HomeMy WebLinkAbout0195 ROUTE 149 UNIT 7 - Health (7) d (Unit 4
Marstons Mills r4c r
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` TOWN OFBARNSTABLE
LOCATION RQI`1 PkAut'- SEWAGE #
VILLAGE P C I ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. CV1J-C.1/-1F)17 ,/)1 Ajar/cP
SEPTIC TANK CAPACITY �
/,5W 0 �/�.C. K '— �s -/Ll� 11 ,✓'
LEACHING FACILITY: (type) Z �J� NCL . (size) C 20 X Q4
NO. OF BEDROOMS
BUILDER OR OWNER .� a
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within_200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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J&R SALES & SERVICE, INC.
July 24, 2001
Hamhom Realty Trust
ATTN: John Falacci
P.O. Box 1224
Hyannis, MA 02601
Subject: FAST Treatment System
195F Route 149,Marston's Mills, Massachusetts
Dear Mr. Falacci:
Enclosed is the revised Inspection and Testing Agreement for the MicroFAST Treatment
System to be located at 195F Route 149, Marston's Mills, Massachusetts.
The annual maintenance cost of this agreement is $370.00/per year. The cost for the first
year's testing is $340.00. Both will need to be paid in advance to J&R Sales and Service,
Inc and returned with the signed Inspection &Testing Agreement to our Raynham, MA
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.
S' rely,
et M. Whitman
Enclosures
44 Commercial&.
Raynham,MA 02767
Tole.508 823 9565
fax 508 880 7232
Please complete all items marked
including three signatures. Mail
signed original contract to:
J&R Sales&Service.Inc.
44 Commercial Street
Raynham,MA02767 J&R SALES & SERVICE, INC.
INSPECTION AND EFFLUENT TESTING AGREEMENT
Agreement entered into by and between J&R Sales &Service,Inc. (herein called J&R)and the FAST®
System OWNER(herein called OWNER)for the inspection by J&R of certain equipment of OWNER
which is described below.
Upon acceptance of this agreement at J&R's office, J&R will render the following services only:
Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first
inspections beginning These inspections will include:
1) Testing of the sludge depth in the septic tank.
1) Inspection, power testing and clean/replace intake filter of the air blower. "
1) Inspection of the alarm system.
1) Inspect overall condition of FAST®System.
1) Notification to OWNER of any problems encountered.
1) Service other than routine maintenance will be billed.at an hourly rate, plus travel and parts.
J&R shall notify the local board of health and Department of Environmental Protection in writing within
24 hours of a system failure or alarm event including corrective measures that have been taken.
OWNER will be billed standard J&R charges for any parts used in repairs or maintenance. Any
additional labor time will be billed to the OWNER at standard labor rates of$68.00 per hour.
Emergency service between regular inspections will be provided at standard labor rates during normal
business hours; at time and one-half after 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 J&R
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.- J&R 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 J&R.
OWNER understands and agrees that J&R is not responsible for special, incidental or consequential
damages, including loss of time;injury to'person or property, or equipment failure.
OWNER agrees that J&R may enter OWNER's property and have acceptable access to all areas deemed
by y J&R to be necessary or.appropriate for J&R to perform its duties hereunder.
44 Commercial St.
Baynham,MA 02767
Tele.508-823-9566
fax 508 BBO 7232
This is a two-year contract which will be billed annually. All payments are non-refundable. OWNER's
failure to pay invoices promptly or to otherwise comply with this contract may result in suspension of
service, cancellation of contract and/or nullification of warranties, at the election of J&R. This .
agreement is not assignable without the consent of J&R and will remain in force until canceled by either
party through written notice.
MANUFACTURER MODEL NO. . SERIAL NO. LOCATION ANNUAL RATE
Bio-Microbics MicroFAST Marston's Mills, MA $370.00
EQUIPMENT OWNER J&R Sales & Service,Inc.
*Signed by OWNER:
John Falacci :. Signed:
*Address:
195E Route 149 44 Commercial Street
Raynham, MA 02767
Tele: (508) 823-9566
*City: State: Zip: Fax: (508) 880-7232
Marston's Mills MA 02648
Telephone Effective Date of Agreement
OWNER understands that(1) ANNUAL RATE payment is for one year only of this two-year agreement
and is non-refundable; and(2) Current law requires OWNER to maintain a service agreement for the life
of the FAST'System. I HAVE READ AND UNDERSTAND TIDE FOREGOING.
*Signed by OWNER:
Effluent Testing
Effluent sample taken 2 times per year for two years and delivered to a qualified testing lab for
evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for
providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing
performed.
