HomeMy WebLinkAbout0218 BUMPS RIVER ROAD - Health 218 BUMPS RI`'VER Wb OS f ERV1
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44 Commerce Street
Raynham, MA
02767
Tel: (508) 880-0233
Fax: (508) 880-7232
May 14, 2021
Barnstable Board of Health
200 Main Street
Hyannis, MA 02601
Attention: Board of Health Agent
Reference: BioMicrobics FAST Treatment System
Serial Number: 0210583
To whom it may concern:
Attached please find a copy of the Product Registration Report for the FAST Treatment,,
System, for the startup performed on 5/4/2021 at the home of Brian Dacey located4f-2`1'8:
cBumps River`Ro_ad-Osterville;.MA-=Also, attached is a copy of the fully executed
Operations & Maintenance Agreement.
If you have any questions or require additional information please do not hesitate to call.
Sincerely,
Wastewater T�eat�re�t �'e�r�ices ��c,
Enclosures
V`tw
J IfUG0RP0RATE0
8450 Cole Parkway it Shawnee, KS 66227 ee Phone 913-422-0707 Fax: 912-422-0808
e-mail: onsite .biomicrobics.com •: www.biomicrobics.com :e 800-753-FAST(3278)
PRODUCT REGISTRATION REPORT
Product Regi'stratigQn Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty.
Date of Start-Up Date Shipped to End User 1/9/19 Serial# 0210583
OWNER,. xs
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s �� � `y. -'x �.. ..,� 3 t .. .�-x r .k� �'' k a ;y s -F •rJ r� }.d`$v��Ck
NAME re -Brian Dace
ADDRESS 218 Bumps River Road
CITY/STATE/ZIP Osterville,MA 02655
PHONE/FAX
.l !�':,;a :t;._.� ,...,,. ; -•._* zx-' ;� R,a,p; a-,. ,ra . zk
-• BIO'MI'CRO.BICS DISTRIBUTO ,� y
NAME J&R Sales and Service,Inc.
ADDRESS 44 Commercial Street
CITY/STATE/ZIP Ra nham, MA 02767
PHONE/FAX 508-823-9566 FAX: 508-880-7232
ra
WSTALLER
NAME Joyce Landscaping
ADDRESS 68 Flat Street
CITY/STATE/ZIP Marstons Mills,MA 02648
PHONE/FAX 508-428-4772
`CONSULTING ENGINEER if a" `licable s._7
NAME Sullivan Engineering&Consulting
ADDRESS P.O.Box 659
CITY/STATE/ZIP Osterville,MA 02655
PHONE/FAX 508-428-3344
Good Bad NA Good Bad NA
ELECTRICAL PANEL(S) TREATMENT UNIT(S)
Visual Alarm Operating �� Air vent clear
Audio Alarm Operating Septic tank level
BLOWER(S) Septic tank meets min. size
Wired for correct voltage ®� Septic tank filled to �.
operating level
Inlet/outlet piped correctly 0 Air Lift Operation
Filter element installed Recirculation tube in place
Blower hood secure o' 0 Fasteners tight �i 0
Blower works correctly 0 WATER-TIGHT JOINTS
Blower located within I00'of Di Treatment unit to septic tank B� 0
treatment unit
Air line clear Entrance tube to insert cover 8�- 0 0
Air inlet screen clear 0, 0 Insert to insert cover 0
Blower hood vents clear �/ 0 Discharge line connection Y1"/ 0
Factory Authorized Personnel: �1.1. 1 Title: "�c�0—s
Firm: Wastewater Treatment Services Inc.'- v Date: ��1 �
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�a��`euhzt�� ��ea�inP,r�cfef�'JGc� �fi�,ri
44 Coirtmerolal Street
Raynham,MA
02767
Tel,(608)880-0233
Fax,(508)880-7232
INSPECTION AND IT STING AGREE MENT
Agreement entered into by and between Wastewvater Treatment Services,Inc.(lierelti called WTS)and the
FASTI System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at WTS's office,WTS will render the following services only;
Equipment will be inspe�tp .at east 4 times per year for the first year(then reduces to 2 times)with the first
inspections beginning These inspections will include:
1) Testing of the sludge depth in the septic tank,
2) Inspection,power testing and clean/replace,intake falter of the air blower.
3) Inspection of the alarm system.
4) Inspect overall condition of FAST®System,
5) Notify OWNER of any problems encountered,
6) Service other than routine maintenance wvill be billed at an hourly rate,plus travel and parts,
WTS shall notify the local Board of Health and Department of Environmental Protection in wvritnrg wvitbin 24
hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard WTS charges for any parts used in repairs or•maintenance, Any additional labor
time will be billed to the OWNER at ourrent labor rates of$80.00 per]lour.
Emergency service between regular inspections will be provided at standard labor rates during normal business
hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays,
Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,
plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs
required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to
the equipment, WTS shall not be responsible for failure to reader the agreed services if caused by strikes,labor
disputes,noncooperation by OWNER,or other factors beyond the control of WTS.
OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,
including but not limited to loss of time,injury to person or property,or equipment failure.
OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by
WTS to be necessary or appropriate for WTS to perform its ditties hereunder,
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Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current I
contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS
must receive the payment before expiration of tine current contract year to assure continuous contract coverage.
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Failure to return payment may result in suspension of service,enncellation of the contract and/or nullification of
warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of
WTS. It will remain in force until a party cancels by written notice to the other at the address given herein.
MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT
Bio-Miorobics MicroJFAST ��, Osterville,MA $770.00 General-Denite
Includes(4)field Tests
EQUIPMENT OWNER Wastewater Treatment Services.Ire.
*Signed by OWNER-, � 'g
BrianDaeey Signed: _ ����
*Address:
218 Bumps River Road 44 Commercial Street
Raynham,MA 02767
Tele:(508)880-0233
*City: State: Zip: lax: (508)880-7232
Osterville MA 02655 ��
Telephone Effective Date of Agreement
E-mail address:
OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set
forth above and is non-refundable; and(2)Current DEP Regulations require OWNER to maintain a service
agreement for the life of the FAS`I"System; and(3)ANNUAL RATE is subject to change based on current WTS
rates. I HAVE READ AN D I STAND THE FOREGOING.
o .
"Signed by OWNER: �
.Field Testing
Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will be used to
demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BODS and TSS. The
following will be performed:
1) Visual examination of the effluent for color, turbidity and effluent solids.
2) Effluent pH to determine if the waste water is between d and 9 standard units.
3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating.
4) Turbidity,less than or equal to 40 NTU.
If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis.
Results sent to state and local Agencies as well as the OWNER OWNER is responsible for providing acceptable
access to effluent for field testing.and/or to enable a grab sample to be taken for laboratory testing performed. If
such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE
COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT.
Effluent Testing
State requirements are four(4)grab samples per year for the first year and 2 times per year thereafter for Nitrate,
Nitrite,and TKN at a cost 0044 5.00 'St.
*Approval for Testing
wirer's Signature
Operator assigned: Michael Moreau
Telephone: (508).880-0233
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Crocker, Sharon
From: McKean, Thomas
Sent: Monday, May 17, 2021 3:31 PM
To: Crocker, Sharon
Subject: FW: 218 Bumps River Road, Osterville
Attachments: 218 Bumps River Road, Osterville, MA, start up paperwork.pdf
From: Sharon Foster [mailto:sfoster@wwtsinc.com]
Sent: Monday, May 17, 2021 1:47 PM
To: McKean, Thomas
Cc: Tracy Long
Subject: 218 Bumps River Road, Osterville
Hello,
Attached please find a copy of the paperwork for the start up of the FAST system located at the above
referenced property.
Kind regards,
Sharon Foster
Wastewater Treatment Services, Inc.
44 Commercial Street
Raynham, MA 02767
Tel: 508-880-0233
Fax: 508-880-7232
**J&R Sales and Service and Wastewater Treatment Services remain fully operational during the Covid 19
pandemic. As wastewater treatment operators and supporting staff, we are designated as essential employees
by the State of MA. We are following CDC guidelines for social distancing and will maintain a 6 foot
distance from others as suggested. Please assist us in keeping our employees safe and healthy by following
this protocol with us. Please respect our technicians'space and maintain a 6 foot distance when we are at
your home or jobsite. Also note that during this time there may be some changes or adjustments to the
methods we typically use to perform service. Thank you and stay safe and healthy!***
CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open
attachments or reply, unless you recognize the sender's email address and know the content is safe!
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Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zippf ration for Disposal 6pstrm Construction 3pPrmit
Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ['Complete System ❑Individual Components
Location Address or Lot No. �7_%8 &An P_s / ,`~ 6-d Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 1 O� O
Installer's Name,Addgess,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms "ZI 16 ��- of Size sq.ft. Garbage Grinder( )
Other Type of Building .&J Z.4 l U1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 220 gpd Design flow provided 3 5 gpd
Plan Date 7 Number of sheets Revision Date !a C 7
Title T"Ve n of c y 20'+ i eowe..4�S
Size of Septic Tank 1 O1D CLt t � Type of S.A.S. }( ,� 'lj(�J
Description of Soil ��� "� �—�
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance o e-afore described on-site sewage disposal system in
accordance with the provisions of Title 5 o the E viro a and not to place the system in operation until a Certificate of
Compliance has been issued by this Bo f
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
TOWN OF BARNSTABLE
LOCATION tM C SEWAGE# ��� y 338
VILLAGE (' 1��p ASSESSOR'S MAP&PARCEL PO— O?9
INSTALLER'S NAME&PHONE NO. of
SEPTIC TANK CAPACITY
LEACHING FACILITY: e `
( � �` �� (size) 1'7
NO.OF BEDROOMS `L —-
-- I r:c
OWNER Qi
PERMIT DATE: i 1� COMPLIANCE DATE: t'
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
IN
0-j
�No _ �NwxC ,,,1+4 � A Fee
- THE COMMO H OF,MASSACHUSETTS Entered in computer:
!� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
,Application for Zisposal Opstrm',Construction 3permit
Application for a Permitto Construct(t''rRepair( ) Upgrade( ) Abandon( ) []'Complete System ❑Individual Components
{ Location Address or Cot No.Z/8 8,,,- s 4,v er 416( Owner's Name,Address,and Tel.No.
eel
} Assessor's Map/Parcel rz 0/09
InsttalleYr''s Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
C.
