06 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
UP/4 6/1 \Lot 18 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
/ 5.80 6 230f S.F. 6,58
5,95 GUY-WIRE" X P 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
Benchmark Set l G) ap 226 6.92 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S.
Spike in Utility Pole
634orc Shed 9ALL AREAS CLEARED
P �l 171 / I
EL.=6.84 (NG D) �o,�so// S� . AGREED UPON BY O CONSTRUCTION OWNER ANDCO TRAACTOR OR A AS
S OTHERWISE
6.50 ��0, 6,7 iX� DIRECTED BY THE APPROVING AUTHORITIES.
X 7,59 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
COLLAPSED CESSPOOL _ / Raised Septic 4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
TO BE FILLED WITH - 8 CONSTRUCTION.
SAND AND ABANDONED 7.5 / 98 ALL 7� 10 -1"/1 52/0 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
x IN THE AREA BENEATH THE S.A.S. AND REPLACE WITH CLEAN SAND AS
SEP
SEPTIC/RASED/T❑P SPECIFIED IN 310 CMR 255(3).
Abut ys �` \ a1 12 AREAS INSPECTED BY REQUIRING DES GN STRIPOUT ENGINEEERUPRIORATTOE ACKFIRLL. SHALL BE
13. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED FOR THIS DESIGN.
X 7.47 ��P� s'�ti� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
o PETER
McENTEE 18 & 20 SUNSET AVENUE, CENTERVILLE, MA
o �,
WETLAND CONSULTANT FLOOD PLAIN DATA CIVIL N
o. 35109 Prepared for: Kathleen Logan, 81 Blossom Lane, Portsmouth, NH 03801
VACCARO FIRM PANEL #250001 0008 D
Environmental Consulting REVISED: JULY 2, 1992 A� RE Engineering by: SCALE" DRAWN JOB.=20' P.T.M. 156-10
0.
P.O. Box 955 ZONE A10 (EL 11) F G\ Engineering Works, Inc. 1
Sandwich, MA 02563 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 888-5855 �Q �� (508) 477-5313 6/28/10 P.T.M. 1 Of 4
I
1 -
PROPOSED SINGULAIR'TANK PROPOSED PUMP CHAMBER
OF FOUNDATION INSTALL RISERS & COVERS OVER EACH MANHOLE PROVIDE RISERS WITH FRAMES & COVERS OVER 4" LOAM PLACED OVER SAND
TOP
TOP O0 AND SET AT, OR ABOVE, FINISH 'GRADE PER EACH ACCESS MANHOLE AND SET TO FINISH'GRADE. 2" OF SAND PLACED OVER DRIPLINE
MANHOLES BROUGHT TO GRADE SHALL BE'SECURED AIR RELEASE VALVES
MANUFACTURERS, RECOMMENDATIONS GROUND LEVEL
F.G. EL.=6.St F.G.=6.5(MIN.) TO PREVENT UNAUTHORIZED ACCESS. �F.G. EL.=6.6(MIN.) F.G. EL.=6.8 F.G. EL=7.0
t
_ ^RE-CIRCULATION PIPE 6"
L -7' ( (' -HU FLUSH RETURN H 17 YDRAULIC UNIT
6 (SEE SHEET 4) DRIPLINES 12 IN. O.C.= 400 L.F.(MINIMUM)
PROVIDE OUTLET 0 S= 2% MIN. 10„ L=2' (SINGULAIR TO PC) ALARM, EL.=3.07 (SEE DETAILS - SHEET 4)
AT, OR ABOVE " j 38
INV.R ABOVE
J PROPOSED 4" SCH 40 PVC PEAK ENABLE, EL.=2.15 SUPPLY & RETURN LINES-BELOW FROST LINE INV.=6.50 8 LINES AT 50't
PRE-INSTALLED SINGULAIR BIO-KINETIC 0 S= 17 (MIN.) 27"
INV.=6.50 3' MINIMUM
AT HOUSE RUBBER BOOT (4) DRIP ENABLE, EL.=1.40PRE-INSTALLED DOSING SEPARATION TO
INV.=4.50 TREATMENT SYSTEM 18" ��INV.=4_1± SEALED BOOT (1 1/2") GROUNDWATER
PUMP OFF, EL.=1.07 "
MAX. G.W. EL.=3.5 MODEL 960N 14 HIGH-HEAD EFFLUENT PUMP SUGGESTED TIMED DOSING WITH THE FOLLOWING PARAMETERS:
MODIFY INTERIOR BOTTOM EL: -O.1
PLUMBING T REO'D (SEE DETAIL -SHEET 3) TO BE SUPPLIED AND INSTALLED BY 24 CYCLES/DAY AT 3.67 GPM/CYCLE FOR 5 MIN/CYCLE
g" PRE-INSTALLED OAKSON, INC., 6 SARGENT ST., GLOUCESTER, MA 24 x 3.67 x 5 = 440.4 GPD
CONTRACTOR SHALL VERIFY ALL EXISTING SEALED BOOT (4") 978-282_1322 - LUNAR HIGH G.W.,EL.=3.5
PIPE INVERTS PRIOR TO CONSTRUCTION. _ ; BOTTOM EL.= (-0.6)
BOTTOM EL.= (-0.5) INV.=4.17 INV.=4.07 1000 GALLON PUMP CHAMBER F.G. OIL ABSORPTION SYSTEM (PROFILE)
F.G. EL.=6.3 EL.=6.5 F.G. EL.=7.0
6" CRUSHED J RE-CIRCULATION EXISTING
SEPTIC TANK/TREATMENT UNIT 6" F.G. EL.=6.7
STONE(TYP.) PUMP (by singulair) 3s w 3:1 SLOPE IM
�STRIPOUT zco
fi fiTfi fi fi fi fi fi S
REMOVE "A" HORIZON- TO SUITABLE it, T m
A SOILS WITHIN THE S.A.S. FOOTPRINT. f 6' 8 LINES AT 12" O.C. 12" o
NOTES: 1) ALL TANKS, COVERS AND PIPING SHALL BE WATERTIGHT. FILL WITH TITLE 5 SAND TO DRIPLINE c APPROVED FOR
I'--T-B" '� 2) DRIPLINES SHALL BE INSTALLED OVER PREPARED SAND BASE. EL=6.5 (SEE ALSO, NOTE 11). a 40 MIL POLYLINER
FIELD WIDTH = 9' 5' MINIMUM e,
3) SAS MUST NOT BE DRIVEN OVER AND NO HEAVY EQUIPMENT SHALL TOP, EL=6.7 TO CELLAR WALL
BE USED OVER THE SAS DURING INSTALLATION. BOTTOM, EL.=4.7 SOIL ABSORPTION SYSTEM (SECTION)
,
B B 4) THE FUNCTIONING AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPONENTS
IS NOT GUARANTEED DURING, OR FOLLOWING, EXTREME WEATHER CONDITIONS BUOYANCY CALCULATIONS
° INCLUDING, BUT NOT LIMITED TO, FLOODING OR WAVE ACTION. REPAIR OR if _
REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE REQUIRED:,- SIngulair Unit H-20 Monolithic Pump Chamber
fO AFTER SUCH CONDITIONS.
BQH OGROUNDWATER EL.=03.5)(MAX.) BOTTOM OF PUMP CHAMBER EL.= (-0.6)
HIGH GROUNDWATER EL.=3.5 (ESTABLISHED)
SEPTIC SYSTEM PROFILE BUOYANCY FORCE PER FOOT OF DEPTH: BUOYANCY FORCE PER FOOT OF DEPTH:
9.25' x 6.0' x 1' x 62.4 Ibs./cu.ft. = 3463.2 Ibs. 7.67' x 6.0' x 1.0' x 62.4 Ibs/cu.ft. = 2871.6 Ibs
MAX. DISPLACEMENT= 3.5 - (-0.5) = 4.0' MAXIMUM DISPLACEMENT= 3.5 - (-0.6)= 4.1'
-6'78" -�--��6" N.T.S. If
MAX. UPLIFT PRESSURE = 4.0' X 3463.2 Ibs/ft = 13,852.8 Ibs. MAX. UPLIFT PRESSURE = 4.1' x 2871.6 Ibs/ft = 11,773.6 Ibs.