PERMIT:
*(PLEASE CHECK ONE) ( X ) GENERAL ( )REMEDIAL ( )PROVISIONAL
*SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y) or(N) if YES,please attach copy of
permit
( X) BOD5, TSS,Nitrate, Ammonia O Total Nitrogen Nitrate, Nitrite, Ammonia ( )Other:
*Cost for testing:`` $170.00/Visit
Operator assigned: William Everett
Telephone: (508) 400-3868 *Engineer: B.S.S. Design, Inc.
*Approval for Effluent Testing
Homeowner's Signature
AAMA4NSP 2..wpJ'
05/10/02 08:04 Z 5085480350 LCR,, INC P.04
1-888-450-OMNI (508) 548-0343
w.rlC-r-(.,A PT COD,MA-In. MWIFACTURM- CAPP*(_,'0L)..A1A,YV.
P,0.Box 128 Falmouth 74hmology Park-(y0ente Precast
465 East Pabnaulh Highway M Thopmu B.Landers Road
East Falmouth AYA 02536 OMNIWIlor East Falmotah,MA 02.5.36
E'll 0-0.it moil to 1 Systems,Inc,
M410TENANCE AGREEMENT
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Property owner: Bayside Building, Inc, Property Location: Unit 2, Herring Run, Route 149
Address: P.O. Box 95 1 own: Marston Mills
Property Phone: N/a
City,State Zip: Centerville, MA 02632 Alternate Phone- 508 771-1040
Start Date: 5/g/2002 End Date: 5/9/2003 Terms: $350.00
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Terms and Agreement for Standard and Preventative Maintenance
OMNI 2000 Recirculating Sand Filter
You are hereby authorized to render.,Standard and Preventative Maintenance for the OMNI 2000
Recirculating Sand Filter listed at the. above address for the contract period of (1)Year(s). This
agreement may be extended by the land owner for an additional agreed upon term by providing OMNI
Environmental Systems, Inc. with 30 -days written notice of intent to extend. OMNI Environmental
Systesms, Inc. will provide the land owner with 30 days written notice of its then current pricing schedule
should the land owner elect to extend this agreement.
The agreement consists of all Standard and Preventative Maintenance listed In the Operators Manual.
The OMNI 2000 Recirculating Sand Filter has a 3 year n7anufacutre-5 warranty against all defective
components including parts and labor.
This agreement includes semi-annul site visits and does not include costs occasioned by neglect, misuse
and accident or consurnables. This agreement does not Include travel costs for the Islands any
locations not within a 20 mile radius of East Falmouth,
In consideration of the services contained in this agrrement we agree to pay OMNI Environmental
Systems, Inc. the sum of$$350.00 for the above maintenance agreement. Payment is due 10 days from
Invoice Date. This agreement is not in effect until payment has been received by OMNI Environmental
Systems, Inc.
This agreement is not assignable by either party without the prior written consent of the other party and is
neither non-cancellable and non-refundable.
/C/X 1/t/ 7 DIOCE
Please Print Name
��f F,—e5e— 40�,40 2-
Au�YizeiEl tignaTuM at Land Owner's Signature Date
OMANEnvironmental Systoms, Inc.
05/10/02 08:03 a 5085480350 LCR, INC P,02
1-868-450.OMNI (608)648-6424
OFFICE
P.O, Box 128 OMNlnlrl• MANUFACTURING
465 East Falmouth Highway Falmouth Tochnology Park
East Fahnouth, MA 02536 tr>'ironn�cntaf Systems,Inc. East Falmouth, MA 02538
t
May 10, 2002
Attn: David Stanton
Barnstable Health Department
200 Main Street
Hyannis, MA 02601
RE: ROUTE 149, LOT 18, UNIT 4 BARNSTABLE, MA
Dear Mr. Stanton:
The OMNI 2000 Recirculating Sand Filter at the above referenced address has been
installed and is operating in accordance with the engineers design plan. It has a
maintenance agreement in place nd will be maintained as outlined in the attached
"Maintenance Agreement".
If you have any further questions don't hesitate to contact us.
Sincerely,
Matthew C. Costa
CC: John Bowes, Bayside Building, Inc.
i
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D.E.P.Certified Wastewater Operators
Recirculating Send Filters
Manufacturing • Testing • Maintenance • Installations
DEC. 3.2002 1:58PMa3iQBRYSIDE.BUILDING C0.5087750155 I,CR, ill`�a-34 P.4i6.e5
1-848-450-0MNll (508)548,0343
nrFtr, G:�fPf;Cr.9n,IWAS£ ,I f _ dfANrtt";!r` VjHN0 174PB COA MARY,
A0,PeAw 128 �?�;} /itraiaurll]kelrnol v�lar+��fEilA4rrr A1rrx+rl
�61aar!'nMruullr 1lll,}maJ , S2f171romgs fl.Lfrnrlrtn�7Rfl
ValePoftnopelr,,SSA 01536 O kawFalarouth,arA 02SJ9
EnviranRiental Inc.