-5� r'�v4�r ,� •`�zC�p(,hs -} �ohSL�G�afY
1 / 4
Type of Building: �y� � O _ �lZ
Dwelling No.of Bedrooms `L (,�/ ���L'of Size sq.ft. Garbage Grinder( )
Other Type of Building feeS,'06AAW No.of Persons Showers( ) Cafeteria( )
i Other Fixtures
Design Flow(min.required) 22 d gpd Design flow provided 3 3 1 gpd
/
Plan Date F17/m /1 Number of sheets �, Revision Date �o/Z rr 7
I �y
�. Title S`te 4"GH PlvoS,,J 1�,/✓Pal�Po P� FS 1
i Size of Septic Tank ( U0 har \ Type of S.A.S., (� �( �? t L _' e5n Lek,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) S
j
Date last inspected: r
! 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
t
Compliance has been issued by this Boarrd�off H�tela�. 'y
Signed 'l1 Date
Application Approved by // ,(;, C Date /7
Application Disapproved by l� Date l '
for the following reasons
Permit No. Date Issued
- -_ --------- -- - ------------- -- -- - -- - ---------- ------- ---------------- - -- ----- ------------ -------------- — ------
[� THE COMMONWEALTH OF MASSACHUSETTS �� � I 1
i J BARNSTABLE,MASSACHUSETTS ! 5 I
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( )
A�andcfned( )by +/
at'.. /' has been constructed in accordance
wi the provisions of i 1 5 and the for Disposal System Construction Permit No. dated
l �Installer c Designer
v �
#'bedrooms _ Approved design flow gpd
The issuance of this.permit shall not be construed as a guarantee that the system wil function as dRigned. ..----
Date , (, Inspector
-- -- .- --- ---.----------------•------------------- -- -- ------ -- -
No Fee
.� �" ---------------�---------- ----- -[^-'-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
i Vsposal *pstrm Construction 3permit
Permission is hereby granted to Construct(✓f Re air( ) Upgrade( ) Abandon( )
System located.at J �f lO
o - ..
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:Construction must be completed within three years of the date of this permit. (� e
Date (()�/ / t-7 Approved by
f
M
Tovwn .o f Barnstable
OWN
Tq1, Barnstable
�L Board 4 Health ►
MRNSTM
A8 's 200 Main Street, Hyannis MA.02601.MAW
1
Fa N1r 2007
Paul.J.Canniff,D.M.D.
Office:508-862-4644 Junichi Sawayanagi
FAX: 508-790-6304 Donald A.Guadagnoli,M.D
Alternate:Cecile Sullivan,M,MSN
BOARD OF HEALTH MEETING RESULTS
Tuesday, September 26, 2017 at 3:00 PM
Town Hall, Hearing Room
367 Main Street, 2"d Floor, Hyannis, MA
I. Legal:
Approval of grant of easement and restriction to Centerville-Osterville-Marstons Mills
(COMM) on a portion of the so-called Darby property in Osterville.
The Board voted to grant the Centerville-Osterville-Marstons Mills Water Department
easement over 17 acres of the property as specified. on the plan.
II. Variance - Septic:
Peter McEntee representing William and Viola Fish, owner—43 Silver Lane, Hyannis,
Map/Parcel 268-157, 18,043 square foot,parcel, failed septic system, multiple variances
requested.
The Board discussed the bedroom count and determined it was a four bedroom. The
Board granted the variances with the following conditions: 1) record a four bedroom deed
restriction at the Barnstable County Registry of Deeds, and 2) supply'the Health Division
with an official copy of the deed restriction.
III. Innovative/Alternative Septic System:
John O'Dea, Sullivan Engineering, representing potential buyer, Brian Dacey — 218 Bumps
River Road, Osterville, Map/Parcel 120-099, 0.34 acre parcel, new construction, proposing
Fast Treatment System with nitrogen credit.
The Board voted to approve the Fast I/A System with the following conditions: 1) record a
two-bedroom deed restriction at the Barnstable County Registry of Deeds, and 2) supply
the Health Division with an official copy of the deed restriction.
IV. Bedroom Count"Determination:
Kameliya and-Dimitar Dimitrov, owners-233 Bridle.Path, Marstons Mills,.three bedrooms
permitted, owner requesting for (4) bedrooms.
The Board voted to recognize the property as a four bedroom with the following condition:
1) record a copy of a four bedroom deed restriction at the Barnstable County Registry of
Deeds, and 2) supply the Health Division with an official copy of the deed restriction.
Page 1 of 2 BOH 9/26/2017
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V. Temporary Food Event:
A. Matt Auger representing Fall 50 Cape Cod's Running Relay Event, starting and ending
at Craigville Beach Association, 915 Craigville'Beach Road, Centerville to be held on
September 30, 2017 from 2-6 pm with two vendors serving pizza.
The Board voted to grant an annual food event for Fall 50 Cape Cod's Running Relay
Event with the following food: pizza.
B. Betsy and Jim Lessig, representing Cape Cod Glass Club's Annual Cape Cod Glass
Show & Sale at the Cape Cod Community College gymnasium, 2240 lyannough Road,
West Barnstable, to serve food at the event next year in September 2018. The food
would be served from Alden Park mobile truck from Plymouth.
The Board learned that the mobile truck "Alden Park" from Plymouth did show up at the
event this year even though they had failed their health inspection. The Board voted to
send a letter to the Plymouth.Health Department and issue a non-criminal ticket citation
of$100 to Alden Park (mobile truck).
The Board voted to grant an annual temporary event for the Glass Show for mobile
truck vendors ***And a list of.the licensed mobile trucks in our town will be included in
the approval letter.
VI. Discussion:
George Heufelder, Director, MA Alternative Septic System Test Center, pilot program a
layer system under EPA Grant.
George Heufelder did a power point presentation on his pilot program which is being
offered to 12 trial openings, 6,seasonal properties and 6 annual properties, (for owners
willing to test out the process. The owners will receive $10,000 for in addition to the
testing and monitoring�of two years.
The Board voted to endorse the technology which George Heufelder presented.
VII. Regulations / Policies:
CONTINUE TO OCT 2017 Draft policy— Groundwater within four feet of leaching facility
during private inspections.
Vill. Minutes:
Minutes - May 23, June 27, and August 22, 2017
The'Board voted to adopt the May 23rd, June 27th and August 22"d; 2017 minutes.
IX. Information Received:
Town of Weymouth Board of Health Regulation # 33 — Bodyworks Regulation
Mr. McKean informed the Board that the Barnstable Police Department would like to speak
to the Board next month to promote a similar regulation for our town.
Page 2 of 2 BOH 9/26/2017
John O'Dea
From: Stanton, David <David.Stanton@town.barnstable.ma.us>
Sent: Wednesday, September 27, 2017 8:08 AM
To: John O'Dea
Cc: chuck@sullivanengin.com
Subject: RE: Bumps River- FAST System
Hi John,
Yes,we can issue the permit and then we will hold COC until Deed Restriction\notice is submitted.
L
Thanks,
Dave
David W. Stanton, IRS
Chief Health Inspector
Town of Barnstable
200 Main Street
Hyannis, MA 02601
Direct phone: (508)862-4647
Health Dept. phone: (508)862-4644
Health Dept.fax(508) 700-6304
From: John O'Dea [mailto:john@sullivanengin.com]
Sent: Tuesday, September 26, 2017 4:07 PM
To: Stanton, David
Cc: chuck@sullivanengin.com
Subject: RE: Bumps River- FAST System
Board also asked for the deed notice to reference the limit of 2*bedrooms....
And we agreed it could be one restriction.
So, can that still be before COC?
I only ask because we are working for the buyer, and I don't know if there would be any conflict recording things against
the property before it transfers.
John O'Dea, P.E.
Sullivan Engineering& Consulting, Inc
P.O. Box 659
Osterville, MA 02655
508-428 3344
508-428-9617 (fax)
1
Town of Barnstable
Inspectional Services
Public Health Division.
•63�-A�� Thomas McKean,Director
° 200 Main Street,Hyannis,MA 02601
Office: 508-962-4644
Fax. 508-790.6304
Installer&Designer CertiBCatfon Fortin
Date: 1 7 Sewage Permit# 207-3
Assessor's MaplParcel 12G o�°1'
Designer:' f ;r• � e�,n Installer: _
C�
Address 11 /'Za ' _
Address;
On 4dat
S'e) (Installer)'er was issued a perrnit to install a
_ septic system at 21 � S ,� ii� based on a design drawn b
(ad ress) -' y
dated. �0 2 2c! ,7
(designer —
I certify that the septic system referenced above was installed
the desi substantially according to
go which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
certify that the septic system referenced above was installed with major c6an es i
greater than I O' lateral relocation of .e.
the SAS or any vertical relocation of any component
of the septic-system)but in accordance with State &Local Re i
certified as-built by designer,to follow. Strip out(if required)was nspe a revisionlan e soils
were found satisfactory,
— t ecertify at the system referenced above was constructed i with the terms of
approval le s(if applicable) N F.