WEIGHT OF UNIT EMPTY= 14,500 Ibs. WEIGHT OF EMPTY PUMP CHAMBER = 16,425 Ibs.
A t WEIGHT OF FILL OVER UNIT: WEIGHT OF FILL OVER UNIT:
PRE-INSTALLED TOP = 9.25' x 6.0' x 1' x 110 Ibs./cu.ft. = 6105.0 Ibs. TOP = 7.67' x 6.0' x 1' x 110 Ibs./cu.ft. = 5062.2 Ibs.
PLAN SEALED BOOT (4") COMBINED WEIGHT = 14,500 Ibs. + 6105 Ibs. = 20,605 Ibs. COMBINED WEIGHT= 16,425 + 5062 = 21,487 Ibs.
t 20,605 Ibs > 13,853 Ibs O.K. 21,487 Ibs >11,774 Ibs O.K.
SEALED BOOT (1 1/2") SOIL LOG
"
DESIGN CRITERIA
c DATE: APRIL 3, 2008 (REF.# 12,155) NUMBER OF BEDROOMS: 4 BEDROOM--IT IdS
SOIL EVALUATOR: PETER MCENTEE PE, CSE SOIL TYPE: CLASS I
WITNESS: DONNA MIORANDI RS CSE DESIGN PERCOLATION RATE: <2 MIN./IN.
1 DAILY FLOW: 440 G.P.D.
TO TP- 1 Depth Elev. TP-2 Depth DESIGN FLOW: 440 G.P.D.
00 Elev.
50" Liquid Level 11
SEE NOTES 4 6•2 A MED. SAND 0 6.1 A 0" GARBAGE GRINDER: NO
& 5 BELOW 10YR 3/3 MED. SAND DRIP LINE LENGTH REQUIRED: (440 GPD)/(0.74 GPD/SF)/(2 SF/LF) = 297.3 LF
10YR 3/3 • (GENERAL APPROVAL) USE 400 LF (MINIMUM REQUIREMENT)
�- 5' -� 5.9
B MED. SAND " 5 8 4 SEPTIC TANK PROVIDED: SINGULAIR 96ONR UNIT (REMEDIAL APPROVAL USAGE)
--7'-8"--� I�_ 6 10YR 5/6 0"/12" B MED. SAND PUMP CHAMBER PROVIDED: 1000 GALLON (MONOLITHIC H-20 TANK)
tOYR 5/6 PUMP CHAMBER STORAGE CAPACITY
SECTION B-B SECTION A-A 5.2 C1 12" 5.1 f 12" 440 GALLON MINIMUM REQUIREMENT
SPECIFIED WEIGHT=14,500 LBS. C1 STORAGE VOLUME = (PC INVERT(IN) - PEAK ENABLE) x 250 GAL/FT
NOTES: STORAGE VOLUME = (4.07 - 2.15) x 250 GAL/FT = 480.0 GALLONS
1. PRE-INSTALL SEALED BOOTS AS SHOWN ON PLAN & PROFILE. MED. SAND IVIED: SAND
10YR 5/4 TO 10YR 5/4 TO
2. A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST UNIT.
10YR 5/2 ,DYR 5/2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
3. PUMP CHAMBER SHOWN IS AS MANUFACTURED BY ACME PRECAST CO.,
INC., 520 THOMAS B LANDERS RD, HATCHVILLE, MA 02536 3•5 HIGH GW _ 3.5 HIGH GW - 1 $ & 2O SUNSET AVENUE CENTERVILLE MA
4. SET 4" AND 1 1/2" INVERTS AT SAME ELEVATION.
5. PRE-INSTALL 4" & 1 1/2" RUBBER BOOTS WITH INVERTS SET 50" 3.0 STG. GW:!_? 38" 3.0 STG: GW:LZ- 57"
ABOVE THE INSIDE BOTTOM OF PUMP CHAMBER. Prepared for: Kathleen Logan, 81 Blossom Lane, Portsmouth, NH 03801
-0.8 -0.9 11
84" Engineering by: SCALE DRAWN JOB. NO.
84" ��_
P.T.M. -
1000 GALLON H-20 MONOLITHIC PUMP CHAMBER PERC RATE = <2 MIN./INCH "B" HORIZON TP-1 Engineering Works, Inc. 1 =20' 156 10
HIGH GROUNDWATER OBSERVED OVER LUNAR 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
CYCLE IN MONITORING WELL - APRIL 2008 (508) 477-5313 6/28/10 P.T.M. 2 of 4
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NORWECO FRESH AIR VENT ASSEMBLY
r` AERATOR MOUNTING CASTING OPTIONAL BIO—SANITIZER® CHLORINATION SYSTEM Y
UNDERGROUND POWER SUPPLY ENTRANCE - `s.
• OPTIONAL BIO—NEUTRALIZER® DECHLORINATION SYSTEM BIO—KINETIC® SYSTEM MOUNTING.
(SEE AERATOR MOUNTING AND INSTALLATION SINGULAIR® AERATOR DURABLE CONCRETE OR PLASTIC RISER & COVER - CASTING AND COVER -
DETAIL DRAWING) (SEE NOTE 1) BIO—KINETIC® SYSTEM LOCKING LUGS ``
GROUT OR SYNTHETIC SEAL
1/2" id CONDUIT WITH PVC ' ' GENERAL NOTES
DISCHARGE TUBING FROM PUMP GROUT OR SYNTHETIC SEAL
4" DIAMETER EFFLUENT LINE
12—24 1. SINGULAIR®AERATOR, AS TESTED
GROUT OR SYNTHETIC SEAL CONC. OR PLASTIC COVER DEPTH OF FILL 1' — 2"
o II POWER FROM CONTROL BOX AND ACCEPTED BY NSF.
2. FALL THROUGH SINGULAIR® PLANT FROM
15" DIA. SCH 40 PVC INLET INVERT TO OUTLET INVERT IS
1•_O^ (SEE NOTE 4) FOUR INCHES. INLET INVERT IS TWELVE
INCHES BELOW TANK TOP.
MOISTURE TIGHT PLUG 3. ON DEEPER INSTALLATIONS, PRECAST
2 1/z" �1 1 DISCHARGE TUBING a= RISERS MUST BE USED TO EXTEND
o AERATOR MOUNTING CASTING AND
2_g 3'-7", CASTING PICK—UP.j
BIO-KINETIC® SYSTEM MOUNTING CASTING
RE—CIRCULATION PUMP GROOVE, TYPICAL' TO GRADE. INSPECTION COVER ON
(SEE NOTE a) PRETREATMENT CHAMBER MUST BE
O'_2" (Provided by singulair) DEVELOPED TO WITHIN TWELVE INCHES
0'-6' OF GRADE.
SINGULAIR® BIO—KINETIC® _ p
°o, srsTEM DIscHARCE o° 4. .TANK REINFORCED PER ACI STD. 318-83.
5. REMOVABLE COVERS ON RISERS WEIGH
IN EXCESS OF SEVENTY FIVE POUNDS
PRETREATMENT CHAMBER BIO—KINETIC® SYSTEM EACH TO PREVENT UNAUTHORIZED
I -- 5'-6" ACCESS. -
SUBMERGED TRANSFER PORT EXTENDED AERAoTION CAST—IN—PLACE AERATION FINAL CLARIFICATION CHAMBER a OUTLET END VIEW 6. TOTAL SYSTEM CAPACITY: 1300 GAL.
CHAMBER CHAMBER TRANSFER PORT
BIO—STATIC® SLUDGE RETURN
+r'
SECTION A—A •
ADDITIONAL NOTES
1. ALL.RISERS SHALL TERMINATE ABOVE GRADE AND BE ACCESSIBLE TO FACILITATE SERVICE.
2. CONTROL PANEL SHALL BE MOUNTED ON THE OUTSIDE OF A BUILDING IN THE VICINITY OF THE SINGULAIR
REMOVABLE INSPECTION COVER FOR ACCESS BY THE OPERATOR DURING SERVICE.
WITH CAST-IN-PLACE HANDLE ELECTRIC POWER FROM CONTROL PANEL FOR AERATOR MOTOR k> 3. INSTALLATION SHALL BE INSPECTED AND A CERTIFIED START-UP PERFORMED BY AN OPERATOR AUTHORIZED
ALTERNATE INLET LOCATION BY THE MANUFACTURER.
ELECTRIC POWER FROM CONTROL PANEL FOR RE-CIRCULATION PUMP 4. DETAIL SHOWS RE-CIRCULATION PUMP IN SEPARATE HOUSING. RE-CIRCULATION PUMP MAY RESIDE IN 1000 GALLON
GROUT OR SYNTHETIC SEAL AERATOR MOUNTING CASTING AND COVER PUMP CHAMBER AS SHOWN ON SEPTIC PROFILE. CONTRACTOR SHALL CONSULT WITH SINGULAIR AS TO PREFERENCE.
WITH FRESH AIR VENT ASSEMBLY 5. A POLYMER WATERPROOF COATING SHALL BE APPLIED TO THE PRECAST UNIT.
I I I I GROUT OR SYNTHETIC SEAL �+ SINGULAR® .DI0—KINETIC®
4" DIAMETER EFFLUENT LINE WASTEWATER TREATMENT SYSTEM
N
I I N I _ A MODEL 960 NR
A = 500 GPD TREATMENT CAPACITY
H NORWECO BIO-KINETIC® SYSTEM 4" DIAMETER INLET LINE Siegmund Environmental Services, Inc.
s,.
II Il
49 Pavilion Avenue Providence, RI 02905
I
BIO-KINETIC® SYSTEM MOUNTING Tel: 401 785 0130 Fax: 401 785 3110
PRETREATMENT CHAMBER — — —J L- — — — _J L- — — CASTING AND COVER
1/2" ID CONDUIT WITH PVC PROPOSED SEPTIC SYSTEM UPGRADE PLAN
DISCHARGE TUBING FROM PUMP -
ALTERNATE INLET LOCATION 2_g 3'-7" 2'-3" FINAL CLARIFICATION CHAMBER ' 18 & 20 SUNSET AVENUE, CENTERVILLE, MA
9'-3" i.
EXTENDED AERATION CHAMBER Prepared for: Kathleen Logan, 81 Blossom Lane, Portsmouth, NH 03801
Engineering by: SCALE DRAWN JOB. NO.
PLAN VIEW
1" CONDUIT WITH PVC Engineering Works, Inc. NTS P.T.M. 156-10
DISCHARGE TUBING FROM PUMP
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
(508) 477-5313 6/28/10 P.T.M. 3 of 4
NOTE:
CHECK VALVE -AIR RELEASE VALVE 1. THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE
�R MIN. RAM INSERT
RADIUS ADAPTER SHALL HIGHEST POINT CED AT ON THE RETURN
TWO AIR RETTURN LIINESASE TO BEEVES.
-� PVC FIP SUPPLY AND F ETURN LINE CONNECTED A COMMON
ADAPTER FOR EACH ZONE. RETURN LINE.
12' VALVE BOX WITH )¢" MIN. RIGID FOAM
1/2" FLEX ITTY'.) I ®INSULATION INSERTED UNDER COVER
TYPICAL SYSTEM HYDRAULIC PROFILE NE 1 SUPPLY SO TYP O.C. PVC 4' TYP.
HOUSE NTS Z124 DRIP DRIP TUBING FROM FELDRIP IR RELEASE VALVE
LOOP
HYDRAULIC ETURN I ZONE DETAIL CHECK VALVE
IT
NOTE; ALL DRIP LOOPS ARE TO BE
FLUSH RETURN FROM HU q LOCATED 2" ABOVE THE DRIP LINE LAST LATERAL
TO ALLOW FOR THE LOOPS TO DRAIN CONNECTION
ZONE SUPPLIES ZONE 1 ZONE 1
PUMP CHAMBER IN ZONE
2 E/ T COMMON
FIRST LATERAL
SEPTIC TANK/ COMMON RETURN TYPICAL DRIP LOOP CONNECTION CONNECTION ZONE
TREATMENT UNIT SUPPLY TO HYDRAULIC UNIT NTS AIR RELEASE&CHECK VALVE DETAIL
TYPICAL PUMP TANK&HYDRAULIC UNIT DETAIL
INSTALLATION INSTRUCTIONS NTS
1. Measure the distance from the bottom of the tank to 6" down from the top of the riser. CONTROL UNIT PANEL MOUNTED
D=THE DAILY DESIGN FLOW FOR THE SITE IN AN EXTERNALLY ACCESSIBLE
Cut the extension pipe (by others) t0 the length necessary to reach this height. Cut 1/2 (NOTE: IF THIS VOLUME IS NOT AVAILABLE LOCATION
of the pipe down 12" to 18" away from the to Of the pipe for um discharge pipe. MAXIMIZE STORAGE VOLUME A TANK BY
P P Y P P P pump 9 P P Detail A PLACING THE ALARM FLOAT AS CLOSE TO THE
12" to 18" away from the top of the pipe for pump discharge pipe and attach to riser (see detail A). OUTLET ELEVATION AS POSSIBLE THEN PLACE Suppl{Vy
2. Glue the extension Coupling (by others) to the extension pipe and to the Cool Guide. PEAK ENABLE FLOAT HALF WAY BETWEEN THE M a nifold 1" Return
ALARM AND DRIP ENABLE FLOATS
3. For re-use of existing concrete pump chambers: glue on the Cool Guide flat cap and place RIGID FOAM INSULATION HYDRAULIC (TYP)
the Cool Guide firmly in the bottom of the tank. Attach the extension to the riser, with FLOAT TREE CH 80 UNION UNIT
the extension to the riser, with the anchors as shown. ATE VALVENO \
4. For use in new concrete pump chambers: Anchor the flat cap to the bottom of the tank JUNCTION BOX HniF Two RE Hu CONDUIT
CONTRACTOR EL \ Return
in the proper location to hold Cool Guide and extension. The cap may or may not be -// 11=_ 1" Sup ly \ 1/2" Field Manifold
glued to the device. Attach the extension with the anchors as shown. _ p
5. Place the pipe dope on the Cool Guide adapter threads and thread them into cHE SUPPLY LINE FLUSH RETURN TO `=;\=`_``/_I \\-\ _ (TYP 1/2" Supply Return
ADAPTER BELOW SEPTIC TANK. __llll_Il; 1=�1�11�11.=
FROST OR \\ \\, NOTE; ALL RIGID AND FLEXIBLE PVC ARE TO BE -
6. Attach cooling collar t0 adapter with Set SCfeW provided. COOLING COLLAR ATTACH NSULATED \UNDISTURBEW -1NDISTURBED// VERTICAL PIPE LOCATED ABOVE THE DRIP LINE TO ALLOW
7, Glue a into flow collar and with um attached, lower into the guide tube. EA =//_,ARTM4131/,ll TO BE INSULATED FOR THE PIPES TO DRAIN
pipe pump g AS PER TO HYDRAULIC \�\\"F�\1 =1I�lI�II�II�II 6" OF GRAVEL
NOTE 1 1�\\=\\=\1=1
8. Attach to discharge pipe, valves, and connect electrical as specified. t-I/2" scH ao uNIT \,\\,\�\\, 4a/l_I/_//_ll_// 8'OF STATIC LIFT TO HU (MAX)COUPLING ALARM ( TYPICAL MANIFOLD CONNECTION
EXTENSION COLLAR T =ll 11-'ll=ll FLUSH RETURN
WATERTIGHT 1�\\�1\%\1"
(BY OTHERS) D/2 SEAL ��ll�ll
\aU�\\c\ N�lZONE t SUPPLY NTS
ppVC COUPLING PEAK EN LE \�\\=1�= ZONE 2 SUPPLY
INLETS ' INSERT(BY OTHERS) D/2 -1�\\�11: PUMP DISCHARGE TO HU
I,o:\\�\\: PVC Primed Treaded Connection
P ENA E \\=\\'_\\=\` — and Glued with Teflon Tape,
6 0 0 TOFF %11�11'sllill%
c o 0 0 o c SEE INSERT Ig'I" .IIcU�Ih115\\� DRIP ENABLE FLOAT ELEVATION
FLOW >•► $ ��FLOW °°�' la Flex Pi e rip ubin
CH 40 PVC
i.11.11511,11,11�
COOL GUIDE
OPTIONAL AND PUMP I `�1=\\=11�1"� Adapter Fitting Barbed Ram
FLAT CAP TANCHOR HROUGH SOLT
CAP 30' MAXIMUM DISTANCE PVC FIP Insert Fitting
Potent No°I Guide.689 Connecting Drip Tubing to Flexible PVC Pipe
SUPPLY MANIFOLD 1//2" PIPING NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE
General Construction Notes Cold Climate Construction Standards TO BE LOCATED ABOVE DRIP FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PIPES
"Pert—Rite" Drip Dispersal Systems "Pert—Rite Drip Dispersal Systems TUBING TO ALLOW THE MANIFOLD
1. The system shall not be installed in wet or frozen soils. 1. "Top feed" manifolds are to be used to allow for proper manifold drainage. Top feed manifolds TO DRAIN AIR RELEASE AIR RELEASE
2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on are to be located slightly higher than the drip tubing. VALVE VALVE ETURN MANIFOLD TO
dispersal area other than the minimum required to install the system. 2. All attempts should be made to lace the Hydraulic Unit with an open southern exposure for PRESSURIZED BE LOCATED ABOVE DRIP
3. All installation and construction techniques shall conform to state and local codes ertoinin to on sewage P P Y P P TUBING TDO AL��W THE
q P g 9 worming purposes. PRESSURIZED DRIP TUBING ANI OL TO A,N
systems and the permit for the site. 9 P P DRIP TUBING
3. The supply and return lines shall be installed below the frost line. The vertical sections of pipe
4. The installation shall be in accordance with specifications and procedures as supplied by the Manufacturer of `•
that connect to the supply and return lines shall be insulated SCH 40 PVC pipe. Insulation '`.•;• HE
the equipment. V E
5. The contractor shall be certified to install this type of system and should hold a pre-construction meeting with shall be minimum %" thick foam (or equivalent). %" Rigid Foom insulation may be instolled
the individuals responsible for the site design and inspections. The meeting should be held prior to the beginning under the Hyroulic unit to protect the supply and return lines in extreme conditions. Sufficient F RIP T GRADE
of the site work to ensure protection of the site conditions and to ensure that the system is installed ground cover around the hydraulic unit is required for insulation. All pipes enteringand leaving VERTICAL INSULAT 1 V RIP TUBING 1 P VERTICAL INSULATED
9 GI AW-12 N DEP
1 2" PV 1/2
" PVC RETURN PIPE
according to design. the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior SUPPLY PIPE /FEE 6'-12" ASFEE E
6. If site conditions are determined to require the installation of the system to deviate from the design Ions, oil to extending away from the unit horizontally; Additional insulation inside the hydraulic unit is (PER COLD CLIMATE PER DESIGN (PER COLD CLIMATE
work shall stop immediately and the Designer and Health Agent shall notified. Any ongoing work shall be encouraged. Insulation to consist of blue board, bagged Styrofoam, peanuts or equivalent. If NOTES) FORCE MAIN NOTES)
fiberglass isulotion is used it must be sealed to prevent it from becoming saturated. INSTALLATION DEPTH
the sole responsibility of the contractor. 9 P 9 TO BE BELOW COMMON
7. Driptubing may be installed with a vibratory plow, a static plow, a narrow trencher (<6" width), by hand 4. Dense vegetative cover is to be established over the supply trench, return trench and drip MAIN SUPPLY PIPE THE FROST LINE RETURN PIPE
9 Y BELOW FROST LINE BELOW FROST LINE
trenching, or by scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for tubing prior to the first exposure to freezing temperatures. If vegetation cannot be established,
fill material in Title 5 at 310 CMR 15.255(3) with cover consisting of sand and topsoil meeting the 6" to 12" then trenches and tubing are to be coveredtwith a thick layer (minimum 6") of mulch, straw/ STANDARD DRIP SYSTEM DETAILS
depth requirement. The designer may indicate for the tubing to be installed up to 24" below grade. hay, etc. until such turf cover is established. Established vegetation height over the dispersal
area should be a minimum 4"-6" throughout winter months. (TOP FEED MANIFOLD)
All drip tubing is to be installed parallel with the contour. 9
Vegetative cover must be replaced for installations where it is removed or buried during installation. 5. Contractor shall insulate all "air release valves." Insulation to consist of blue board, bagged PROPOSED SEPTIC SYSTEM UPGRADE PLAN
8. All cutting of rigid PVC pipe, flexible PVC and drip tubing of size 1 /z" or smaller shall be accomplished with styofoom peanuts, or equivalent. If fiberglass insulation is used, it must be sealed to prevent
pipe cutters approved by Manufacturer. No sawing of PVC, flexible PVC or drip tubing of size 1 I1h" or smaller it from becoming saturated release valves shall be placed below the ground surface inside a A
is allowed.All rigid PVC pipe, flexible PVC and drip tubing in the work area shall have the ends covered with duct valve box but at on elevation above the highest drip line in that particular zone. 1 8 & 20 SUNSET AVENUE, CENTERVILLE, M
tape after cutting to prevent construction debris from entering the pipe. Prior to gluing, all joints shall be inspected 6. All loops connecting drip runs shall be slightly elevated (minimum 1"- 2") so that they drain
for and cleared of any debris.All PVC pipe and fittings in the field shall be SCH 40, All glued joints shall be cleaned
and primed with PVC primer prior to being glued. All force mains sholl be tested for leaks prior to being backfilled into the drip tubing after the pump shuts off. It is the contractor's responsibility to ensure Prepared for: Kathleen Logan, 81 Blossom Lane, NH 03801
by pressurizing the system and observing for leakage. these loops stay elevated during and after the loops are backfilled. Portsmouth,th,
9. The Hydraulic Unit is to be placed on a bed of 4"- 6" thick of 34"- 1�" grovel for drainage. 7. All conduit entering into the control panel shall be sealed to prevent condensation inside the Engineering by: SCALE DRAWN JOB. N0.
If standing groundwater is a problem in the vicinity of the Hydraulic Unit, a screened drain to daylight is panel.
q Engineering Works, Inc. NTs P.T.M. 5s-�o
required.
Supplied By: OAKSON INC. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
Innovative Drip -Dispersal, Water Re—Use, and Wastewater Products 508 477-5313 6/28/10 P.T.M. 4 of 4
6 Sargent Street, Gloucester, MA 01930-2719 978-282-1322