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Property Brian T. Dacey Property Lot 16—Unit 4 Route 149
Owner; I �ocgtlenf
Address: P. O, Box 95 Town, Barnstable
Property hhons; N/A
city, Centerville, MA 02832 Alternate Phone: N/A
State Zip
i ��( } ,{„ 'p,l�iii�11'. IlrRii:��'i?IIIi�G�`�rl�#Il�l�ni�;;ln;r'�f�lp'iii�&�;,''{Ir��,:
P &; ,r.`, IN�'� IlV�f I,ni{ I I' .)
�l{IG!' r d,l I ,} nl i'i i�'I I;;c i�i ,�:.:,,t f I,I ,.. :.__ ." ,rdrd'„,i,:7� c I ��AhI ua•,t.l' r} 4 d�
FI,� '1,L11
S►arr 07/11/02 End 07116109_ Per $0.00 Total Cost
We; Date; Inoldent
Terms and Agreement for Effluent Testing
l -
OMNI 2000 ROclrculAting Sand Filter q ;
You are hereby authorized to render Effluent Testing for the OMNI 2000 Roclrculating sand Alter listed
at the above address for the contract period of tWo year@, This agreement maybe extended by fhe-
landowner for an additional agreed upon term W providing OMNI Elnvironmental Syetems,In4:with 30
days written notice of Intent to extend. OMNI will provide the landowner with notice of it's current pricing
schedule should the landowner elect to extend this agreement,
This agreement consists of bi-annual testing for:Total Suspended Solids(EPA 100.2),Total Nitrogen
(FPA 360,1-351,4), Total Phosphorous(EPA 3e5,1)and 131oehemical Oxygen Demand EPA(405.1). All
testing shall be performed by a laboratory cortifled by t11e Commonwealth of MaeRNchusetts. OMNI
Environmental systems, Inc,shall provide the landowner and local approving authority with teal results.
In consideration of the services contained In this agreement we sires to pay OMNI EnvironMe6ta1
SysteMs,Inc.the sum of$350.00 per Ipcident. Payment is due 10 days from Invoice date, This
agreement is not In effect until payment has been received try OMNI Environmental Systerns, Ina
This agreement is not assignatble py alther,party without prior written consent of the other partraritl is
neither non-cancelable nor non-refundable,
Please Print Name
W ,a 16 Z
Ix d Ig na ture Dote Land Owner's Signature pate
MN1 Envirunmant4i Systoma,lna.
r IL
Health Complaints
26-Jun-02
Time: 2:00:00 PM Date: 6/25/02 Complaint Number: 3496
Referred To: DAVID STANTON Taken By: THOMAS MCKEAN
Complaint Type: TITLE V SEWAGE
Article X Detail:
6
Business Name:
Number: 195 Street: ROUTE 149 "l
Village: MARSTONS MILLS Assessors Map Parcel:
Complaint Description: AT THE HERRING RUN PLACE, THERE IS A
CANVAS COVERED SEPTIC COMPONENT.
PEOPLE ARE LIVING IN THE HOUSE
THERE. CONCERNED SOMEONE COULD
FALL IN IT IN THE DARKNESS OF THE
NIGHT. AT ANTOHER SYSTEM, THERE IS
AN OPEN PIT AND LOOSE COVERS OVER
OTHER COMPONENTS
Actions Taken/Results: DS VISITED LOCATION. THERE WAS A
FAST SYSTEM COMPONENT OPEN, BUT
ONLY WITH A SHALLOW DEPTH. I CALLED
ASSURANCE CONSTRUCTION, AND THE
SECRETARY WAS GOING TO FORWARD
THE MESSAGE TO HAVE THEM COVER UP
ANY COMPONENTS WHEN THEY ARE NOT
THERE THAT COULD CAUSE A SAFETY
HAZARD. THE TANKS WERE COVERED AT
THE LOCATION I VISITED. THERE ARE
SEVERAL DWELLINGS GOING UP IN THAT
AREA.
Investigation Date: 6/25/02 Investigation Time: 4:00:00 PM
1
Stanton, David
From: McKean, Thomas
Sent: Tuesday, June 25, 2002 1:51 PM
To: Stanton, David
Subject: Uncovered Septic System Components
The C-O-MM Fire Chief called. At 195 Route 149, Herring Run place, there is a canvas covered septic component.
People are living in the house there. He is concerned someone could fall in it in the darkness of night.