Rom
c r^
nstaller's ignature) .,
esigner's Si ature)
(A ix Designer s tamp Here
PLE SE RETURN TO BARNST ABLE PUBLIC �DIVI�SoCE �TffCABUILT CA D A HOT BE S. NtTH
BOF TEY AE P S ALTH SIOI�I.
\1malde*"FALTMEWER conn"MrspnCW"'81'er Certi "I ion Form Rev 9-14-13.DOC
Vi a.; 32051 (F•-_EF-229 Cr-24347
DEED RESTRICTION
Brian Dacey, President of Emerald Development Corporation,owner of 218 Bumps River Road,
Barnstable (Osterville), by deed (Book 30837 Page 74) recorded at the Barnstable Registry of
Deeds, as required by 310 CMR 15.287 (10) hereby provide notice that the existing dwelling is
to be served by a MicroFAST 0.5 alternative on-,site septic system, and is subject to the
conditions contained within the Certification for General Use issued by the Department of
Environmental Protection to Bio-Microbics,,Inc. dated March 20, 2015, and approval by the
Town,of Barnstable Board of Health dated December 6, 2017, and further agree that until such
time as technology changes and/or the Barnstable Board of Health changes its regulations or
otherwise grants permission, structures built on the premises of 218 Bumps River Road,
Osterville, shall have no more than a total of two(2) bedrooms.
Brian Dacey, Preside
Emerald Development Corporation
COMMONWEALTH OF MASSACHUSETTS
Barnstable County
On this day 20of April, 2019, before me,the undersigned notary public, personally
appeared Brian Dacey, known to me to be the person whose names are signed on this
document and acknowledged to me that they signed it voluntarily for its stated purpose.
D
Notary Public
My commission expires:
BARNSTABLE REGISTRY OF DEEDS da L NotarAH y
�,� Notary public
Massachusetts
John F. Meade, Register My commission Expires
May 10,2024
IL
Town of Barnstable Barnstable
Board of Health
o r
BAMSTAB9 `Eg 200 Main Street, Hyannis MA 02601
a63q �m 2007
iDrED�r s
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald A.Guadagnoli,M.D.
December 6, 2017
Mr. John O'Dea
Sullivan Engineering, Inc.
P.O. Box 659
Osterville, MA 02655
RE: 218 Bumps River Road, Ostervlle, 15;000 Square Feet Lot; Secondary Treatment Unit
A = 120-099
Dear Mr. O'Dea,
You are granted permission on behalf of your client, Bruce Efron, to install an onsite sewage
disposal system with secondary treatment, at 218 Bumps River Road, Osterville with the
following conditions:
1), .No more than two (2) bedrooms are authorized at this property. Dens, study rooms,
offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms"
according to the MA Department of Environmental Protection.
2) All of the conditions contained within the revised ten-page 'Certification for General Use'
document issued by the Massachusetts Department of Environmental Protection for the
FAST treatment system, dated March 20, 2015, shall be strictly adhered to.
3) The system owner shall strictly adhere to Section IV, on pages 4 through 8 of the
revised approval letter issued by the Department of Environmental Protection for the
FAST treatment system entitled 'Certification for General Use' dated March 20, 2015.
4) The company shall .strictly adhere to Section V on pages 8 and 9 of the revised
approval letter issued by the Department of Environmental Protection (DEP) for the
FAST treatment system entitled 'Certification for General Use' dated March 20, 2015.
5) The system designer shall strictly adhere to Section VI on page 9 of the revised
approval letter issued by the Department of Environmental Protection (DEP) for the
FAST treatment system entitled 'Certification for General Use' dated March 20, 2015.
6) The effluent shall be sampled for TN quarterly during the first year, then a minimum of
twice per year thereafter, at least five months apart with at least one sample taken
between December 15t and March 1st each year.
7) 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 engineered plans dated August 18, 2017.
Q:\WPFILES\Odea BruceEfron 218 Bumps River Road 2017.docx Odea BruceEfron 218 Bumps River Road 2017.docx
8) The septic system components shall be installed in strict accordance with the
engineered plans dated August 18, 2017.
9) Both the two bedroom deed restriction and the required Deed Notice (as required per
page 9 of the DEP 'Certification for General Use' letter) shall be recorded at the County
Registry of Deeds. Copies of these recorded documents shall ;be submitted to the
Health Division Office prior to issuance of the certificate of compliance for the disposal
works construction permit.
This permission is granted because the proposed plan appears to meet the minimum standards
contained within the State Environmental Code, Title V and local Health Regulations.
Sinc our
Pa J. %Miff, M D.
Chairman
BOARD OF HEAL
TOWN OF BARNSTABLE
Q:\WPFILES\Odea BruceEfron 218 Bumps River Road 2017.docx Odea BruceEfron 218 Bumps River Road 2017.docx
IINE Tp. DATE: /
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�fOMA'�A Town of Barnstable
a�• � SCHED.DATE:
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Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Donald A.Guadagnoli,M.D.
Alternate:Cecile Sullivan,RN,MSN
VARIANCE REQUEST FORM
LOCATION Property Address: Onn 6knips
�
U
Assessor's Map and Parcel Number: ' 1� Size of Lot:
Wetlands Within 300 Ft. Yes Business Name:
No�� Subdivision Name:
APPLICANT'S NAME: Man Oac m Phone
Did the owner of the property authorize youlto represent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: (�(�,�[Z Name: it
Address: 21 ( ;y� .t Address:Y•U���, (�(�@ Il', 4-�i
Phone: ();S MA OZ �2 Phone: (� l4 3314 Q�) EMAIL: 1 In.�Ury►/�
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
'�l e �c, ► t
art L+ 16 0 +n)C-
NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System LJ
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 5 separate,collated packets.
Five(5)copies of the completed variance request form
Five(5)copies of engineered plan submitted(e.g.septic system plans)
Five(5)copies of MA DEP approval letter for I/A septic systems only.
Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
i/ A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian
Signed letter stating that the property or business owner authorized you to represent him/her for this request
/ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for
t/ Title V and/or local sewage regulation variances only)
A410 VICNAt Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only).
$95.00 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 proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Paul J.Canniff,Chairman
NOT APPROVED Junichi Sawayanagi
REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D.
C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet
Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC
Stanton, David
From: Stanton, David
Sent: Wednesday, September 20, 2017 11:54 AM
To: 'John O'Dea'
Cc: chuck@sullivanengin.com
Subject: RE: Bumps River- FAST System
Here is an update from the staff meeting today. As you know, the Board may have other issues, concerns or questions.
-Need perc form
-Are there any other proposed underground utilities (i.e. gas, electric..)
-Before permit need certification form by homeowner(see pg 9 of approval letter, I gave a copy to Chuck this AM)
-Need signed 0 & M agreement before permit will be issued
-Before we issue the COC of building occupancy permit we need a copy of the recorded deed notice of having an
alternative system
Thanks,
Dave
From: John O'Dea [mailto:john@sullivanengin.com]
Sent: Tuesday, September 19, 2017 3:50 PM
To: Stanton, David
Cc: chuck@sullivanengin.com
Subject: Bumps River - FAST System
David—the system will be a 0.5 Model.
I don't understand the second letter you might be looking for and have emailed the sales department, but they don't
seem to understand either.
If you have a minute give a call, or I will have Chuck poke his head in tomorrow.
If we understood generally what it is, I'm sure we have it—or could get.
,
John O'Dea, P.E.
Sullivan Engineering& Consulting, Inc
P.O. Box 659
Osterville, MA 02655
508-428-3344
508-428-9617 (fax)
i
i
w ® Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108*617-292-5500
Charles D.Baker Matthew A.Beaton
Governor Secretary
Karyn E.Polito Martin Suuberg
Lieutenant Governor Commissioner
CERTIFICATION FOR GENERAL USE
Pursuant to Title 5, 310 CMR-15.000
Name and Address of Applicant:
Bio-Microbics, Inc.
8450 Cole Parkway
Shawnee, KS 66227
Trade name of technology and models:
FAST Treatment Systems with Nitrogen Reduction including models MicroFASTV 0.5, 0.75, 0.9,
1.5, 3.0, 4.5, 9.0, HighStrengthFASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASTV 0.5, 0.75, 1.0, 1.5,
3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons
per day(GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of J
this Certification.
Transmittal Number: X232831 ~
Date of Issuance: December 29, 2010,revised March 20, 2015
Authority for Issuance:
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of
Environmental Protection(hereinafter"the Department') hereby issues this General Use Approval
to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"),
approving the above referenced FAST technology(hereinafter"the Technology"or"System") for
use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the
Technology are subject to compliance by the Company, the Designer, the System Installer, the
Operator, and the System Owner with the terms and conditions herein. Any noncompliance with
the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000.
March 20, 2015
David Ferris, Director Date
Wastewater Management Program "
Bureau of Water Resources
I. Purpose
This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370
MassDEP Website:mvmmass.govldep
Printed on Recycled Paper
Certification for General Use Page 2 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
1. Subject to the conditions of this Approval and any other local requirements, the purpose of
this Approval is to allow the use of the System in Massachusetts on a General Use basis.
With the necessary permits and approvals required by 310 CMR 15.000, this Certification
authorizes the installation and use of the System in Massachusetts.
2. The System may be installed for residential facilities with design flow less than 2,000 GPD
where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for
which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local
approving authority; or by the Department if Department approval is required by 310 CMR
15.000. This Approval allows for the use of the System as an equivalent alternative
technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a
Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and
15.215.
Non-residential facilities are.not allowed under this approval.Non-residential facilities
include properties with businesses and/or commercial establishments.