At another system, there is an open pit and loose covers over other components
1
1-888-450-OMNI . (508) 548-0343
OFFICE MANUFACTURING
t P.O. Box 128 Falmouth Technology Park
465 East Falmouth Highway 520 Thomas B. Landers Road
East Falmouth, MA 02536 nvirorrrtent> lSySter �, nC, East Falmouth, MA 02536
August 27, 2003 EE
Mr. Thomas A. McKean, Health Agent Barnstable Board of Health 200 Main Street
Hyannis, MA 02601
RE: Recirculating Sand Filter Systems Operation and Maintenance Inspections
Dear Mr. McKean:
Enclosed, please find the copies of the Recirculating Sand Filter Systems Operation
and Maintenance Inspection Checklist for the property located at Lot 18, Route 149,
Unit 4 Herring Run, Marstons Mills, MA.
If you have any questions or need additional information, please contact me as soon as
possible.
Sincerely,
M t e sta, President
NI Environmental Systems, Inc.
Encl. RSF System Reports
D.E.P. Certified Wastewater Operators
Recirculating Sand Filters
Manufacturing • Testing • Maintenance • Installations
Massachusetts Department of Environmental irotection
Bureau of Resource Protection-Title 5
RSF System operation and
Maintenance Inspection , Checklist
A. Installation & Service Information
�o� jg o�z
Facility t Ad re Date of S ce.
RLf
City e - Operatod l Fi
Inspect¬e if B. Septic•tank(s)
pumping is required.
Inspect&clean effluent Sludge Pumping Required: Yes❑ No❑ ❑Sludge Depth:
tee filter.
Effluent tee filter. Yes No❑ if yes, inspect &clean at least yearly
Clean as necessary. C. Recirculation tank
Inspect for sludge.
[ICheck if sludge accumulating Pumping required: Yes❑ No�
Odor problems:Yes❑ No if yes,description
Inspect for sludge. D. Equalization tank (if installed)
❑Check if sludge accumulating Pumping required: Yes❑ No❑
inspect pumps& . E. Pumps, switches, floats, alarm system
electrical switches,test
as necessary.Run Pump Inspections(ail units)
If problems,describe
pumps in manual Test pump alternator,or record hours
mode.Record readings Hours,of operation
from meters& Float switches
counters. Check all switches for operation
Test-alarm
If non-functioning,corrective actions)
Note if weeds& F. Recirculation Sand Filter
debris are present on
bed.Clean/maintain Inspect for ponding Ponding Present:Yes❑ No
bed surface to allow ❑Clean bed: Yes❑ k,No )
proper operation of the
system. ❑Distribution pipes Flush:Yes;❑ No❑ Bntsh: Yes❑ No❑
❑Check head loss in pipes
Headloss and comments
-G. Sample Collection
Yes❑ No ' \
If yes: ❑BOD ❑TSS ❑pH ❑TN []Other
LLiMassachusetts Department of Environmental Protection
Bureau of Resource Protection -Title 5
RSF System Operation and
. Maintenance Inspection ,Checklist
A. Installation & Service Info mation
I, -OILV Wo Z
F ility Sire t o r s Dale of Servi e
City Operator/O&M Firm
Inspect& note if B. Septic tanks)
pumping is required.
Inspect&clean effluent Sludge Pumping Required: Yes❑ No❑ ❑Sludge Depth:
tee filter.
Effluent tee filter: Yes❑ No❑ If yes, inspect❑ &clean at least yearly❑
Clean as necessary. C. Recirculation tank
Inspect for sludge.
❑Check if sludge accumulating Pumping required: Yes❑ No
lwe( .► T�4�/k
Odor problems: Yes ❑ NO❑ S C� l�If yes,description
Inspect for sludge. D. Equalization tank (if installed)
❑Check if sludge accumulating Pumping required: Yes ❑ No❑
Inspect pumps& E. Pamps, switches, floats, alarm system
electrical switches, test
❑
as necessary. Run Pump Inspections(all units) _ ___
It problems,describe
pumps in nianual ❑Test pump alternator, or record hours
mode. Record readings Flours.of operation
from meters & ❑ Float switches _
counters. Check all switches for operation
❑Test alarm
If non-functioning,corrective aclion(s)
Note if weeds& F. Recirculation Sand Filter
debris are present on
bed. sClean/maintainrepresent
to ❑ Inspect for ponding Ponding Present: Yes❑ No❑
bed surface to allow ❑ Clean bed: Yes❑ No
proper operation of the
e No Brush: Yes❑ No❑
system. Distribution pipes flush. Y s ❑
y ❑ Dlst p p .;❑
G& ❑Check head loss in pipes _
C-U 1 I leadloss and comments
i� G. Sample Collection
',M� ) /Vt +�1 Qusl►�g P
Yes❑ No❑
If yes:PkOD ASS ❑pli ❑TN Aother �jv
C.15 V�1 1 V w to,0- r- c� M
e C cc �� 4- o � 4-im e
LlMassachusetts Department of Environmental Protection
Bureau of Resource Protection-Title 5
RSF System Operation and
Maintenance Inspection , Checklist
A. Installation & Service Information
Factl' Street ddss 1 Date of A� o
1..
City Operator/0
Inspect¬e if B. Septic tank(sj
pumping is required.
Inspect&clean effluent Sludge Pumping Required: Yes❑ No Sludge Depth: _
tee filter. I A .
Effluent tee filter. Yes No❑ If yes, inspec ]&clean at least yearly
Clean as necessary. C. Recirculation tank
Inspect for sludge. (�
[I Check if sludge accumulating Pumping required: Yes❑ No Tl
Odor problems:Yes❑ No If yes,description
Inspect for sludge. D. Equalization tank (if installed)
❑Check'If sludge accumulating Pumping required: Yes❑ No❑
Inspect pumps& . E. Pumps, switches, floats, alarm system
electrical switches,test
as necessary.Run Pump Inspections(all units)
, If problems,describe
pumps in manual Test pump alternator,or record hours
mode.Record readings Hours.of operation
from meters& Float switches
counters. Check all switches for operation
[I Test alarm
\\ If non-functioning,corrective action(s)
Note if weeds& F. Recirculation Sand Filter
debris are present on tz
bed.Clean/maintain 171 Inspect for ponding Ponding Present Yes El No
bed surface to allow ❑Clean bed: Yes❑
proper operation of the
system. ❑ Distribution pipes Flush:Yes.[] No❑ Brush: Yes❑ No❑
❑check head loss in pipes
Headloss and comments
-G. Sample Collection
Yes❑ No
If yes: ❑BOD ❑TSS ❑pH ❑TN ❑Other
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: c1_1
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppIication for �Diopooal 6potem Con!5truction Permit
Application for a Permit to Construct( )Repair )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
C•r�h
Location Address or Lot No. / 9J! (f.��/gy p a Owner's Name,Address and Tel.No. {
17-Ae iy'9 4"tor"I'll Vic, st&e_ ?u 0dLN q
Assessor's Map/Paz el � 0�1 y�/��15 � D DK C1,5
7MY ,,` � �v I 3
Installer's Name,Address,and Tel.No. J-0 e-77/-7/lb Designer's Name,Address and Tel.No. e_l-d f-5410—.9 90,:7—'
a2
Type of Building:
r-15w7-eT1_i_nT_) No.of Bedrooms 3 Lot Size//�sq.ft. Garbage Grinder( )
er Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow .3 3,) gallons per day. Calculated daily flow=� �D= ,7/ gallons.
Plan Date //_7/9 66 l) Number of sheets oZ Revision Date ,/
Title FZ2 ;E&&Z 4uafez wka4, SrJ6�i��2
Size of Septic Tank /�6 0 �&-OA Type of S.A.S. .CA S
Description of Soil I - `` l>114 /,J� 9-a?.Y" L5 L DA-/1f SAXI
((rl i�.L �1/ r ,- n y -_3 (o / /_a sfl lugcl2�a y c
9
Nature of Repairs or Alterations(Answer when applicable) A eQA)��4 L i f Q6c�
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Tit of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue / is Board Health. DESIGNING ENGINEER MUST SUPERVISE
Si ned t-- TALLATION AND CERTIFY IN T
g
Application Approved by INSTALLED-INS "T/22j- ;L
N.
Application Disapproved for the following reasons
Permit No. Date Issued d
FeO
irt i THE COMMONWSALT— OF}'MASSaACHUSETTS Entered in computer: -✓
y f t^ Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB-LE,. MASSACHUSETTS,
s a �-
* y--- - ZIPPItrattod for Migpogar pstem Conotruction Vermit
r Application for Permit to Construct( . )Repair( )Upgrade( )Abandon( ,_) '❑Complete System ❑Individual Components
Location Address or Lot No. jj#'o 7 ,cr � Owner's Name,Address and Tel.No.
Assessor's Map/Paz el oc_ aff
1` Cle-" r v 1 f, to 3
Installer's Name,Address,ind Tel.No. op`77J-7 y/t5 Designer's Name,Address and Tel.No.
f�vt�P �X�'A✓s��i�� Sss vP.��y,� ...t.��, 6
i/d �-� icy �z��ve wee 2�scs k?n
Type of Building: ;
7_21 wellin No.of Bedrooms 9 Lot Size .��. sq.ft. Garbage Grinder( )
er Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures +.
Design Flow �) gallon`"per day. Calculated daily flow �6_ a_/ gallons.