3. The technology shall meet or exceed the following effluent discharge requirements:
• Effluent Total Nitrogen(TN) concentration of 19 mg/L (for 660 gallons per day per acre
-gpda-loading) or 25 mg/L (for 550 gpda loading).
• Effluent pH range shall be 6.0 to 9.0.
• The System is approved for use at facilities with a maximum design flow less than 2,000
GPD.
4. The System Owner or the designated System Operator(or `Operator')has responsibility for
oversight and sampling of the System if the property served was allowed to increase the
discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations.
The System Owner will be required to repair,replace,modify or take any other action as
required by the Department or,the local approving authority, if the Department or the local
approving authority determines that the System is not capable of meeting the required ,
reduction in nitrogen in the effluent.
The Company is responsible for the approved technology as described below.
H. General Description of the Technology and Design Standards
1. The tank containing the FAST®insert is installed between the building sewer and the soil
absorption system(SAS). ,The SAS shall be designed and constructed in accordance with
310 CMR 15.100 - 15.279 and subject to the provisions of this Certification.
2. Technology Description-The FAST® system is an aerobic wastewater treatment system "
that utilizes a completely submerged fixed film process to treat organics and nitrify, and a
passive recycle system for denitrification. Each model contains submerged media specific
to the application. Microorganisms grow on the media and remove soluble contaminants
from the wastewater,utilizing them as a source of energy for growth and production of new
microorganisms. The FAST® system insert consists of a liner around the media and an
airlift to provide aeration and mixing within the confines of the liner. The area outside the
liner in the septic tank remains anoxic for denitrification and a passive recirculation system
Certification for General Use Page 3 of 10
Bio-N icrobics FAST<2,000 GPD Nitrogen Reducing
moves the aerated wastewater to the outside of the liner to obtain denitrification. The
aeration and circulation inside the liner are provided by a blower that pumps air into a draft
tube that extends down the center of the media. Treated effluent passes out of the aerobic
zone of the treatment plant through a pipe connected directly to a baffled quiescent area in
the liner. Final effluent is discharged to a soil absorption system. Specific model
considerations are as follows:
• The MicroFAST® 0.5, 0.75 and 09, HighStrengthFAST® 1.0 and NitriFAST® 0.5,
0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a
total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMM
15.226. {
• The MicroFAST®,HighStrengthFAST® and NitriFAST® 1.5 are installed in the
second compartment of a two compartment 3000-gallon tank constructed in
accordance with 310 CMR 15.226.
• The MicroFAST®, HighStrengthFAST® and NitriFAST® 3.0 is installed in a separate
tank constructed in accordance with 310 CMR 15.226 and located between a standard
Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the
soil adsorption system(SAS). •In this larger system, an additional recycle pump may
be needed to send nitrified effluent back to the septic tank for added denitrification.
Consult the Company for proper layout.
• The NitriFAST® models can also be used for additional nitrification in series after the
MicroFAST®models or HighStrengthFAST®models. In this configuration the tanks
used for the NitriFAST® shall be constructed in accordance with 310 CMR 15.226
and meet the minimum dimensions and volumes required by the Company.
• Flow equalization may also be employed prior,to the FAST® system depending on the
type of facility. Consult Company for proper layout.
3. All access ports and manhole covers shall be readily removable, of durable material and
installed and maintained at grade to allow for maintenance of the System.No structures shall
be located directly upon or above the access locations which could interfere with
performance, access,inspection,pumping, or repair. Sufficient access for infrequent
maintenance of the System treatment media and all other treatment works shall be evaluated,
and addressed in the System design if necessary,by the designer. System control panel(s)
including alarms shall be mounted in a location accessible to the operator of the System.
4. Wastewater Loading and Effluent Concentration Design Standards
For new residential construction in an area subject to the Nitrogen Loading Limitations of
310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations
pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated
nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with
limitations as follows:
• The design flow shall not exceed 660 gallons per day per acre(gpda) and the total
nitrogen(TN) concentration in the effluent shall not exceed 19 milligrams per liter
(mg/L); or
Certification for General Use Page 4 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing t
• The design flow shall not exceed 550 gallons per day per acre (gpda) and the total
nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter
(m9/4
• TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate
nitrogen) and NO2-N(Nitrite nitrogen).
M. General Conditions
1. The provisions of 310 CNM 15.000 is applicable to the use and operation of this
System,the System owner and the Company, except those that specifically have been
varied by the terms of this Certification.
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,unless otherwise provided in the
Department's written approval. It shall be a violation of this Certification to falsify any
data collected pursuant 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 or the
environment.
5. The Department has not determined that the performance of the System will provide a'
level of protection to public health and safety and the environment that is at least
equivalent to that of a sanitary sewer system. Accordingly, no System shall be
upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless
as allowed by 310 CMR 15.004.
6. 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, subj ect to
this Certification.
IV. Conditions Applicable to the System Owner
1. The System owner shall at all times have the System properly operated and maintained
by a Company approved Operator in accordance with this Certification,the designer's
operation and maintenance requirements and the Company's approved procedures.
2. The System is certified only in connection with the discharge of sanitary wastewater
from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater
generated and/or used at the facility served by the System shall not be introduced into
the System and shall be lawfully disposed of.
r
Certification for General Use Page 5 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
3. The System Owner shall provide access to the site for the System Operator to perform
inspections,maintenance,repairs,responding to alarm events, field testing, and
sampling as may be required by the Approval.
Operation and Monitoring Requirements
4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and
effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of
dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal
or less than 40 NTU.
5. All samples shall-be taken at a flowing discharge point, i.e. distribution box,pipe
entering a pump chamber or other Department approved location from the treatment
unit.
6. Inspection, operation and maintenance(O&M), sampling, and field testing of the
System required by the Approval shall be performed by a Company approved Operator
who has been certified at a minimum of Grade Level 4 (four)by the Board of
Registration of Operators of Wastewater Treatment Facilities, in accordance with
Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector
in accordance with 310 CMR 15.340. '
7. Prior to commencement of construction of the System, the System Owner shall
provide to the local approving authority a copy of a signed O&M Agreement that
meets the requirements of paragraph IV(8).
8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified
System Operator approved by the Company. The Agreement shall be at least for one
year and include the following provisions:
a) The name of a System Operator who is an approved System Inspector in
accordance with 310 CMR 15.340 and who meets any additional qualification
requirements specified in the Approval;
b) The System Operator must inspect the Alternative System as required by
paragraph IV,(9) and(12);
c) The System Operator shall be responsible for submitting the monitoring results to
the System Owner in accordance with paragraph IV (13) and to the local
approving authority in accordance with paragraph IV (14); and
d) In the case of a System failure, an equipment failure, alarm event, components not
functioning as designed, or violations of the Approval, procedures and
responsibilities of the System Operator and System Owner shall be clearly defined
for corrective measures to be taken immediately. The System Operator shall
agree to provide written notification within five days, describing corrective
measures taken,to the System Owner and the local board of health.
9. The System Owner shall comply with the following monitoring requirements if the
System is subject to a TN concentration limit in accordance with paragraph II (4):
v Certification for General Use Page 6 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
a) Year-round installations shall be inspected and have effluent sampled for at least
the TN parameter quarterly for the first year,then a minimum of twice/year
thereafter, at least 5 months apart and with at least one sample taken between
December 1 and March 1 of each year. Field testing shall be completed per
paragraph IV (11)below, and as determined necessary by the System Operator.
See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies.
htm#t5pols. Wastewater flow shall be recorded at each inspection, see `Flow
Metering' paragraph IV (10).
b) Seasonal installations shall be inspected and have effluent sampled for at least the
TN parameter a minimum of twice/year. At least one sample must be taken 30 to
60 days after each seasonal occupancy begins. A second sample must be taken no
less than 2 months after the first sample. Field testing shall be completed per
paragraph IV (11)below, and as determined necessary by the System Operator.
Wastewater flow shall be recorded'at each inspection, see `Flow Metering'
paragraph IV (10).
c) Systems in operation prior to issuance of this Approval,which have received
approval of sampling reduction from the Department may continue.with that
System monitoring frequency.
Properties occupied at least 6 months per year are considered year-round properties.
Properties occupied less than 6 months per year are considered seasonal properties.
TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate
nitrogen) and NO2-N (Nitrite nitrogen):
10. Flow Metering: Reporting of residential System water use is not required, however it
is.recommended the Operator record water meter readings if available at all
inspections, or otherwise estimate System flow, to assist in addressing possible
operational problems or issues. Flow measurement when recorded shall be based on:
a) actual metering data of wastewater flow to the System or actual water meter data of
flow to fixtures that discharge to the wastewater system; or
b) actual water meter data for the total facility with either actual meter data.or
estimated flows for non-wastewater usage subtracted from the total facility water
usage. If estimating the wastewater portion of metered water usage, the System
Operator shall provide a best estimate of wastewater discharged to the System with
the method of estimating, such as pump run times, occupancy rates, adjustment due
to seasonal outdoor watering use, etc.; or I ,
c) for Systems installed under a prior Approval that did not include a wastewater flow
data reporting requirement, if no flow meters are available, the System Operator
shall provide a best estimate of wastewater discharged to the System with the
method of estimating, such pump run times, occupancy rate, etc.
11. Field Testing: Temperature;turbidity,pH and DO shall be measured and recorded in
the field whenever the effluent is sampled for TN. See applicable sections of the
Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/
policies.htm#t5pols.
Certification for General Use Page 7 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
12. At a minimum,the System Operator shall inspect the System:
a) quarterly for the first year then two times per year thereafter;
b) in accordance with the approved O&M manual, the Designer's operation and
maintenance requirements, and the requirements of the local approving authority;
and
c) any time there is an alarm event, equipment failure, or system failure.
Recordkeepin a�portin�
13. Within 60 days of any site visit,the System Operator shall submit an O&M report and
inspection checklist to the System Owner and the Company. It is recommended the
System Owner and Company maintain copies of these items for possible Department
audit. The O&M report shall include, at a minimum:
a) for a System failing, any corrective actions taken;
b) wastewater analyses, wastewater flow data, field testing results and inspection
checklists;
c) any violations of the Approval,
d) any determinations that the System or its components are not functioning as
designed or in accordance with the Company specifications; and
e) any other corrective actions taken or recommended.
14. By February 15th of each year the System Owner or the System Operator if designated
by the owner, shall submit to the local approving authority all monitoring results with
all O&M reports and inspection checklists completed by the System Operator during
the previous 12 months.
15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the
System Operator shall notify the System Owner immediately.
16. Upon determining that the System has failed, as defined in 310 CMR 15.303, the
System Owner and the System Operator shall be responsible for the notification of the
,local approving authority within 24 hours of such determination.
17. The System Owner shall notify the Approving Authority and the Company in writing
within seven days of any cancellation, expiration or any other change in the terms
and/or conditions of the O&M Agreement required by Paragraph IV (8).
18.. Violations of the TN concentration in the System effluent shall not constitute a failure
of the System for the purposes of 24-hour notification or 5-day written reporting as
required in Paragraphs IV(16) and(8)..
19. The System owner shall provide a copy of this Approval, prior to the signing of a
purchase and sale agreement for the facility served by the System or any portion
thereof, to the proposed new owner.
Certification for General Use Page 8 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
20. The System owner shall furnish the Department any information that the Department
requests regarding the System,within 21 days of the date of receipt of that request.
21. Prior to issuance of a Certificate of Compliance of the System, and after recording
and/or registering the Notice required by 310 CMR15.287(10), the System Owner
shall provide to the Local Approving Authority a copy of: (i) a certified Registry copy
of the Notice bearing the book and page/or document number; and (ii) if the property
is unregistered land, a Registry copy of the System Owner's deed to the property,
bearing a marginal reference on the System Owner's deed to the property. The Notice
to be recorded shall be in the form of the Notice provided by the Department.
f
22.. Prior to signing any agreement to transfer any or all interest in the property served 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 the 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 a part of thereof a
copy of the 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 giving such
notice to the transferee(s).
V. Conditions Applicable to the Company
1. The Company shall notify the Director of the Wastewater Management Program at
least 30 days in advance of the proposed transfer of ownership of the technology 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.
2. The Company shall develop maintain and update as necessary the following:
minimum installation.requirements; an operating manual,.including.information on
substances that should not be discharged to the System; a maintenance checklist; and
a recommended schedule for maintenance of the System consistent with the
Department's requirements essential to consistent successful performance of the
installed Systems.
3. The Company shall institute and maintain a program of operator training'and
continuing education. The Company shall maintain and annually update, and make
available the list of qualified operators by February 15th and make the list known to
local approving authorities,.the Department and to users of the technology.
4. The Company shall furnish the Department any information that the Department
requests regarding the System, within 21 days of the date of receipt of that request.
5. The Company shall include copies of this Certification and the procedures described
` 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
Certification and the procedures described in Section V (3).
S
Certification for General Use Page 9 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
6. A copy of the wastewater analyses, wastewater flow data, field testing results, and
System Operator O&M reports and inspection checklists from each installed System
shall be maintained by the Company or its designee for possible Department audit.
7. If the Company wishes to continue this Certification after its expiration date, the 1
Company shall apply for and obtain a renewal of this Certification. The Company
shall submit a renewal application at least'180 days before the expiration date of this
Certification,unless written permission for a later date has been granted in writing
by the Department. This Certification shall continue in force until the Department
has acted on the renewal application.
VI. Conditions Applicable to the System Designer
1. Upon submission of an application for a DSCP,the Designer shall provide to the local
approving authority:
a) a certification, signed by the owner of record for the property to be served by the
System, stating that the property owner:
i) has been provided a copy of the Approval, the Owner's Manual, and the
Operation and Maintenance Manual, if applicable, and the Owner agrees to
comply with all terms and conditions;
ii) has been informed of all the owner's costs associated with the operation
including, when applicable: power consumption,maintenance, sampling,
recordkeeping,reporting, and equipment replacement;
iii) understands the requirement for a service contract;
iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310
CMR 15.287(10) and the Approval;
v) agrees to fulfill his responsibilities to provide written notification of the
Approval to any new owner, as required by 310 CMR 15.287(5);
vi) 'if the design does not provide for the use of garbage grinders,the restriction is
understood and accepted;
vii) if the design is for an upgrade of failed or nonconforming system,the System
Owner has been provided a copy of the evaluation of the existing system;
viii) whether or not covered by a warranty, the System Owner understands the
requirement to repair,replace,modify or take any other action as required by
the Department or the local approving authority, if the Department or the local
approving authority determines that the Alternative System is not capable of
meeting the performance standards; and
b) a certification, signed by the Designer that the design conforms to the Approval with
Conditions and 310 CMR 15.000.
VII. Reporting
1. All notices and documents required to be submitted to the Department by this
Certification shall be submitted to:
Certification for General Use Page 10 of 10
Bio-Microbics FAST<2,000 GPD Nitrogen Reducing
Director
Wastewater Management Program
Department of Environmental Protection,
One Winter Street- 5th floor
Boston, Massachusetts 02108
VIII. 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 the annual compliance assurance fee, for obtaining the Certification
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
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 and/or the System against the owner or operator of the System and/or
the Company.
Transmittal:X232831 (formerly W101238)
44 Commercial Street
Raynham, MA
02767
Tel: (508)880-0233
Fax: (508)880-7232
INSPECTION AND TESTING AGREEMENT
Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the
r4 ASP System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at WTS Is office,WTS will render the following services only:
Equipment will be inspected at least 4 times per year for the fu-st year(then reduces to 2 times)with the first
inspections beginning , These inspections will include:
1) Testing of the sludge depth in the septic tank.
2) Inspection,power testing and clean/replace intake Ater of the air blower.
3) Inspection of the alarm system.
4) Inspect overall condition of FAST®System,
5) Notify OWNER of any problems encountered.
6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts.
WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24
hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard WTS charges for any parts used in repairs or maintenance, Any additional labor
time will be billed to the OWNER at current labor rates of$80.00 per hour.
Emergency service between regular inspections will be provided at standard labor rates during normal business
hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays,
Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,
plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs
required for damages caused by abuse, accident,theft,acts of third persons,forces of nature,or alterations made to
the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor
disputes,non-cooperation by OWNER,or other factors beyond the control of WTS.
OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,
including but not limited to loss of time,injury to person or property,or equipment failure.
OWNER agrees"that WTS may enter OWNER's property and have acceptable access to all areas deemed by
WTS to be necessary or appropriate for WTS to perform its duties hereunder,
Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current
contract an invoice for one year of service. It is OWNER's responsibility to tinely.return the payment. WTS
must receive the payment before expiration of the current contract year to assure continuous contract coverage.
Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of
warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of
WTS. It will remain in force until a party cancels by written notice to the other at the address given herein.
MANUFACTURER MODEL NO, SERIAL NO. LOCATION ANNUAL RATE PERMIT
Bio-Microbics MicroFAST Osterville,MA $770.00 General-Denite
Includes(4)Field Tests
EQUIPMENT OWNER Wastewater Treatment Services,Inc.
*Signed by OWNER:
Brian Dacey Signed:
*Address:
218 Bumps.River Road 44 Commercial Street
Raynham,MA 02767
Tele: (508)880-0233
`City: State: Zip: -Fax: (508) 880-7232
Osterville MA 02655 {
Telephone Effective Date of Agreement
E-mail address:
OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set
forth above and is non-refundable; and (2)Current DEP Regulations require OWNER to maintain a service
agreement for the life of the FAST®System;and(3)ANNUAL RATE is subject to change based on current WTS
rates. I HAVE READ AND UNDERSTAND THE FOREGOING.
*Signed by OWNER:
Field Testing
Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will be used to
demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS. The
following will be performed:
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,2mg/L,or.more,to.ensure that the system is operating.
4) Turbidity, less than or equal to 40 NTU.
If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis.
Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable
access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If s
such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE
COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT.
Effluent Testing
State requirements are four(4)grab samples per year for the first year and 2 times per year thereafter for Nitrate,
Nitrite,and TKN at a cost of$215.00/test.
*Approval for Testing `
Owner's Signature
Operator assigned: Michael Moreau j
Telephone: (508)880-0233
44 Commercial Street
Raynham,MA
\ 02767
l Tel:(508)880-0233
Fax:(508)880-7232
August 24,2017
Mr.Brian Dacey
218 Bumps River Road
Osterville,MA 02655
Subject: BioMicrobics FASTH Treatment System
218 Bumps River Road,Osterville,MA
Dear Mr.Dacey:
Enclosed is the Inspection&Testing Agreement for the FASTS'Treatment System to be
located at the above referenced address.
The annual maintenance cost of this agreement is$770.00 per year. The cost for the first
year's testing is$860.00. This will need to be-paid in advance to Wastewater
_Treatment Services.Ine.and returned with the signed Inspection&Testing
Agreement to our Raynham office prior to the order being processed.
Thank you for your order and we look forward to working with you. If you should
require any additional information please do not hesitate to call or write.
Sincerely, �
Of p`-VdI
�x
Michael Moreau
� � ;
.Ali ,
Please make ebeek payable to: a �
WastewaterTreahneat Services,Inc.
AmdlmtDue: $1,630.00
70
`�as.G�!vute���s�Q�rrteft�cfei�ce� �iz�i. .
44 Commercial Street
Raynham,MA
02767
Tel:(508)8B0.0233
Fax:(608)880.7232
INSPECTION AND TESTING AGREEMENT
Agreement entered into by and between Wastewater Treatinent.Services,Inc.(herein called WTS)and the
FAST'System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at WTS's office,WTS will render the following services only:
Equipment will be inspected at least 4 times per year for the first year(then reduces to 2 times)with the first
inspections beginning These inspections will include:
1) Testing of the sludge depth in the septic tank.
2) Inspection,power testing and cleanl eplace intake filter of the air blower.
3) Inspection of the alarm system.
d) Inspect overall cmidition of FAST®System,
5) Notify OWNER of any problems encountered.
6). Service other than routine maintenance will be billed at an hourly rate,plus travel and parts.
WTS shalt notify the local-Board of Health and Department of Environmental Protection in writing within 24
hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor
time,will be billed to the OWNEI R at current labor rates of$80.00 per hour.
Emergency service between regular inspections will be,provided at standard labor rates during normal business
hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays.
Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges forparts,
plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs
required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to
Hie equipment..WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor
disputes,non cooperation by OWNER,or other factors beyond the control of WTS.
OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,
including but not limited to loss of time,inkiry to person or property,or equipment failure.
OWNS,R agrees that WTS may enter OWNER'S properly and have acceptable access to all areas deemed by
WTS to be necessary or appropriate for WTS to perform its duties hereunder.
Current WTS practice is to send OWNER approxinnately 10 days before expiration of the term of the current
contract an invoice for one year of service. It is OWNER's responsibility to timely returrn the payment WTS
must receive the payment before expiration of the current contract year to assure continuous contract coverage.
Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of
warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of
WTS. It will remain in force until a.party cancels by written notice to the other at the address given herein.
MANUFACTURER MODELNO. SERIALNO. LOCATION ANNUAL RATE PERMIT
Bio-M orobics MieroFAST Osterville,MA $770.00 General-Denite
! Includes(4)Field Tests
EQUIPMENT O'1VNE ,,y Wastewater Treatment Services,Inc.
Y
*Signed b OWNER:
g
Brian Dacey Signed:
*Address:
218 Bumps River Road 44 Conunercial Street
Raynham,MA 02767
Tole:(508)880-0233
*City: State: Zip: Fax:(508)880-7232
Osterville MA 02655
Telephone Effective Date of Agreement
E-mail address;
OWNER understands that(1)ANNUAL RATL payment is for one year only commencing on the effective date set
forth above and is non-refundable;and(2)Current DEP Regulations requh a OWNER to maintain a service
agreement for the life of the FASY System;and(3)ANNUAL RATE is subject to change based on current WTS
rates. I HAVE READ ERSTAND THE FOREGOING.
*Signed by OWNER•
Field Testing
Onsite testing will be peiforin d quarterly for the first year and 2 times per year thereafter. Results will be used to
demonstrate that the systems are operating at a secondary treatment standard of 30 ing/L of BOD5 and TSS. The
following will be performed;
1) Visual examination ofthe effluent for color,turbidity and effluent solids.
2) Effluent pH to determine if the waste water is between 6 and 9 standard units.
3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating.
4) Turbidity,less than or equal to 40 NTU,
If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis.
Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable
access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If
such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE
COST.FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT.
Effluent Testing
State requirements are four(4)grab samples per year for the first year and 2 times per year thereafter for Nitrate,
Nitrite,and TKN at a cost of$21�00! t.
*Approval for Testing Al
wner's Signature
Operator assigned: Michael Moreau
Telephone: 508 880-0233
i
Town of 13arinstable P#
Department of Regulatory Services :k',
Public Health Division Date d/I
� p st
sbsq �a� 200 Main Street,Hyannis MA 02601 p-
Date Scheduled Time Fee Pd._ 0 o10
oil Suitability Assessment for Sewage Disposal ;rv;•
Performed By: II yyc rl itnessed By:'Dan,1
LOCATION& GENERAL INFORMATION
Location Address 2 lb &A m95 t d�.Y Owner's Name �IjU(c e�!Tr.
Ds4zn�tlle� Adare a-t t.ecl ett?ed� l
Assessor's Map/Parcel: I U 09 Engineer's Name OM
SV
NEW CONSTRUCTION REPAIR Telephone# too) J35t °ii
Land Use Ke_51 t.L JIV�k Slopes(%) �� 'fin Surface Stones
Distances from: Open Water Body ft Possible Wet Area I ft Drinking Water Well 1lfi I�t ft � .
Drainage Way ft Property Line �� ft Other ft t
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
f
3, 7-1
\ �/f
Parent material(geologic) "tAk' Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: JVA- Weeping from Pit Face Al Ot
Estimated Seasonal High Groundwater 3 LPL i'3
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: Ater-
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
PERCOLATION TEST Date i Time
Observation
Hole# �� _ Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time @ a--J Time(9"-V)
End Pre-soak L
0�
Rate Min./Inch o, o
Site Suitability Assessment: Site Passed L/ Site Failed: Additional Testing Needed(Y/N)
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 /l
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP OBSERVATION'HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc ° Gravel
ovo ''r
c.-5 4C �•« � lstp A13 1�3
swz� rs 56>,� ivY�.sd�
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)
SL
DEEP OBSERVATION HOLE LOG Hole# :3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
v
V�G O
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)
c+
c�-3 L
-7 c
Flood Insurance Rate May:
Above 500 year flood boundary No_ Yes a✓
Within 500 year boundary No ' Yes
.Within 100 year flood boundary No Yes
Death 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? '44;'
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on i L' (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 tr ' /'hg,expertise and experience described in 310 CMR 15.017. 56-?.CA it
Signature Date I
Q:\SEPTIC\PERCFORM.DOC
rq�l F
Ba side Building, Inc.
Y g
"Qu.afity To give By'
October 2,2017
John O'Dea,P.E.
Sullivan Engineering&Consulting,Inc.
PO Box 659
Osterville,MA 02655
Re:218 Bumps River Road,Osterville
Dear John
This letter certifies that I have been provided a copy of the FAST System approval,the owner's manual,
and operation and maintenance manual,and I agree to comply with all terms and conditions,and have
been informed of all the costs including power,maintenance,sampling,recordkeeping,reporting,and
equipment replacement,understand the requirement for a service contract,will provide a deed notice,will
provide notification of approval to any new owner,there will not be a garbage grinder,and understand the
requirement to repair,replace,modify or take any other action as required by the Department or the local
approving authority if it is determined that the system us not capable of meeting the performance
standards.
Sincerely,
t T. D ey,President
Baysid uilding, Inc.
PO Box 95
Centerville, MA 02632
E
44 Commercial Street
Raynham,MA
02767
Tel:(508)680.0233
Fax:(508)800-7232
August 24,2017
Mr.Brian Dacey
218 Bumps River Road
Osterville,MA 02655
Subject: BioMicrobics FAST' Treatment System
218 Bumps River Road,Osterville,MA
Dear Mr.Dacey:
Enclosed is the Inspection&Testing Agreement for the FAST*Treatment System to be
located at the above referenced address.
The annual maintenance cost of this agreement is$770.00 per year. The cost for the first
year's testing is$860.00. This will need to be paid in advance to Wastewater
Treatment Services,Ine.and returned with the signed Inspection&Testing
Agreement to our Raynham office prior to the order being processed.
Thank you for your order and we look forward to working with you. If you should
require any additional information please do not hesitate to call or write.
rr Sincerely,
107A4V P r
Michael Moreau
Please mare cheelc payable to: ,�. .
Wastewater Treatment Services,Inc. j {
1 ;
Amount Dire: $1,630.00
}
t
Va w&&)a w 91-w&z qz/tJeiY.Y,zn, Yia,�
44 Commercial Street
Raynham,MA
02767
Tel:(508)880.0233
Fax:(608)880.7232
INSPECTION AND TESTING AGREEMENT
Agreement entered into by slid between Wastewater Treatment Services,Inc.(herein called WTS)and the
FAST}'System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at WTS's office,WTS will render the following services only:
Equipment will be inspected at least 4 times per year for the first year(then reduces to 2 times)with the first
inspections beginning . These inspections will include:
1) Testing of the sludge depth in the septic tank.
2) Inspection,power testing and clean/replace intake filter of the air blower.
3) Inspection of the alarm system.
4) Inspect overall condition of FASTO System,
S) Notify OWNER of any problems encountered.
6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. ,
WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24
hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor
time will be billed to the OWNER at current labor rates of$80.00 per hotur.
Emergency service between regular inspections will be provided at standard labor rates during normal business
hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays.
Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,
plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs
required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to
the equipment, WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor
disputes,non-cooperation by OWNER,or other factors beyond the control of WTS.
OWNER understands and agrees that WTS is'not responsible for special,incidental or consequential damages,
including but not limited to loss of time,injury to person or property,or equipment failure.
OWNER agrees that WTS may enter OWNER's properly and have acceptable access to all areas deemed by
WTS to be necessary or appropriate for WTS to perform its duties hereunder.
Current WTS practice is to send OWNI!R approximately 10 days before expiration of the term of the current
contract an invoice for one year of service. It is OWNER's responsibility to thttely return the payment. WTS
must receive the payment before expiration of the current contract year to assure continuous contract coverage.
Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of
warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of
WTS. It will remain in force until a party cancels by written notice to the other at the address given herein.
MANUFACTURER MODELNO, SBRIALNO. LOCATION ANNUAL RATE PERMIT
Bio-Microbics MioroFAST Osterville,MA $770.00 General-Denite
Includes(4)Field Tests
EQUIPMENT WNERlel"
Wastetyater Treatment Seevlegs,Inc.
�
*Signed by OWNER: r''
Brian Dacey Signed:
*Address:
218 Bumps River Road t!",. 44 Commercial Street
Raynham,MA 02767
Tole:(508)880-0233
*City: State: Zip: Fax:(508)880-7232
Osterville MA 02655
Telephone Effective Date of Agreement
E-mail address:
OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set
forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service
agreement for the life of the FA Systeur;and(3)ANNUAL RATE is subject to change based on Curren#WTS
rates. I HAVE READ ANC ERSTAND THE FOREGOING.
*Signed by OWNER-
Field Testing
Onsite testing will be perforn)dquarterly for the first year and 2 times per year thereafter. Results will be used to
demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS, The
following will be performed:
1) Visual examination of the effluent for color,turbidity and effluent solids.
2) Effluent pH to determine if the waste water is between 6 and 9 standard units.
3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating.
4) Turbidity,less than or equal to 40 NTU,
If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis.
Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable
access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If
such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE
COST FOR THIS ADDITIONAL.TESTING WILL BE$200.00/VISIT.
Effluent Testing
State requirements are four(4)grab same es per year for the first year and 2 times per year thereafter forNitrate,
Nitrite,and TKN at a cost of$21�,00/ t.
*Approval for Testing f "
wner's Signature 1
Operator assigned: Michael Moreau
Telephone: (508)880-0233
Town of Barnstable P#
Department of Health,Safety,and Environmental Services
NTH Public Health Division Date
Q, 367 Main Street,Hyannis MA 02601
+ BARN3TABIE,NAM
0 9. lqn• A M
jfDM►KA,� Date Scheduled J�V
Time Fee Pd. J
Soil Suitability Assessment for Sewage Disposal
Performed By: i�etef='T! r1 cE 1 the Witnessed By: 'PO r nq 1 1 1 D 1rq 1^�•) 1� • 7
LOCATION,& GENERAL INFOlMATION
Location Address LA- �` A*/y� ��- y,,/�,Owner's Name G � ��/On
�/�V I C�J Address /l U0.7ca.1p ax i NWi
l� �g ^s.�v� p Q CJ Z O
Assessor's Map/Parcel: /ao—oq Engineer's Name g1ti1�s t' M, 70 V-er.•
NEW CONSTRUCTION REPAIR Telephone t 5b®) X 1 - 7790
Land Use ?,e e�AeY ti q 1 • Slopes(%) % Surface Stones Noh e
Distances from: Open Water Body AJ 4 ft Possible Wet Area AJIA ft Drinking Water Well, 106 ft
2 �
Drainage Way AJ A ft' Property Line 71 ft Other 3 ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
63 �
. hr�
led
rwo,s�
Parent material(geologic) Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: WA Weeping from Pit Face AJ/09
Estimated Seasonal High Groundwater
. �t#.h .iy a .
} *1ilt101\ i�V �7P�AS:�1�IAl. Cy11 YY ATL'�lTi Tlf i?l r Ji►i'
Method Used.
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well#_ __. .Reading Date:.__..._._ Index Well level... Adj.factor Adj.Groundwater Level
'ER+COLATx.0 TEST; . ::: .ilat : 'l Tl�ae oA
Observation Tf-I Tp'7
Hole# 24 g4161 Time at 9"
4 '� 6p ao%dtil
Depth of Pere S Time at 6"
• Start Pre-soak Time @ /• �dA S�� �p Tip 2 Time(9"-6")
End Pre-soak yy
Rate Min./Inch G 2 < 2
Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy: Applicant
DEEP OBSERVATIO....NH.......
OLE L0: Hole# '�'P 1
..
...
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
6 —1011 A ►o Ye 3i1 OPT uk.y
l o''-3 Z" g •S to YR,4/( None
31'=/Zo~ C Med.Sand 2.S Y G/4 NOn-f- Loos !�,14 2,•'
.
DEEP OBSERVATION HOLE LOB Hole.# T' -
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
16 YX 311 lVow Jew Sh• hft F;ob4
12"-36� ,a �• S. �o YR 4/ None It
36 htd Sw4 2.5 Y (/4 Nan* Law S`oois4 e3o.W
DEEP OBSERVATION.MOLE LO;C Hole#
._ . .
Depth from Soil Horizon SoiI Texture Soil Color Soil Other
Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
DEEP OBSERVATION HCJ►LE LAG Hole# ;
-.
Depth from Soil H on oriz Soil Texture soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,°o Gravel
Flood Insurance Rate Maw•.
Above 500 year flood boundary No_ Yes
Within 500 year boundary No_ Yes
Within 100 year flood boundary No_ Yes
ti..
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? Yes
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 11 S (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,expertise and experience described in 310 CMR 15.017. /
Signature r Z72 C Date JZ �l/�q
N
V ID
__..---.._.__.._...._......._..._..-._..._...._.._..---__......._...__.__._.._.._.____._.._. p Ln
EPH __....__... -----....---.........--_.-_..__...---._..._...-_.._ _.---...._.-....._.._.. .-.....-..._._...._..-------" ----___----_..._.___....__.._..._......---_...____.-._..._.._.. ..._....._....___._..-- -...._---- -___....__.........__......__........_...._..._......__......__.._..._....._........ --... __...--...._..._..._..._.._. -..._. _._.... _...._._.-. _...-----... - -
...._...__._.._._.__..__..._.-----....._......-------...___._...__.._._.._.__.-..._.__.___--- -'--.._.._...____...____.__...- _..... _.........._..._..._.._...._...._.._...__.__.__.._._.....__._._.__._._____...__. Q_....__.._... ._._._.._....__-._.__...._..._.._.__..._._...__._._....__.._.._..--.....__...-_._.._...---._...._.__._..._._....... - .. _" ._...__._. _.._....__..._.._..._......._._..__._...._....._...._._.__._.._.._.._..._-_..._....__._.._._.__..._-_.._.._._.__.._....._..._....._...._....__....._.......__....................-_-..._._.----__-._..__..._._..._._._.___._.____. _..._._...._._._......_..._...._.._.._....___.:.....-.._..._..._...._.._..........._....._........_..._._._........_...__..__..__._....------- .......__............_....._..._..__..........._........_..__........_......_....._...._._.........._... _..._...._... ...._.-....._...._ ...._...__......_........_...........--_..._.... Ln
_......_..._..........__..._.... _...................._......_.................._................_....._._......_...._.._............._...__.._..__....__..__..._._._.... _..__.._...._..................._........__.........._............................_..._..._....__. �..r
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SCALE: 1/4 1'-O"
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SHEET
REAR ELEVATION Al
SCALE: 1/4"=V-O"
JOB: 1-713
Pfw NNN BY: r4N
DATE: 8/16/1'(
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5GALE: 1/4"=1'-O"
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RIGHT ELEVATION A2
5GALE: 1/4"=1'-0"
JOB: tt13
PRAWN BY: KW
DATE: 8/1,/,/1�
Wl 1423 '74'-0„
12'-0" 8'-O" TW ksl '5"-1"
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DRAWN BY: K N
50ALE: 1/4"=1'-0„
DATE: 8/16/1-f
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FOUNDATION PLAN roe: 1-715
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SECTION "EY SECTION "A<" �
SCALE: 1/4"=1'-0" 5GALE: 1/4"=1'-0" •�
5HEET
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JOB: 1713
DRAWN BY: KW
DATE: 5/16/11
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DRAWN BY: K-N
DATE: 5/16/tt
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1 ROOF FRAMING
DOUBLE ROW -
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STRUCTURAL PANEL y X - BlWD JOBT TO JOIST(END NALFD) 316d 4-tbd PER JOIST
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, '_ RAFTBZS OR TRUSSES SPACED OVER 16'O.G. ed tOd 4'E E/6'FIELD
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SCALE:N.T.S. JOB: 171
DRAWN BY: KY4
DATE: 8/16/1-1
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- DRAWN BY: KW '
SCALE:1/4'j DATE: 8/16/1 I
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24'-0" ib'-0" F 12'-0" 14'-0"
FIR51 FLOORl,PLAN 1713
DRAWN BY: KW
SCALE:1/4"=j1'-0"
DATE: 8/16/11
i
Y 1 '
ASSESSORS REF.: a
Map 120, Parcel 099
OVERLAY DISTRICT:
M
WP - Well Protection District r
State Zone
RPOD ,
FLOOD ZONE:
Zones X l.• .v
Community Panel No. LOCATION MAP
#250001C0544J (1"=2000f)
July 16, 2014
ZONE:
NOTES RF (RPOD)
Ll MIN MIN Opening for FAST ewer piping to FAST®may not exceed 100 FT[30.5m]total Area (min,) 87,120 SF
module to sit on tank length and use 4 elbows maximum.For distances greater than Frontage (min) 150'
A 100 FT[30.5m]-consult factory.Blower must be located above Width (min) 125'
A s8°o A Gallons flood/standing water levels on a concrete base. Setbacks:
"p �' L S o Settling p. Front 30'
xF�o FtiTo �'o- o ems- Zane a 2. Vent to be located above finish Qrade or higher to avoid SEPTIC NOTES Side 15'
tioGso J O 9 E infiltration.Cap with vent grate with at least �2 sq in.of open 1.Location of Utilities shown on This Plan Are A rox.At Least 72 Hours
25t_-- ___" W2 Wl MIN MIN PP Rear 15'
9. a surface area.Secure with stainless steel screws see sheet 3 of
S 420 Prior to Any Excavation For This Project the Contractor Shall Make
3 FAST Details.)
the Required Notifications to Di Safe 1 888-344-7233 and contact
See Note 4--"- � B Gallon or q g ( - )
- `!y Run vent to desired location and cover opening with vent Sullivan Engineering&Consulting Inc.(508-428-3344).
grate with at least V2 sq in.of open surface area.Secure with 2. The Contractor is Required to Secure Appropriate Permits From Town
,o f stainless steel screws.Vent piping must not allow excess Agencies For Construction Defined by This Plan.
PFs�g All tank moisture build up or back pressure. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
i'o �o �i'� r' penetrations 3. All appurtenances to FAST®(e.g.tank pump outs,etc.) must Be Constricted of Class 150 Pressure Pipe and Shall be Water Tested to
A ,r f lectrical conduit from blower must be water conform to all country,state,province,and local plumbing Assure Watertightness. In General,Water Lines Shall be Constructed in
+�. + is �s ` 7 control system to blower/blower Ins ection/Pump tight and electrical codes.The blower control system is provided by
Q T FO O J' ;' housing.See note 1,3,&6. out Ports Coordination With COMM Water,and Shall be in Accordance
13.4 9�� ���Q l see note 3,5,&b Ins [15]
Bio-Microbics,Inc. With 248 CMR 1.00-7.00&310 CMR 15.00.
' Inspection 4. Either the influent pipe tee shall be fitted with a pipe cap or the 4.A Minimum of9"of Cover is Required for All Components.
� Port/Vent see pp p p•p p
Fti note 2,s,&6 baffle separating the two zones shall be extended to the top of 5.All structures Buried Three Feet or lbiore or Subject
V o F o the tank.,If choosingto use the "pipe cap;drill a 1/4' [0.6cm
ti� V10 &v2 MIN vent vent hole[n the ca and the bffle shall be at least 3"[8] higher to Vehicular Traffic to be H-20 Loading.It is the Engineer's
i o '1p q pipe see Note 2&6 Recommendation that H-20 Always be Used.
0 0 .�, �� than the water level as shown on the drawing. Y
Lot3 �,p Joints must be 5. All inspection,viewing and pump out ports must be secured to 6.Install Watertight Risers and Covers to Within 6"of Finished Grade
G .1, water tight Over Septic Tank Inlet D-Box,and One LeachingChamber.
15,000 SF Fo prevent accidental or unauthorized access
t All covers are to be maximum 18"for concrete or 24"Cast Iron.
i 1 l 6. Tank,anchors,piping,conduit,blower housing pad and vents 7.Septic System to be Installed in Accordance With 310 CMR 15.00&
2"MIN 0 1 3/16[43.6]MAX See note 8 are provided by others.rH-t [ScBl MIN]0 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable
Blower 7. All piping and ancilla equipment installed after FAST®must Board of Health Regulations.
�`? ry
Piping not impede or restrict free flow of effluent. 8.All Piping to be Sch.40 PVC.
*TH-2 A1, See Note 1 61/2[16.31 P ug
O�yoo r' 8. No more than 4 FT[1.2 m] of fill may be placed over unit lid. 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum
c<<itiFo �` see8)@"4 f300O Oo p p ° 51/aria[38.4 Refer to installation manual for more details. Sump of 6".
o,Q o s ll ,•• ,,.,.• 9. See sheet 3 of 4 for required dimensions.
0 0 0
�iGFAGSFo w InfluentLi
See Note 15[38]MIN
.6 �. 4&6 -
3 1 +� +
orate g 1 3/16[104.6]MIN
23 15/16 160.8]M N
- 6 15
i �4[l0
-4 ,
52.3 See note 3
J
Treatment r10]0
Zone 9 15/16[25]MIN FA$T treated I-Finish Grade
effluent see note 7
- I q
3' Max. sI jti E i( ll3 sly ill€ 9i - "
9" Min Compacted
Compacted Fill Filter
FAST DETAIL � Fabric
!y An NOT TO SCALE 2" 1/8" - 1/2"
Pea Stone
S LEACHING Double Washed
�. CHAMBER _ Stone
f/ =]
4' - 10"
f' ? 12'
CROSS SECTION OF CHAMBER
NOT TO SCALE
ALLOWABLE FLOW
Lot Area=15,000 SF
660GPD(W/NITROGEN CREDIT)x15,000SF/40,000SF=247GPD F I Provide
Clean Out
F.G. See Note 6 (typ.) F. EL. 36.0 F.G. EL. ..37.0
PERC TEST: 15,436 EL. 38.0 F.G. EL. 36.G
DESIGNDATA _-_- - --
PERFORMED BY:JOHN O'DEA,,PE SULLIVAN ENGINEERING Single Family
&CONSULTING,INC. Flow Equilizers
SOIL EVALUATOR NO.2911 -2 Bedroom @ I10 GPD EL. 34.50 f q
No Garbage Grinder As Required
WITNESSED BY.DONNALDDESMARAIS,R.S.-TOWN OFBARNSTABLE Installer To
Total Daily Flow=220 GPD Con firm Prior EL. 75 1500 G lion - 3 50 Ton EL. 34.00
AUGUST 4,2017 H To Any Work e "'lc Cnk
SITE PASSED Use a lsoo cal septic Tank p
( FAST DETAIL) D-Box EL. 33.15
LEACHING AREA 33.00 Leaching
330 GPD WN DESIGN)l 0.74(LTAR)=446 SF Required To Be Installed On� Chamber
TEST HOLE 1 EL.35.5 TEST HOLE-2 EL.35.5 Sidewall=2(12'+25)2'=148 SF -
table Compoctea�ase I 5ot. EL. 31.00
O LAYER 10YR 312 O LAYER 10YR 312 . : (12'x 25)=300 5 Bedding,,'T"s
VERY.DARKGRAYISHBROWN. VERYDARKGRAY.ISHBROWN o Provided e = I
Bottom Area F nspection Port tf Ertaoyd fef ed Remove&. 12eplaae
........... T Total Pr d d 448 SF & Boffels All Ueisu'iaable,Soak.witM,ri 5 of
2, .... . ....DRGANiCS. '..... 353 3' ORGANICS. ...... 35.3
as Per Title 5 a7�'e Outer:: ?erlmet r of The: Sys#em: t6
AE.LAYER IOYR 4/3 .. AE LAYER 10YR 4/3 -
ACHING CHAMBER EL 24.5
: BROWN BROWN.. All b Schedule 40 U
rn
No Groundwater
LE ER DESIGN
5„ L.OA1biI'SAND : 35.1 8" ..L.OAMYSAND 34.8 - e e Hole 1
• Pipes to e c a Use G e
2 500 Gal.Leaching Chambers in a Per Test
B LAYBR IOYR 5/8 ....B LAYER 10YR 5/8. I Z'x 25'Was hed Stone Field as Shown. DEVELOPED PROFILE OF SYSTEM EL. 12
YFLiO► SH,000..N YELLOWISH.BROWN Groundwater
28, UM SAND-SOME FINES 312 24' MED SAND-SOME FINES
O SC P T.O.B. Standard
' �.o NOT T ALE Per
C LAYER 2.5Y 5/4 C LAYER 2.5Y 5/4
LIGHT OLIVE BROWN LIGHT OLIVE BROWN
MED.SAND AMD.SAND
39„ PERC TEST 32.3 �PVAN OF Mgss9
25 GALLONS GONE IN 4MIN.
�� cy
132'1 24.5 120" PERC RATE<2 MIIVAN(LIAR=0.74) 0 N
'5.5
IE a,
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
1 S$ A
TEST HOLE-3 EL.35.5 TEST HOLE-4 _ EL.35.5_
OLA'YER IOYR 312 O.LAYER l0YR 3/2...
...... .....-. .. .
VERYDARIK GRAYISH BROWN. VERY DARK GRAYISH BROWN
........................................
2' ORGANICS. 35.3 3' ORGANICS 35.3 REVISION: Add Gas & Electric 10 02 17
AE LAYER 1oYR 413 : AE LAYER 1 oYR 4i3 NOTES PREPARED FOR: PREP B Y I T Sit
�'1... BROw7v:: N T LE: I�IR' ARED• e P
5„ LOAMY SAND 35.1 7° .. MYf .LOA SAND.. 34.9 m /''�
. BLAYER 10YR 5/8 B LAYER 10YR S/8 Th SU11 is Propoa7r e1 I /e1 /37 LLOWI$HBROWN.. 1.) is plan is for permitting purposes only. • En ineerin & e d Imp o� is
MED.SANS SOME FINES: ,
1 .SAWSO_VV. _ Brian T Dace / Trustee
25''''' 4 28' " 3.2 2.) The property line information shown hereon was •�
C LAYER 2.5Y 514 C LAYER 2.5Y 5/4 �1 }• inc.
LIGHTOLIVEBROWN LIGHT OLIVE BROWN compiled from available record information. 218 Bumps River Trust iva,,n Consuiting inn. At
No Field Survey has been performed for the
MED.SAND MED.SAND preparation of this plan.
40" PERC TEST 32.2 (508)428.3344 P.O.Box 659 7 Parker Road,Osterville, MA 02655 218 Bumps River Road secl@sullivanengin.com • www.sullivanengin.com
25 GALLONS GONE IN 4 MIN 3.) The topography shown is from Town of Barnstable
120' 125.5 120'1 PERC RATE<2MIN/IN(LIAR=0.74) 25.5 GIS. The datum used is approximate NAVD 88. /'/��+ I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 20 0 10 20 40 80 Draft' JOD Field: a I � ■�7 ab . �Ostervill e) Mass. W
Review: JOD Comp.: DATE: SCALE: (Z
Auryust 18, 2017 1 "=20'
Project: 98101 Project # y