Plan Date //o 7/9 A6 n Number of sheets f. Revision Date G
i Title Asrn
I I - I I ��s� a _Sr _��J,�e�A� �v�,�� i oi_-%-�_/
Size of Septic Tank 'I "60 �L1//D�� Type of S.A.S. �`A T 7;f ' !
t Description of Soil 6 - IJ 6,14L / " Z5 444M .� AJ • CF
Nature of Repairs or Alterations(Answer when applicable) AX &AJ:5�4jn'-f/4�e�
i
Date last inspected-
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r
in accordance with the provisions of Title of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issuedP. fis Boardof-Health.�
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No ,2�U /— �llj Date Issued
- —————————————————- -———————————————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Comphance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(a/SRepaired( )Upgraded( )
Abandoned( )by A ?�J2f/zi/�P
at LlAri j� J �'.r 2Ue- -,�9 .GI411i1AJIA4%;(A has been constructed in a cordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. t)n 1�.3`I/� dated ?S 0 2-
Installer Designer
The issuance of.this permit shall not be construed as a guarantee that the sysigm,lwill f nction as de ig ed.
Date �� l . 1 u'41 Inspector _�.)). 1 .
4 ,
------G---------------------------------
r��
No. ._[oo / Fee -.;fZ4�-
THE COMMONWEALTH OF MASSACHUSETTS
r PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
i
Mtoogal 6p.5tem Cottgtruction Vermit
/
Permission is hereby granted to Construct(J )Repair( )Upgrade( )Abandon( )!
System located at 41A0 ` /��-le /`�f� .-f—i �Jt VI_s
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
a
Provided:Construction must be completed within three years of the date of thispermit.
Date:S'02 Approved by
SEWA. SYTEM & OMNI 2000 RECIRCULATING SAND
FILTER PROFILE & DETAILSG S
,.
NOT TO SCALE
4
0 3 ,
s 5 NOTE: RISERS AND COVERS TO WITHIN 6 OF FINISH - GRADE
1 '
rr
6 PINE BARK MULCH OMNI 2000 RE-CIRCULATING SAND FILTER
01
q .
2 MODULES REQUIRED
FILTER FABRIC COVER
(NO SUBSTITUTION)
e�
l
C.: AIRATION HOODS
a►� FIB ISI-, ,�ADE-65.0
(3) ..COVERS TO GRADE
8
a
O
F.FL.=66.8 1.5" PRESSURIZED LINE
-
SEPTIC »
7 r & _
3 PVC RETURN LINE
EFFLUE.'JT �1L fER . TANK 64.4
6
.; 5.0
GAS B;�FFLE TOP OF
.. RECIRC. '
R.S.F.
Acme f recas( Model PL122 _
TANK- 64.3 FINISH GRACE 65.5
ISL,FP P
- - E 29m
,
R.S.F.
I
4
L •7..
7 >•60. :'
t' MOD
ULE
U__E.. I
FLOWa "
_ I AC L W a _ .- -- ,. . � - 3 PEASTONE 61,15 1c, SPLITEY MAP HOUSE - �L,L wv. 61.0 60.75 61.83 �1
JT - m ,
I --�'• 1-1/2 -PVC
>.1 ))=60)
4 0 �C, 60.45
GAS .
-- ..
I LIQUID
BAFFLE . . •• '• ,: ' •• -
. � AC
s ° 62.7
e
LEVEL pc I d .
�L I 24 HR. RES. ., ,. PUMP ON
HIGH WATER ALARM - a„
- d ,: 4 3 .4 T 1-1 2 •.CRUSHE'D,
to
60.40
o r a WASHED STOtd"t d
I - :. a -
_15)0 GALLON SEPTIC TANK �, „ I PUMP ., .a ., a
LOW NVATER SHUT OFF ; OFF I 4 . . .. ' d - . ..
SET LEVEL 1000 GALLON OMNI 2000 - - - - - - - �-
'� I I � L-III-I I C I - - I
-
FILTER . RECIRCULATION TANK 60.7 rr�•��T. rrT--I �rr �
EFFLUENT OMNI 2000 PUMP CHAMBER BOTTOM
TT �r {r-�7�r�nr �T
(NO SUBSTITUTION) S®1L A13S R TTOZVSYSTEM
By. Zoeller OM 250 GAL:PUMP CHAMBER
BY-PASS ORIFACE -�
° k NOTE: TIMER AND . EVENT COUNTER
DESIGNED BY OTHERS
e: CHECK VALVE � »
SHOULD BE MONITORED FROM
2 30 LONG, 1 .00 DIA. PVC LATERALS
CONTROL PANEL „
DESIGN SPECIFICATIONS-
EACH WITH TEN 1 /4 DIA. HOLES SPACED
3 O.C. ALON
G PIPE INVERT.
Sand Filter Media 24 , rTlln. depth <1% #200 sieve, 2 mm to 4mm size
r r
AVERAGE DAILY FLOW . 55 a � er =person/per Qer bedroom TRENCH IS 65 LONG 2.7 - WIDE WITH
� A .,P /p P /, ,
O - „ c: DESIGN CRITERIA ' EFFECTIVE Wastewater strength B�v5 230 rr�g/� t.rr/residential 2 CFF�CTIVE . DEPTH. .
Re-Circulation 3
Ratio . . . . . 4: 1 NUMBER OF BEDROOMS
R , Of
Re-Circulation Tank Size . . . . 150/0 .of d si n flow Use a 1000 al. tank) PERSONS PER BEDROOM 2
Re C 9 � 9 55
Rate(Residential) L•)ad nc . Rate d sf 1150 BODS 5 g d s�
DAILY FLOW PER PERSON
Sand Filter Loading Rate(Res ) _ (qp / ) / ..P / 330
. 1fOTAL DAILY FLOW ,
_ . r.
f r45.9 s ft. 33o gal. c� 0.74 aI. s,f. SOIL EVALUATORS LOG
- Sand Filter `Surface Area SA-I low r.pd/Loading. Rate gpd/ t2 LEACHING ..AREA REQUIRED q ( 9 9 / )
46.3 s . ft, Depth from Soil Soil So'�il Soil Other
� 330 d. ,, d sf - 66 S.F. REQ. 69,3 S.F. PROVIbED
LEACHING AREA PROVIDED - q
qp �. gp / � ) - Surface Hor. Texture Collor Mott.
L� 330.26 d 446.3 C>~74 Relative
LEACHING CAPACITY PROVIDED g p• • ( )( )
(Inches) (USDA) (Mrunsel) Factors
Z ,, .
_ 0 d
. 3..�� � •rx330 x 103% 1 65
Re Clrciatation um Size L _: � )� __9P
a pump
.� ., CALCULATIONS DEEP_ OBSERVATION HOLE
69:0 t E #3A
D 68.; 5 co 60 min. cycle ,r
0 -9 oA L S
- B30TTOM /ew ,
r�-
Use �,. ' a Mod�'I ME40 or equal 65 aa,s. Ca? 12 TH ,
co 2..7_ x65 x0.7 1
t
_ � n , r, 135.4 If x 2 x 0.74 200..9 a.
AS5E a . :_
� 67.0
Z , 36 C1 L S�. AN
330.26 . ;.d. 0.74 44�.3 s f
/ D GRAVEL
o
9 / . .
c
w OMNI 2L�i0 0 RE', CIRCULATING
R
� GENERAL. NOTES _
SAND FILTER.. (2 MODULES REQ.) ry f 36 120 C2 F S
r sr ELEVATIONS SHOWN ARE
0`�°� Pv�ODU,_I= PIPED,, BACK TO o� , � 1. ALL
X6 . 68-�^ N 33
` ASSUMED. 59.0
SEPTIC :TANK o 2
E
, ... . ,. � 2. ALL PIPES IN THE SYSTEM TO 83E
K TO DEEP -
oI�E MODULE PIPE) BAP ss ,� _ � � 62.o EE OBSERVATION HOLE E 2
��^ � � , s �\ FEMALE CAST IRON OR SCHEDULE 40 RE-C,:,.,l,L ATIO TANK :•, .,
ADAPTER � 0 -6 OA S L
�:� � , � ..... ,N w/PLUG
3. REMOVE ALL UNSUITABLE MATERIAL /
1. , -� N_WT `.�� w r
_ BENEA H THE INVERT ELEVAPOIN
1 TO ADE `��� D
! ► TAN h »
_500 GALLON SEPTIC TANK`., � ��
2 r``,, o• FOR A RADIUS .OF 5 AS PER .310CMR 15.255(5) 6 -24 B L/S
_ o.�
L Gq ,X AND BACKFILL W CLEAN COARZ'SE
�?
RAGe � /
n 7p 60.0 » »
>- 3 D 45 BEND GRANULAR MATERIAL. 24 -14
OMNI LOGO RE-�CIRCULATION TANK as E,;,,• � 4 C M/S
X65.0
v,• 6 4. ALL BACKFILL SHALL BE CLEAN
PUMP CHAMBER (o
U COARSE GRANULAR MATERIAL FREE
69.OX Q ,
>> 45 BL.ND FROM DEBRIS & LARGE STONES.
•2 -- r
89.8 '� ,
,- ti 5. CHRISTOPHER COSTA & Assoc.
4: > R 6 a 4 PIPE '"* 50.0
t : : --•� _ MUST BE NOTIFIED WHEN THE
p _ s
PST h OF tiJ
_ � � ; , ,� ,� h'ov otii CLEAN OUT SYSTEM IS INSTALLED. PRIOR TO) •"'��'�
---r e SF r
r , �0 9� PERCOLATION RATE _ <5 MIN
, ;: F•v - �° - z .rv. v _ ti� MIN./INCH
ri 6s ON DETAIL AI L BACKFILLING FOR INSPECTION. ouGLA r
- , .e �.., CONNECTION -yo ,scr, � S N
t NEIDER m DEPTH TO GROUNDWATER NONE ENCOUNTERED qoF NOT TO SC/,,LE ! CIVIL
I y,�4.3 6. UNLESS OTHERWISE NOTED ALL .� rva. ►
�; OBSERVATIONS BY. BARRY
-�� � < .OX � ' .9 , .. SYSTEM COMPONENTS SHALL BEE �. �,
o� ��65
s P 6 ® s'0„C �o
.-� / , aa� INSTALLED IN ACCORDANCE WITIH 'srER
TAKEN BY:
s •y \ � Jw ®s``ssi f ,, .�. LAWRENCE PERRY
\> ANAL E�
�, ,. -�. ,, s .� -. �q.• MASSACHUSETTS TITLE V SANIT,ARY
_r ; .� DATE T 7/22/99
,q� - `� SEWER CODE AND LOCAL RULES E5TED.
MAY BE APPLICABLE IN ,A
Q WHICH
�- (0 k
F _ WORKMAN-LIKE MANNER.
» 7. THIS LOT IS NOT IN THE FLOOD PLAIN.
L}
.� INSTALLERS",. ., NOTE TO INSTALLS
8. A GARBAGE GRINDER .WILL NOT [BE , I
CT)
B l INSTALLED ON THE SYSTEM.
6 I
0 d ti 9. NO CHANGES SHALL BE MADE T(0 THIS PLAN
• YOU MUST BE AN 0,�1N1 ENVIRONMENTAL SYSTEM_.
/ ,-�""� CERTIFIED INSTALLER. YOU CAN BECOME CERTIFi _D
WITHOUT PRIOR APPROVAL FROM I CHRISTOPHER
L, w r
DEAD •✓ r
- � COSTA & Assoc. '
AT THE TIME OF INSTALLATION. PLEASE CONTACT
END a DIG-SAFE SHALL BE NOTIFIED FCOR THE PROPER
�- �% _ � _ 10 D APPLICANT. BAYSIDE BUILDING CO., INC.
OMNI AT 1-888 450 OMNI FOR DETAILS of
If 1 LOCATION OF EXISTING .UTILITIES PRIOR TO ANY
<:L w
err, R EXCAVATION. d' P
�a PROPOSED DWELLING LOCATION
/ 5 11. OMNI 2000 PRODUCTS AVAILABLE-THROUGH R
�,-
o STOP.-1ER
OMNI ENVIRONMENTAL SYSTEMS' SAT 1-888-450-OMNI PROPOSED SEWAGE SYSTEM LOCATION
0
I-- � 6 z� STA I
/ „ . � O 1 BE LOCATED f
12. OMNI 2000 CONTROL PANEL 31 ;05
INSIDE DWELLING IN A ;VISIBLE & AUDIBLE LOCATION. �
I I r
_.. 14. ONLY OMNI 2000 BIO FILTER CODMPONENTS �� ( lV /V
S LOT 18, UNIT 4 ROUrPTT7 149
NO SUBSTITUTIONS
R E VI SI O�J S
I ,
I
BARNS
TABLE MARSTONS MILLS
), MASSACHUSETTS
PLAN VIEW l .
SCALE. AS NOTED DATE: 4/9/02
�.-. SCALE: 1 = 20
CER TIFIED P1-0 T PLAN` & TOPOGRAPHY
_ ; DRAWN BY: JAB
r , 4 � CHECKED BY. C.C. JOB NO..
:
__ DONE B Y.
PROS SPOT ELEV. -- -X60.J -, ,
CHRISTOPHER COST
:� � rA F ._
A � assoc."
nK EXIST. SPOT ELEV. = r,
XJ6.0q• The site is situated in Flood Zone G
13SS DESIGN 1 4/23/02 Change Systek Location JAB P.O. BOX 128 465 E. FALMOUTH HWY.
'=POP. CONTOUR = +� 46 /
tRI 1
_ MAP No. oarE - oEs, PION BY EAST FALMOUTH MASSA
EXIST. CONTOUR �-,,,.�..46 ASSESSORS Mr\ #78 LOT 18 ..�.. .m CHUSETTS
I
I: