HomeMy WebLinkAbout0015 OLDHAM ROAD - Health 15 Oldham Rdlad
120-079 Ostervitte
SysJ terns-j Inc. - N,( /
Box -121S
45 Enuirvnrirenirsl Systems,Inc.
September 5, 2008
Peter Marney
15 Olhham Rd
Osterville, MA 02655
0
RE: OLDHAM_15_BARNSTABLE--Services Contract
Dear Mr. Marney:
Congratulations! Our records indicate that you have successfully completed your testing requirements.
We have submitted all required information to the authorities informing them of completion. At this time
testing of your system is no longer required and your account has been adjusted accordingly.
OMNI Environmental Systems, Inc. OMNI is leased to be our service provider
y (OMNI) p y o der and we always welcome
P Y
comments and suggestions from our clients on how we can better serve you.
You are now eligible for maintenance options. Due to completion of local requirements for testing
you are now allowed to choose from the following maintenance options:
1. Quarterly Inspections—includes four(4) inspections a year at a cost of$350
2. Semi-Annual Inspection—includes two(2) inspections a year at a cost of$200'
3. Annual Inspections—includes one(1) inspection a year at a cost of$150
The fees a.a structured according to work items required due to the length between service inspections.
Atihe tech ology proprietors we recommend a maintenance frequency of four(4)times per year to
JI preaent an or catch issues before they become problems and ensure proper system performance. The
00
ab&e fees re for inspections and reporting only,they do not cover any costs for emergency
visift or se es.
4Youca a curre~ receiving Quarterly inspections. Please contact our office if you wish to change your
C'servi a plan.
w L o-
Plea9remem er, the key to a proper functioning septic system is proper system operation and
thaint ance. To learn more about OMNI Operation and Maintenance Services, and what you can do to
-keep rur system functioning optimally, visit our website at www.omnirsf.com for more:information.
If you have any questions, please feel free to contact me.
Sincerely,
Joseph R. Smith, Operations Manager
OMNI Environmental Systems, Inc.
Cc: Local Board of Health
p
r .HIV
V `
� A
I V' i
No. , Fee 1 U
I lb b �
THE COMMO ,4LTH F ASSACHUSETTS Entered in computer:
Yes i/
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MA$$ACHUSETTS
ZIpp irdtion for Oigool *pztem Con0truction Permit
Application for a Permit to Construct(--I Repair( )Upgrade( )Abandon( ) e omplete System O Individual Components
Location Address or Lot No. IS c31A vY% 9A Owner's Name,Address and Tel.No.
Os��u t 11e. t'(Y�krney
Assessor's Map/Parcel Z d��7 9 a 0.
111k. I
®Z. 5
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
S�%V-rN L t`\��n"J
�el'1�1{d �,o
Type of Building:
Dwelling No.of Bedrooms Z Lot Size Q 79R sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3�1 gallons per day. Calculated daily flow ZZ O gallons.
Plan Date 11] y S Number of sheets Revision Date
Title Se 'i ems .
Size of Septic Tank 1500 t ZSF Type of S.A.S. Qx ZS' w/ Z- S50 Cot- (VY-Olo0`5
Description of Soil, O-0? sy e r SA r S;nd I Z-1 zoo, C IqV-er M ed `>t n cA
no og -� f
Q C Zrnt�n/;n (o9t3Ll
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction a aint ance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of theF ' nmenta ode and t e the system i peration until a Certifi-
cate of Compliance has been issued b ealth.
Signe Date
Application Approved by Date
Application Disapproved for the following r64ns
Permit No. Date Issued
�} a� Yj� �� � ' � U�•� ' � Yam. 1 I
No. i 1/ / / G__.,, �r,f / "1 /,,/, y!� ., ,"40 Fee C
E. *.� THE COMM LTH OF MASSACHUSETTS'. Entered in computer:
Yes
' PUBLIC HEALTH DIVISION-"TOWNjOF BARNSTABLEsz A—U-1 CHOSE S
t
Yication for iopogar �p�tem Congtruttion Permit
Application for a Permit to Construct(i)Repair(` )Upgrade( )Abandon( ) O G'omplete System ❑Individual Components
Location Address or Lot No. t5 0110�Grh K Owner's Name,Address and Tel.No. -
Os-l��ille
Assessor's Map/Parcel 'Z�_��9 a,0,B(A Z cl
e,li 1 Yr1W OZ(OS
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
S�t\, n c ,�e-0�,^J
�10
O J^ V�n�O�L
CAec\); bZCaSS SO$ -928- 33Ny
Type of Building:
Dwelling No.of Bedrooms Z Lot Size /7 29P. sq.ft. Garbage Grinder( )
Other. Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 331 gallons per day. Calculated daily flow ZZ O gallons.
Plan Date 14')� Number of sheets Z. Revision Date
Title Pnaor�A `! - c Sys�e v►-1 a
Size of Septic Tank I Sod P.ST Type of S.A.S. 2 x Z S" t,,/ Z - S50 (vA�
Description of Soil O-I Z Gv e sA\7 SA,mac( i Z-i zo' r 1 c,rD r ✓n rc.( �-a n c1
n0
Nature of Repairs or Alterations(Answer when applicable) /
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and m- ntePhance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the) nvitromenta ode and of to-peace the system in-operation until a Certifi-
cate of Compliance has been issued by this Boaz of Health.
Signedr� 1� - �. Date 1 /
t
Application Approved by- 7(K,'` � .;%( .�5 g ` a�'--',j� r�' . , .�C,`� Date
Application Disapproved for the following reasons
Permit No. Date Issued /7�
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(✓)Repaired( )Upgraded( )
Abandoned( )by -
at t S Otd hr,rY\ Re3, . z GY_e r�'A e has been-constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. X '7,-4 � dated
Installer Designer v ,�
The issuance ofla
this permit shall not be construed as a guarantee that the sy eem`will.function as)designed. t
Date H O Lr Inspector 11
---------------------------------------
No. //?��J Fee
' THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS
.'Mi.500al *pgtem Construction Permit
Permission is hereby granted to Construct(i)Repair( )Upgrade( )Abandon( )
System located at l5
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.
x
Provided:Construction must be completed within three years of the date of this permit.
Date: Approved by
4 rr, V
TOWN OF
LOCATION: s"
VILLAGE: le( ;MeS
PERMIT # : 2003435-
INSTALLER' S NAME: .96
INSTALLER' S PHONE # : Z—
LEACHING FACILITY: (type) If.Z -gjy2 4,Vsize)��[�(�
NO. OF BEDROOMS: T
BUILDER OR OWNER: / P
PERMIT DATE: // �03
COMPLIANCE DATE:
x
DRAW DIAGRAM ON BACK
Fr
,y ggax. ;t 1
�f
Y
rl
a
d�fJ
TOWN OF .
LOCATION:
VILLAGE:. Cf i 7
•'4 .
yN1a 0-7�) . PERMIT # 0043s� .
INSTALLER' S NAME:
Tm-
INSTALLER' S PHONE
LEACHING FACILITY: (type) ��� ��/ ��y���;si zeRL-1 XI "
NO. OF BEDROOMS: T
BUILDER OR OWNER: / P
PERMIT DATE:
COMPLIANCE DATE:
DRAW DIAGRAM ON BACK
3
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20 y ti
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1-888 450 OMNI 508-548-0343
"UFFICE ✓f n MANUFACTURING
P.O. Box 1281F�1\_ Falmouth Technology Park
465 East Falmouth Hwy 1� \j — 520 Thomas B. Landers Road
Falmouth, ErcvhwwnW S stems Inc.
Eastouth,MA 02536 East Falmouth, MA 02536
"Testing'Contract
- Customer Information -- System information i
Name: Peter Marney f -Project Name: OLDHAM_15_BARNSTABLE
P.O. Box: P.O. Box 29 i Phone:
Address: i Address: 15 Old Ham.Road
City: Osterville City: Osterville
State: MA Zip: 02655 State: MA Zip: 02655 !
Phone: System Type: '2-Bed H-10.
Controls Type: QTl-S Model No: OS330RS
Terms -—------ _ ._._.. -----.._..-- ------._.._.__..._.._._�..._.__.._..-----._._—_._.......__.._..........:....._._._..._..__.. ----..._..._...-- ...._:_.._.. .._..._.._.._..........__.
Contract Start: 1/1/2004 Payment T t
y Type: Cash � � Seasonal Use: ("
Contract End: 1/1/2006 Price: $1,000.00 Frequency: Quarterly.
Special Conditions: i
Terms and,Agreement for Effluent Testing of OMNI Recirculating Sand Filter
You are hereby authorized to render Effluent Testing for the OMNI Recirculating Sand Filter listed at the above address
for the above referenced period. This agreement may be extended by the system owner for an additional agreed upon
term by providing OMNI Environmental Systems, Inc. with written notice of intent to'extend. OMNI will provide the system
owner with notice of its current pricing schedule prior to the End Date of the agreement.
This agreement consists of testing for the above mentioned frequency for the term of this agreement. This agreement
includes 2 sets of samples that will be tested for the following: Total Suspended Solids (EPA 160.2), Total Nitrogen (EPA
350.1-351.4), and Biochemical Oxygen Demand EPA(405.1). A Certified Laboratory shall perform all testing. OMNI
Environmental Systems, Inc. shall provide the landowner and requesting parties with all test results.
In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc. the sum
of the above referenced amount. 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 parry without prior written consent'of the other party and is neither non-revokable or non-
refundable.
• i
OMNI Environmental Systems, Inc.reserves all rights to use any and all testing results from sampling done by OMNI Environmental Systems,Inc.
and may handle and distribute such information at OMNI Environmental's own discretion:
e se Print N m
Authorized Signature Date
OMNI Environmental Systems, Ina
System Owner's Signature Date
1-B88-450 OMNI , 508-548-0343
OFFICE —ems MANUFACTURING
P O. Box 128 Falmouth Technology Park
4E East Falmouth Hwy EnYzrvnm.entufSystem..s,Ine. 520 Thomas B. Landers Road
East Falmouth, MA 02536 East Falmouth, MA 02536
Maintenance Agreement
—CUStomer Information System
nf$o..y m j3ogynDA ....... .:.................W..._.._......-...--.-...___._..
_ E �_...7y�teifi��n94irn�a'�i('i..°£E f
Name: Peter Marney ! j Project Name: OLDHAM_15_BARNSTABLE {
3
P.O. Box: P.O. Box 29 ( Phone:
Address: ! Address: 15 Old Ham Road
E � I
City: Osterville - City: Osterville
State: MA Zip: 02655 State: MA Zip: 02655
Phone: € System Type: 2-Bed H-10 I
i Controls Type: QT1-S Model No: OS33ORS
i
Terms
Contract End: 1/1/2006 Payment Type: Check Seasonal Use: r
Contract Start: 1/1/2004 Price: $350.00
. Terms: 2 Years
Terms and Agreement for Standard and Preventative Maintenance of OMNI Recirculating Sand Filter
You are hereby authorized to render Standard and Preventative Maintenance for the OMNI Recirculating Sand Filter
listed at the above referenced address for the specified contract period.
This agreement may be extended by the system owner for an 'additional agreed upon term by providing OMNI
Environmental Systems, Inca with written notice of intent to extend: OMNI Environmental Systems, Inc..will provide the
system owner with 30 days written notice of its current pricing schedule prior to the End Date of the agreement.
The agreement consists of all Standard and Preventative Maintenance listed in the Owners / Operators Manual. The
OMNI Recirculating Sand Filter has a 3 year manufactures warranty against all defective components, including parts
and labor.
This agreement includes semi-annul site visits. Does not include costs for repairs caused by.neglect, misuse, accident
or natural disasters. This agreement does not include travel costs for the Islands and/or any locations greater than
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,
indicated sum for the above outlined maintenance 'agreement. Payment is due 10 days from Invoice Dater 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-
revokable or non-refundable. This agrement is to be conveyed with deed.
P ease rint ame i
Authorized Signature Date La Systems, Inc.OMNI Environmental em Y lll��� l J
System Owner's Signature Date
I
Bk 18059 P:s 121 0142827
12-22-21303 a 03 :5:B0
DEED RESTRICTION
WHEREAS, Peter E. Marney of P. 0. Box 29, Osterville, Barnstable County,
Massachusetts is the owner of a certain parcel of vacant land at 15 Oldham Road,
Barnstable (Osterville), Barnstable County, Massachusetts and shown at LOT 10 on a
plan of land entitled "Plan of Land in Barnstable, Mass. `.Osterville Woods' Property of
the Lanza Corp." dated May 1, 1971, drawn by Robert G. McGlone, recorded at the
Barnstable County Registry of Deeds in Plan Book 247 Page' 137-by deed from Sally A.
Marney recorded in Barnstable County Registry of Deeds in Book 17591 Page 212;
WHEREAS, Peter E. Marney as the owner of said lot has agreed with the Town
of Barnstable Board of Health to a restriction as to the number of bedrooms which can be
included in any,home built on said lot as a pre-condition to obtaining a variance from the
State Environmental Code, 310 CMR 15.21.A and to obtaining a building permit for this
lot;
WHEREAS, the Town of Barnstable Board of Health, requires that said
restrictions be put on record in the Barnstable County Registry of Deeds;
NOW, THEREFORE, Peter E. Marney .does hereby place the following
restriction on his above-referenced land in accordance with his agreement with the Town
of Barnstable Board of Health, which restriction shall run with the land and .be binding.
upon all successors in title:
Until such time as technology changes and the Barnstable Board of Health
changes its regulations or otherwise grants permission, said premises at 15 Oldham Road,
Osterville may have constructed upon the lot a house containing no more than two (2)
bedrooms and agrees that this shall be a permanent deed restriction affecting said
premises.
For title of Peter E. Marney see the following deed: Book 17591 Page.212.
Executed as a sealed instrument this Z. L day of 2003.
P R E. Y
COMMONWEALTH OF MASSACHUSETT•S
Barnstable, ss.
��- 2003
Then personally appeared the above-named`Peter E. Marney and acknowledged
the foregoing instrument to be his free act and deed before me
CA
Notary. is
My commission expires: >- /7 aio
1-888-450 OMNI o.. 508-548-0343
OFFICE. MANUFACTURING
P.O. Box 128 Falmouth Technology Park
465 East Falmouth Hwy 011 Thomas B. Landers Road
East Falmouth, MA 02536 ra a � ra�rrtrr yurems,Inc., **East Falmouth, MA 02536
Besting Contract
F Customer Information i r Systems Information
Name:. Peter Marney � � Project Name: OLDHAM_15_BARNSTABLE
P.O. Box: P.O. Box 29 Phone:
Address: ( Address: 15 Old Ham.Road
City: Osterville City: Osterville
State: MA Zip: 02655 I State: MA Zip: 02655
i
Phone: System Type: 2-Bed H-10
f
Controls Type: QTJ-S Model No: OS33ORS
Terms ---- _ __-- ------ -_._—_._,_—...�_�—..----- - -----------_—---- - ---- -----
Contract Start: 1/1/2004 Payment Type: Cash Seasonal Use: 17
Contract End: 1/1/2006 Price: $1,000.00 Frequency: Quarterly
Special Conditions:.
Terms and Agreement for Effluent Testing of OMNI Recirculating Sand Filter
You are hereby authorized to render Effluent Testing for the OMNI Recirculating Sand Filter listed at the above address
for the above referenced period. This agreement may be extended by the system owner for an additional agreed upon
term by providing OMNI Environmental Systems, Inc. with written notice of intent to extend. OMNI will provide the system
owner with notice of its current pricing schedule prior to the End Date of the agreement.
This agreement consists of testing for the above mentioned frequency for the term of this agreement. This agreement
includes 2 sets of samples that will be tested for the following: Total Suspended Solids (EPA 160.2), Total Nitrogen (EPA
350.1-351.4), and Biochemical Oxygen Demand EPA(405.1). A Certified Laboratory shall perform all testing. OMNI
Environmental Systems, Inc. shall provide the landowner and requesting parties with all test results.
In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc. the sum
of the above referenced amount. 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 prior written consent of the other party and is neither non-revokable or non-
refundable.
OMNI Environmental Systems, Inc.reserves all rights to use any and all testing results from sampling done by OMNI Environmental Systems,Inc.
and may handle and distribute such information at OMNI Environmental's own discretion.
e se Print N%��V
Authorized Signature Date
OMNI Environmental Systems, Inc.
System Owner's Signature Date
Maximum Wastewater Discharge Allowed Based Upon Lot Size
*if one parcel is within multiple zones, use the more strict limitation for parcel (bolded below)
State 1+113 1+2/3
Defined, True Acres Acres 2 Acres
Acre Acre
10,000 13,333 20,000 30,000 =33,334 =40,000 =43,560 50,000 58,080 60,000 =72,599 80,000 =87,120
S.F. S.F. S.F. S.F. S.F. S.F. SY S.F. S.F. S.F. S.F. S.F. S.F.
STATE
Red Title V:310
Ding. CMR 15.214 110 110 220 330 330 440 440 550 550 660 770 880 880
Lines *applicant can
apply for a
variance.
STATE
Red With I/A
Lines Technology 110 220 330 440 550 660 660' 770 880 990 1100 •1320 1430
[I/A with
660/acre Credit]
(+not in town
ordinance)
TOWN
ORDINANCE
Green Regulation of 330 330 330 330 330 336 330 330 440 440 550 550 660
+Red Wastewater
Zones Discharge
*can not apply
for variance and
doesn't allow
I/A.
BOH-Interim
Blue Saltwater
Estuary 330 330 330 330 330 440 440 550 550 660 770 880. 880
Protection
Regulation
*can apply for
variance, but
doesn't allow I/A
Q:\OFFICE FORMS\ChartTable ListingWWDISCHARGE MAXIMUMS3.doc
Town of Barnstable
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
December 30, 2003
Mr. John O'Dea
Sullivan Engineering, Inc.
P.O. Box 659
Osterville, MA 02655
Dear Mr. O'Dea,
You are granted permission on behalf of your client, Peter Marney, to construct
and utilize an innovative/alternative (I/A) nitrogen reduction system at 15 Oldham
Road, Ostervilie, Massachusetts.
This permission is granted with the following conditions:
(1) No more than two (2) bedrooms maximum are authorized at this
property. Dens, study. rooms, offices, finished attics, sleeping lofts, and
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to two (2) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(3) The system shall be installed in strict accordance with the engineered
plans dated November 5, 2003.
.(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the submitted
plans dated November 5, 2003.
IASystemOdeaMamey
f
(5) The wastewater effluent shall be tested quarterly for the first two years of
operation.
(6) In addition to testing the effluent for total suspended solids, BOD, and total
Nitrogen as originally proposed to the Board, the effluent shall also be
tested for the following parameters: Nitrate, and TKN.
(7) The applicant shall submit a copy of the signed two-year Operation and
Maintenance Agreement (O&M) between the contractor and the
homeowner to the Board of Health. The engineer or O& M contractor
shall conduct inspections to the I/A system a minimum of twice yearly.
This permission is granted because the proposed plan appears to meet all of the
provisions of the State Environmental Code, Title 5 and all of the Town of
Barnstable Board of Health Regulations.
Sin rely you ,
Way4 Miller, M.D.
Chairman
r
IASystemOdeaMamey
ZHE T DATE:
� C�
•• FEE:
• BARNSt'ABIE.
9 MASS
1639• REC. BY
fD►��' Town of Barnstable
SCHED. DATE:
Board of Health
367 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address: 15 O(dhcrr; k,)ga,
Assessor's Map and Parcel Number: 120' 079 Size of Lot:
Wetlands Within 300 Ft. Yes Business Name:
No Subdivision Name:
APPLICANT'S NAME: y ' v �.-a;neetti^ Phone 50$- 416-3 STJ
Did the owner of the property authorize you to represent or her? Yes ✓ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: ,tr M-geney Name: 5�11��Ge� GeyS 1-Cy% 5 — Jo'1(1 O�I�e�
P 0. Sex Z9 1 7'Po.,Wtr fA./(p.0.3wC (OS I
Address: 0 9)ree y i)lp, MA. OZ(o SS Address:_bye r r�11�, rnA OZ 4 S S
Phone: Phone: 50$ - iZ$ 334L
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
NATURE OF WORK: House Addition 1 House Renovation Repair of Failed Septic System"
New
Checklist(to be completed by office staff-person receiving variance request application)
_ Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan.submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense
(for Title V and/or local sewage regulation variances only)
_ Full menu submitted(for grease trap variance requests only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same
owner/leasee only],.outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems
[only if no expansion to the building proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.
Q:/WP/VARIREQ
November 3, 2003
Board of Health
Town of Barnstable
200 Main Street
Hyannis, MA: 02604
Dear Board,
This letter is my permission for Sullivan Engineering, Inc. to represent me before the
Board of Health of the Town of Barnstable on the matter of a Recirculating Sand Filter
Septic System for my property at 15 Oldham Road.
Yours tru ,
Peter E. Marney
1-888-450 OMNI ,... 508-548-0343
OFFICE vu7� MANUFACTURING
P.O. Box 128 E(�3I��/ � .. Falmouth Technology Park
465 East Falmouth Hwy -"
� 520 Thomas B. Landers Road
East Falmouth, MA 02536 Environmental Syst�mS,iine, East Falmouth,MA 02536
Testing Contract
Customer Information i- System Information
Name: Peter Marney i Project Name: OLDHAM_15_BARNSTABLE
P.O. Box: P.O. Box 29 I Phone:i `
Address: i Address: 15 Old Ham Road
i
City: Osterville ! 3 City: Osterville
State: MA Zip: 02655 State: MA Zip: 02655
Phone: System Type: 2-Bed H-10
Ij Controls Type: QT1-S Model No: OS33ORS
•1 i
i
Terms -------------
Contract Start: 1/1/2004 Payment Type: Cash Seasonal Use: 1-
Contract End: 1/1/2006 Price: $1,000.00 Frequency: Quarterly
Special Conditions:
Terms and Agreement for Effluent Testing of OMNI Recirculating Sand Filter
You are hereby authorized to render Effluent Testing for the OMNI Recirculating.Sand Filter listed at the above address
for the above referenced period. This agreement may be extended by the system owner for an additional agreed upon
term by providing OMNI Environmental Systems, Inc. with written notice of intent to extend. OMNI will provide the system
owner with notice of its current pricing schedule prior to the End Date of the agreement.
This agreement consists of testing for the above mentioned frequency for the term of this agreement. This agreement
includes 2 sets of samples that will be tested for the following:Total Suspended Solids (EPA 160.2), Total Nitrogen (EPA
350.1-351.4), and Biochemical Oxygen Demand EPA(405.1). A Certified Laboratory shall perform all testing. OMNI
Environmental Systems, Inc. shall provide the landowner and requesting parties with all test results.
In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc. the sum
of the above referenced amount. 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 prior written consent of the other party and is neither non-revokable or non-
refundable.
OMNI Environmental Systems,Inc.reserves all rights to use any and all testing results from sampling done by OMNI Environmental Systems,.lnc.
and may handle and distribute such information at OMNI Environmental's own discretion.
I
Z M.Pczvu.F.
e se Print N m
Authorized Signature Date
OMNI Environmental Systems,Inc. Z ��
System Owner's Signature Date
. . . . . .. . I - I �. - - . . . .
1 . .. . . . .. : . . - . ..� . . .
. . . ... - . . . - .I . .. . . . .. .. � . .. .. . I .. . — .I ... . ... ... . . � .. - � .. . . - . . . . . . . .. .
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-PETE
M ,RNY
• _
��b' SCHEDULE OF ELEVATIONS SEWAGE SYSTEM PROFILE 8c DETAILS
N GENERAL NOTES
o a r 1. FIRST FLOOR; = 34.00 NOT TO SCALE
FINISH GRADE AT FOUNDATION 31.00 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL
. , • ° o ;. �: 2. =
° 3. PIPE INV. AT FOUNDATION-= 28.20 1 RISERS AND COVERS TO WITHIN
CODE (310 CMR 15.00,TITLE 5), AND THE LOCAL BOARD OF HEALTH.
• (p'�' a; • 12" OF FINISH GRADE (TYP.)
" ELECTRICAL HAND HOLE 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN
o 4. TOP OF RSF FILTER MODULE = 31.00
• 5. INV. OF PIPE AT RSF FILTER MODULE OUTLET = 27.80 RISERS AND COVERS TO S=2% MINIMUM PERMISSION OF THE LOCAL BOARD OF HEALTH.
FINISH GRADE (TYP.) RETURN LINE TO MULCH COVERING 18 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL
4 O Boa" o a0pe 6. BOTTOM OF RSF FILTER MODULE = 27.47 2 SEPTIC TANK
7. INV. OF PIPE AT SEPTIC TANK INLET = 27.76 9 12 BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE
o 7 4 s=1% MIN. L 15
• 8. BOTTOM OF SEPTIC TANK = 23.26 10 11 RELATED -WORK.
19
18 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN AND
9. FINISH GRADE OVER SEPTIC TANK = 31.00 3 • .;
10. INV. OF PIPE AT SEPTIC TANK OUTLET = 27.51 _ IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS.
MIN. BREAK-out PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY, PROPERTY LINES
11. INV. OF PIPE AT RECIRCULATION TANK INLET = 27.41
- AC _ - 1S NOT HAVING BEEN VERIFIED. NO REPRESENTATION OR CERTIFICATION AS TO THE
o• - _ � i
�
,,12. FINISH GRADE OVER RECIRCULATION TANK = 31.00 - -= oMNI RSF - 16 ACCURACY OF THOSE SHOWN IS IMPLIED OR INTENDED.
P�+d - =_--FILTER MODULE_....- Zx
�,4; �2: ► 13. BOTTOM OF RECIRCULATION TANK - 22.91 ________._____._�---=_ a _
_: _ - _ _ - _ _ _ 5. ARE TO BE LOAM SEEDED AND MAINTAINED
p _ - - - - - - - - _ -==`; ��Bo �M BACKFILL WITH - ALL DISTURBED AREAS E
14. INV. OF PIPE AT D-BOX INLET 27.31 , ` `:� TO PREVENT EROSION.
CLEAN
15. INV. OF PIPE AT D-BOX OUTLET = 27.06 _'
_ AN FILL
LOCUS MAP NOT TO SCALE =�_ SCHD. 40 PVC TEES = " " ::...... 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST
16. INV. OF PIPE AT START OF LEACHING FIELD = 27.00 ; T- R. 000 ® ® ®CM ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS
17. BOTTOM OF LEACHING FIELD = • 25.00 J.
-
i'; 5 6 ® ® ® ® �® _ _ 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED.
ASSESSORS REF.: 18. FINISHED GRADE OVER LEACHING FACILITY = 31.00 :.,;.
® ® ® ® ®® _
Map 120, Parcel 079 19. TOP OF STONE = 28•00 RETURN LINE FROM
7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED
� -}. ZABEL MODEL 1800� RECIRCULATION TANK BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND
EFFLUENT FILTER 4' OF NATURALLY OCCURRING CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE.
.1 • _ RETURN LINE TO PERVIOUS MATERIAL
ZONE: RECIRCULATION TANK 14 NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.
1500 GALLON SEPTIC TANK 1000 GALLON SEPTIC TANK
RC & RPOD Y ' H-10 PRODUCT - ACME H-10 PRODUCT - ACME 17 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND
PRECAST MODEL OR EQUAL PRECAST MODEL OR EQUALAT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN
Area (min.) = 87,120 sf , .;.. _ : IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF
Frontage (min) = 20'
Width (min) = 100' SUCH TEST HOLES.
Setbacks:: ' 6" MIN. CRUSHED STONE BASE 9. ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY
Front 20 13 `UNDER AND BEYOND THE PROPOSED LEACHING FACILITY. THIS AREA
8 MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON THESE PLANS WITH
Side = 10' SELECT bN-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN
Rear = 10' GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS
OVERLAY DISTRICT: SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE
DESIGN DATA HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE
WP - Wellhead Protection District PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND
As Shown on Plan Entitled
AFTER PLACEMENT.
"Revised Groundwater Protection 1. BUILDING TYPE: 2 BEDROOM HOUSE 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY
Overlay Districts" - April, 1993 ` 2. DESIGN FLOW: 110 G.P.D. PER BEDROOM = 110 x 2 220 G.P.D.
ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL
1 =
- -p ' 3. DESIGN PERCOLATION RATE: 5 min/inch FINER THAN A NUMBER 200 SIEVE.
FLOOD ZONE: 1 ` 4. GARBAGE DISPOSAL: NO 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR
SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS
Zone C \ / 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION
Community Panel No. 1 I OLDHAM ROAD
220 X 2 = 440 GAL. USE 1,500 GAL. MIN. PER TITLE 5) OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.
#250001 0016 D \ 1
July 2, 1992 \ ` 6. TOTAL LEACH AREA REQUIRED: 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND
TITLE 5: 220 GPD / (0.74 GPD/S.F.) = 297 SQ.FT. (CLASS I SOIL) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
\ --� - 7. TOTAL AREA PROVIDED: 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.)
30 / EFFECTIVE LENGTH = 25; WIDTH = 12; DEPTH = 2; SCHEDULE 40, UNLESS OTHERWISE NOTED.
1 10' MIN SIDEWALL AREA = (25x2)(2) = 100 SQ.FT. 14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AT LEAST 24 HOURS
/ IN ADVANCE FOR AN INSPECTION AFTER EXCAVATION FOR THE
BOTTOM AREA = (12x25) = 300 SQ.FT.
NOTE. NO VEH166L 120r. / ENDWALL AREA _ (12x2)(2) = 48 SQ.FT. LEACHING BED (PRIOR TO THE PLACEMENT OF STONE) AND ALSO AFTER
AR ACCESS- / PLACEMENT OF PIPE & STONE PRIOR TO BACKFILLING.
1 IN FRONT OF DWELLING.
1 / / TOTAL AREA 100 + YO'Q '� 4.8 = 448 SQ.FT. "` x«, •�i cn�r s,�-�o ��i �,i i r`CRTIFY r(1NSTRIJCTIO[`} 0F. SvcTFLj_ A_ND MATERIALS
/ 448 SQ.FT. (0.74) 331 GPD F
• INSTALLED.
REQUIRED.NTARACTTORBSHL SHALL PROVIDE A' IEv`L NAL: -i`'' the FILL -
TOTAL I
1 \ I 100� RESERVE FLOW PROVIDED 331 GPDLAN SHALL BE SUBMITTED TO THE LOCAL
________ ___ ___ BOARD OF HEALTH UPON COMPLETION.
NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 16. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE PROPOSED
1 I10' MIN I / /
000 TH-2 T
I SEPTIC BED EXCAVATION DURING CONSTRUCTION.
1 10 MIN 20' MIN / I / / ALLOWABLE FLOW 17. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER LOCATION OF EXISTING UTILITIES
PRIOR TO ANY EXCAVATION.
/ 18. WATER SERVICE LINE SHALL BE LOCATED AND MARKED
I I PORCH m-1 / / I / TOWN OF BARNSTABLE GENERAL ORDINANCES PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK
1
28' I ARTICLE XLVII. REGULATION OF WASTEWATER DISCHARGE DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM 1 I I / / I ALLOWABLE FLOW = 330 GPD
Aj ' SHALL BE MAINTAINED.
\ i I TITLE V 19. ALL SEWER LINES SHALL BE SLEEVED WITHIN 6" PVC SCH 40 PIPE FOR 10' ON
I 32 I PROPOSED I 310 CMR 15.217: SYSTEMS WITH ENHANCED NITROGEN REMOVAL EACH SIDE OF WATER SERVICE IF A 10' SETBACK CAN NOT BE MET.
I 12D QR�OM i I I ALLOWABLE FLOW = 550(17,998 / 40,000) = 247.5 GPD
PROPOSED FLOW = 220 GPD (COMPLIES)
REVISION DATE DESCRIPTION BY APPR
I I I PROP�B- I APPLICANT:
I QI / DECK - - - ,DRIVEWAY , SOIL EVALUATORS LOG
a � � PETER MARNEY
TEST HOLE 1 P.O. Box 29
/ IZ n 6984
9Q ^ OSTERVILLE, MA 02655
6/20/87 L &T'AREA = -7,��S.E f 36 PROJECT:
VARIANCES/ (NO ANCES REQUIRED) I / 38 ` _ - - - _ PERCOLATION RATE: IN 2 MIN LESS PROPOSED SEPTIC SYSTEM
NO GROUNDWATERR ENCOUNTERED
BOTTOM OF TEST HOLE ® EL. 20 AT
/ -I--- 40 - - -
/ _ , _ - 15 OLDHAM ROAD
- 42 - TEST HOLE- 2 BARNSTABLE OSTERVILLE MASS.
_ -
44
_ - I BY: SULLIVAN ENGINEERING
/ ________ _ ____�__� 11 /03/03 EL. 31 SHEET NO.: 9 OF 2 DATE: NOVEMBER 5, 2003
APB LAYER 10YR 3/4 SCALE: As Noted PR FILE:
120'
_ - ,� DARK YELLOWISH BROWN
` 12 SILTY SAND EL. 30 DESIGN BY. JOHN C. O'DEA, E.LT. CHECKED BY. PETER SULLIVAN, P.E.
C LAYER/ 2.5Y5/4 PREPARED BY.-
LIGHT OLIVE BROWN ' ®F
120" MEDIUM SAND EL. 21 PETER
NO GROUNDWATER ENCOUNTERD Sullivan Engineering, Inc. SUL2s 33
APPROX. GROUNDWATER 0 EL. 13 CIVILOste
LAYOUT PLAN PO Box 0rville, MA 2655
(508)428-3344 (508)428-3115 faX
GRAPHIC SCALE NOTES
20 0 10 20 40 so
1. PROPERTY LINE INFORMATION IS BASED ON DRAWING TITLE:
A CERTIFIED PLOT PLAN PREPARED BY
( IN FEET ) BAXTER & NYE, INC. DATED 3/13/95. SEPTIC DESIGN PLAN
1 inch = 20 ft. 2. CONTOURS SHOWN ARE BASED ON INFORMATION
FROM THE TOWN OF BARNSTABLE G.I.S.
ASSESSORS INFORMATION: MAP 120 PARCEL 079
PInrI'Ay1^U N`^' F
3" RETURN LINE FROM FILTER MODULES
AND 4" INLET FROM SEPTIC TANK
INLET FROM SEPTIC TANK ALL ENTER ON SAME SIDE OF TANK
3" PVC OUTLET
3" RETURN LINE FROM FILTER MODULES
ENTERS ONE SIDE OF FLOW SPLITTER AND 1-1/2" FORCED MAIN
EXITS ON OPPOSITE SIDE TO LEACHING FIELD FRO MM RECIRCULATION TANK
RISER TO FINISH GRADE
1-1/2" PVC FORCE FILTER CLOTH BUBBLER SYSTEM COVER
AC "-- TO RSF MODULE
MULCH COVERING OMNI RSF BUBBLER SYSTEM
d' 24 HR RESERVE CAPACITY ` a�Kn � ,,�,n
AC POWER
SUPPLY LOCATED ,.
'':- - IN ELECTIRCAL , - "-:�".'• S
HAND-HULL
4
•
.% -,.;- ...': _•:
INLET TEE WITH
" WITH -
4 PVC TEE EFFLUENT FILTER
a _
4" PVC
FILTER FLOAT NOTES
1-1/4" CONDUIT _
a
ALL PUMP FLOATS ARE TO BE LOCATED
a PULL CORD `-' ='
a DRAIN HOLE 0i AWAY FROM INLET FLOW
�- L
TETHER - - - - - = ---
J � � FLOAT POLE ALL FLOATS TO HAVE 4" ER -, - � -- � -
ZIP TYE TYPE- �.:,-. ...• . •+� .,. ` a• '-+-• ~j• •• • '• �••
a I I FASTENER 1. PUMP ON/OFF T SIDE VIEW
o, Lf) I CHECK VALVE 2 2. TIMER OVERRIDE FRONT VIEW a a
a•� 1-1/2" PVC FORCE a 3. HIGH WATER ALARM
TO RSF MODULE 00
a
a OMNI FLOW MYERS ME-40 1 d
a (� • SPLITTER WITH EFFLUENT PUMP _` a (1J
F AT VALVE 2" BLOCK '=' RSF DESIGN CALCULATIONS
«SIDE VIEW Sand Filter Media 24 minimum depth <1% #200 sieve, 2mm to 4mm size {--- 8'-6" --'I
SIDE VIEW _ a: : --:a: -•,-- :a.'- -.•-' '-:_ :x•:••
Y-'
�-- 8'-6# Average Daily Flow Flow = 110 gpd per bedroom
10'-6"
�• k, Wastewater Strength-BOD5 Residential 230 mg/I
Recirculation Ratio 3:1
O .s
00 Recirculation Tank Size 150% of Design Flow (Use a 1000 gallon tank)
7. a_ T
d Sand Filter Loading Rate (Residential) Loading Rate = 1150 / BOD5 5 gpd/ft2 a
1 (y)
Sand Filter Surface Area SA = (Flow gpd) / (Loading Rate gpd/ft2)
1.4
i r r. �..: ;� , ,.= :,,, ,••�, ••.� 220 gpd / 5 gpd/sq. ft = 44 sq. ft. Required (69 sq. ft. Provided) ra
_ �•�' -- 2 OMNI RSF Filter Modules Required ''"'='"''' • •'• "`•`� '"� ' •`"' '`
-+ - -•' N TOP vlEw TOP VIEW
TOP VIEW 3 --, Recirculation Pump Size Average Daily Flow + Recirculated Flow + Back Flow
a
220 + (4x220) + 10 = 1,110 gpd M
1,110 / 24hrs = 46.25 gal per 60 Minute Cycle
FLOW SPLITTER Use Myers Model #ME40 or Equal (65 gallons/min ® 12 ft. Total Head)
Timer cycles to be set for 15 minutes.
Sand Filter Module Setbacks Same as Title V Septic Tank
1 , 5
00 GAL. SEPTIC TANK DETAIL 1 ,000 GAL. "OMNI RSF RECIRCULATION TANK DETAIL "OMNI RSF" SAND FILTER DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE;
b,
NOTES
NOTES ,
NOT. w,
1.) OMNI RSF RECIRCULATION TANK (NO SUBSTITUTES)
1.) OMNI RSF MODULES (NO 'SUBSTITUTIONS).
1.) .SEPTIC TANK SHALL BE STEEL REINFORCED. CONCRETE WITH '
THREE (3) 20" MANHOLES. 2.) PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE. 2.) FILTER MODULES SHALL BE COVERED WITH MULCH TYPE MATERIAL
ONLY.
2.) SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER 3.) SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER PETER .
PAVEMENT, DRIVES, TRAVLED WAYS, OR WHERE BURIED 4' OR MORE, PAVEMENT, DRIVES, TRAVLED WAYS, OR WHERE BURIED 4' OR MORE, 3.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. gI�LLIVAE
WHEREIN H-20 LOADING SHALL APPLY. WHEREIN H-20 LOADING SHALL APPLY.
11.29733
4.) OUTLETS TO BE SCHEDUAL 40 PVC. CIVIL
3.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL 4.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT.
BE WATERTIGHT. 5.) 1-1/2" PRESSURIZED LINE TO BE BACKFILLED BY HAND.
4.) INLET AND OUTLET TEES TO BE SCHED. 40 PVC. 5.) 27" MANHOLE COVER TO BE BROUGHT TO FINAL GRADE.
TEES TO BE UNDER MANHOLE COVER WITHIN 12 OF END WALL. 6.) INLET AND OUTLET TEES TO BE SCHED. 40 PVC.
5.) RECOMMENDED MANUFACTURER- ACME PRECAST OR APPROVED EQUAL. TEES TO BE UNDER MANHOLE COVER WITHIN 12" OF END WALL.
6.) TANK SHALL BE EMBOSSED WITH SEAL INDICATING CONFORMANCE 7.) TANK SHALL HAVE A MINIMUM OF 9" OF COVER.
WITH ASTM STANDARD C 1229-93.
REVISION DATE DESCRIPTION BY APPR
7.) TANK SHALL HAVE A MINIMUM OF 9" OF COVER.
APPLICANT:
PETER MARNEY
P.O. BOX 29
9" MINIMUM COVER OVER LEACHING OSTERVILLE, MA 02655
3' MAXIMUM COVER OVER LEACHING PLACE FILTER CLOTH OVER STONE
500 GALLON PRECAST LEACHING CHAMBER PRIOR TO BACKFILLING.
_ 2% SLOPE MIN. PROJECT:
M :•� o O95 - - +' PROPOSED SEPTIC SYSTEM
-�- FLOW EQUALIZERS
0 0
AT
a �•• �' j y•tf
s M '
I� a o o I� o a
15 OLDHAM ROAD
�, o = o 0 o a o -o 0
� 0 � �:: �- as � � o � �
000 1 ' '
= = 0 0 A n a ra a a a a .. o a o a a BARNSTABLE (osTERYILLE) ,MASS.
o 0 0 a o o 0 0 0
30 _� _ ..
.�-i•. :J- '� .•i.- •4-!•. ��.•. �• •, - �"i•- i•.•• i y. i.:''pia-. �'' ` � ''. ,1 y'� Q Q
• -._- � •` •+. � -mow:'.. r" i• �-a••:i � '.:}:- . 5, �Gio0l7
a� '�• 'p � N SHEET NO.. 2 OF 2 DATE: NOYEMBER
8 -6 -I 4 -10 -�
SIDE VIEW TOP VIEW 3/4" TO 1 1/2" DOUBLE WASHED FRACTURED STONE SCALE: As Noted PR FILE:
SIDE VIEW 3" OF 1/8" TO 1/2 DOUBLE WASHED FRACTURED STONE
DESIGN BY. JOHN C. 0'DEA, E.I.T. CHECKED BY: PETER SULLIVAN, P.E.
PREPARED BY.
6 OUTLET DISTRIBUTION BOX I-- 4'
NOT To RIBSCAL LEACHING FIELD DETAIL Sullivan Engineering, Inc.
NOT TO SCALE
PO Box 659
NOTES .; ,�:.� ,r`.' ;: <t�t.• =:�_�•-- ,. Osterville, MA 02655
NOTES •'" ..
�•• ' '` 'r' r •• '''•:s' (508)428-3344 (508)428-3115 fax
1.) SIDES AND BOTTOM OF LEACHING TRENCHES TO BE SCARIFIED. 4~ ``� •' l` '`'`'."' ~a`' '" "
1.) THE DISTRIBUTION BOX AND SEPTIC TANK SHALL MEET TITLE 5 (U a S�
CONSTRUCTION CRITERIA. .-� ..•.�.. 4•-` _'• •- ' _ •....• ;:•,•... _r. •..••.-� .�..
2.) PIPING MUST BE SCH. 40 PVC WITH TIGHT JOINTS THE ORIFICES �.; ..,• • '
OF THE PIPE MUST BE 3/8" - 5/8" DIAMETER.
2. THE FIRST 2 FEET OF PIPE OUTSIDE OF THE DISTRIBUTION BOX "-� `= -• ` -�- DRAWING TITLE:
SHALL BE LAID LEVEL. 3.) PIPE TO BE LAID LEVEL FROM D-BOX TO 2 FT. OUTSIDE D-BOX DETAILS SHEET
3.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL 4.) NO MORE THAN 3 FT. NOR LESS THAN 9" OF COVER IS ALLOWED
BE WATER TIGHT. OVER THE SYSTEM. TOP VIEW
2 5'
ASSESSORS INFORMATION. MAP 120 PARCEL 079
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S SCHEDULE OF ELEVATIONS SEWAGE SYSTEM PROFILE 8C DETAILS
t GENERAL NOTES
N 0 T T
1. FIRST FLOOR
34.00 0 SCALE
"' ° • '�` Q. 2. FINISH GRADE AT FOUNDATION = 31.00 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL
• y 1 RISERS AND COVERS TO WITHIN
o ° . 3. PIPE INV. AT FOUNDATION = 28.20 CODE (310 CMR 15.00,TITLE 5), AND THE LOCAL BOARD OF HEALTH.
12 OF FINISH 'GRADE (TYP.)
4. TOP OF RSF FILTER MODULE = 31.00 ELECTRICAL HAND HOLE 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN
' .. RISERS AND COVERS TO -
• �p, ..,� 9 5 INV OF PIPE AT RSF FILTER MODULE OUTLET = 27.80
S=2% MINIMUM
PERMISSION OF THE LOCAL BOARD OF HEALTH.
FINISH GRADE (TYP.) RETURN LINE TO 18 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL
6. BOTTOM OF RSF FILTER MODULE = 27•'4'7 SEPTIC TANK MULCH COVERING
0
0' O a~' a - ` �' 7. INV. OF PIPE AT SEPTIC TANK INLET = 27.76 2 7 9 12 s=1% MIN. BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE
• 8. BOTTOM OF SEPTIC TANK = 23.26
11 15 RELATED WORK.
9. FINISH GRADE OVER SEPTIC TANK - 31.00
19
L - at. 18 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN AND
3
Fa
10. INV. OF PIPE AT SEPTIC TANK OUTLET = 27.51 IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS.
• " �` 11. INV. OF PIPE AT RECIRCULATION TANK INLET = 27.41 -;_::, a - MIN. BREAK-OUT
PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY, PROPERTY LINES
`,. 15 NOT HAVING BEEN VERIFIED. NO REPRESENTATION OR CERTIFICATION AS TO THE
• +4 •� •a. 12. FINISH GRADE OVER RECIRCULATION TANK = _ 31.00 _= OMNI RSF
•s, + '1? 16
ACCURACY OF THOSE SHOWN IS IMPLIED OR INTENDED
13. BOTTOM OF RECIRCULATION TANK = 22.91 .FILTER MODULE - ?a
_ - - - _-----= -� a «U� 5. ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND MAINTAINED
14. INV. OF PIPE AT D-BOX INLET - 27.31 :, - _ = _-_-_=_ -o• eox o M BACKFILL NTH TO PREVENT EROSION
15. INV. OF PIPE AT D-BOX OUTLET = 27.06
' $ CLEAN FILL
LOCUS MAP NOT TO SCALE 16. INV. OF PIPE AT START OF LEACHING FIELD = 27.00 r�"_+ SCHD. 40 PVC TEES _ = 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST
.......
• T 000 ® ® C2 0 ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS
17. BOTTOM OF LEACHING FIELD = _ 25.00 �'�ti
ASSESSORS REF.: 18. FINISHED GRADE OVER LEACHING FACILITY = 31.00 {; .
5 6 ® ® ® ® ®® d- 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED.
Ma 120, Parcel 079 19. TOP OF STONE = 28.00 ; : RETURN LINE 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED
p � ZABEL MODEL 1800 RECIRCULATION TANK BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND
EFFLUENT FILTER t
-� RETURN LINE TO 4' OF NATURALLY OCCURRING CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE.
ZONE: RECIRcuLATION TANK 14 PERvlous MATERIAL NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.
1500 GALLON SEPTIC TANK 1000 GALLON SEPTIC TANK
RC & RPOD H-10 PRODUCT - ACME H-10 PRODUCT - ACME 17 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND
_,_• �� : PRECAST MODEL OR EQUAL PRECAST MODEL OR EQUAL
AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN
Area (min.) = 87,120 sf IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF
Frontage (min) = 20
Width (min) = 100' SUCH TEST HOLES.
Setbacks: 6" MIN. CRUSHED STONE BASE 9. ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY
Front = 20' 13 UNDER AND BEYOND THE PROPOSED LEACHING FACILITY. THIS AREA
Side = 10' 8 MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON THESE PLANS WITH
Rear = 10' SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN
GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS
OVERLAY DISTRICT: SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE
D E S G N DATA HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE
WP - Wellhead Protection District PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND
As Shown on Plan Entitled
"Revised Groundwater Protection AFTER PLACEMENT. i
Overlay Districts" - April, 1993 \ 1. BUILDING TYPE: 2 BEDROOM HOUSE 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY
1 ` 2. DESIGN FLOW: 110 G.P.D. PER BEDROOM = 110 x 2 = 220 G.P.D. ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL
- l FINER THAN A NUMBER 200 SIEVE.
3. DESIGN (PERCOLATION RATE: 5 min/inch
FLOOD ZONE: \ / 4. GARBAGE DISPOSAL: NO 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR
Zone C 1 \ SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS
Community Panel No. I O.LDHAM R0AD / 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION
,#250001 0016 D I220 X 2 = 440 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.
July 2, 1992 ` 6. TOTAL LEACH AREA REQUIRED: 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND
TITLE 5: 220 GPD :/ (0.74 GPD/S.F.) = 297 SQ.FT. (CLASS I SOIL) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
•30 _._---- / 7. TOTAL AREA PROVIDED: 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.)
EFFECTIVE LENGTH = 25; WIDTH = 12; DEPTH = 2;
-� SCHEDULE 40, UNLESS OTHERWISE NOTED.
1 \ - 10' MIN / SIDEWALL AREA 25x2 2 = 100 S .FT. 14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AT LEAST 24 HOURS
( )( ) Q IN ADVANCE FOR AN INSPECTION SPECTION AFTER ,FXrA°�AT'I'0N FOR THE.
1, 120' . BOTTOM AREA :-, (i G�e2.5) ._ 300 SO.-FT. , .. ,. - ,
NOTE: NO VEHICULAR `ACCESS ENDWALL AREA = (12x2)(2) = 48 SQ.FT. LEACHING BED (PRIOR TC THE PLA .EMER T OF ,�► .,I,,w_.) AND ASS a GAF a ,R
IN FRONT OF DWELLING. / /. / TOTAL AREA 100 + 300 + 48 = 448 SQ.FT. PLACEMENT OF PIPE & STONE ''PRIOR TO BACKFILLING.
/ 15. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND MATERIALS
/ / 448 SQ.FT. (0.74) = 331 GPD INSTALLED. THE CONTRACTOR •SHALL` PROVIDE A SIEVE ANALYSIS OF THE FILL
O _O 1007. RESERVE --` --_ / / / TOTAL FLOW PROVIDED = 331 = GPD MATERIALREQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE LOCAL
BOARD OF HEALTH UPON COMPLETION.
1 \ 10' MIN MOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 16. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE PROPOSED
1 I I 0 0 0 TH-2 1 cI SEPTIC BED EXCAVATION DURING CONSTRUCTION.
I I 10 MIN / / / ALLOWABLE FLOW 17. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER LOCATION OF EXISTING UTILITIES
20' MIN
1 I / PRIOR TO ANY EXCAVATION.
j PORCH1 / / I / TOWN OF BARNSTABLE GENERAL ORDINANCES 18. WATER SERVICE LINE SHALL BE LOCATED AND MARKED
1 I I ARTICLE XLVII. REGULATION OF WASTEWATER DISCHARGE PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK
1 I I i 28' / \ / i ' ALLOWABLE FLOW = 330 GPD SDISTANCE HALL BE MAINTAINSAIDED SERVICE TO THE SEPTIC SYSTEM
3 I \ I I TITLE V 19. ALL SEWER LINES SHALL BE SLEEVED WITHIN 6" PVC SCH 40 PIPE FOR 10' ON
PROP�SED
I 2 I I 310 CMR 15.217: SYSTEMS WITH ENHANCED NITROGEN REMOVAL EACH SIDE OF WATER SERVICE IF A 10 SETBACK CAN NOT BE MET.
2-BE ROOM
I I DWELLING 310
I ALLOWABLE FLOW = 550(17,998 / 40,000) = 247.5 GPD
PROPOSED FLOW = 220 GPD (COMPLIES)
I o ` REVISION DATE DESCRIPTION BY APPR
PROP9E
APPLICANT:o o I
DRI �EWAYDECK SOIL EVALUATORS LOG
PETER MARNEY
TEST HOLE 1 P.O. Box 29
P # 69 Q ^ OSTERVILLE, MA 02655
C�`t PROJECT:
�L9-T AREA = T.398-S.E, 6/20/87
(NO VARIANCES REQUIRED)
f _ PERCOLATION RATE: 1 IN 2 MIN OR LESS
1 - - _ NO GROUNDWATER ENCOUNTERED PROPOSED SEPTIC SYSTEM
40 BOTTOM OF TEST HOLE ® EL. 20 AT
15 OLDHAM ROAD
I 1 �� / , - - , - - 42 TEST HOLE- 2
- -- - BARNSTABLE (OSTERVILLE) ,MASS.
-i - - 44 BY: SULLIVAN ENGINEERING
\ / / ------- 46 __ -_ SHEET NO.: 1 OF 2 DATE: NOVEMBER 5, 2003
AP �-------{- � 11 /03/03 EL. 31
` B LAYER 10YR 3/4 SCALE: As Noted PR FILE:
120, ` DARK YELLOWISH BROWN
12" SILTY SAND EL. 30 DESIGN BY.- JOHN C. O'DEA, E.I.T. CHECKED BY. PETER SULLIVAN, P.E.
C LAYER 2.5Y5/4
LIGHT OLIVE BROWN PREPARED BY.- HOF
120 MEDIUM SAND EL. 21 PETERy
NO GROUNDWATER ENCOUNTERD Sullivan Engineering, Inc. SULLIVAN
LAYOUT PLAN APPROX. GROUNDWATER ® EL. 13 ti
PO Box 659 C��
Osterville, MA 02655
(508)428-3344 (508)428-3115 fax
GRAPHIC SCALE NOTES
20 0 10 20 40 8o
1. PROPERTY LINE INFORMATION IS BASED ON DRAWING TITLE:
LOMNI A CERTIFIED PLOT PLAN PREPARED BY
IN FEET ) BAXTER & NYE, INC. DATED 3/13/95.
i inch = 20 ft. 2. CONTOURS SHOWN ARE BASED ON INFORMATION SEPTIC DESIGN PLAN
FROM THE TOWN OF BARNSTABLE G.I.S.
ASSESSORS INFORMATION: MAP 120 PARCEL 079
BONG NOTES
3" RETURN LINE FROM FILTER MODULES
AND 4" INLET FROM SEPTIC TANK
INLET FROM SEPTIC TANK ALL ENTER ON SAME SIDE OF TANK
3" RETURN LINE FROM FILTER MODULES 3" PVC OUTLET
ENTERS ONE SIDE OF FLOW SPUTTER AND 1-1/2 FORCED MAIN
EXITS ON OPPOSITE SIDE TO LEACHING FIELD FROM RECIRCULATION TANK
RISER TO FINISH GRADE
A C 1-1/2" PVC FORCE FILTER CLOTH
~- To RSF MODULE BUBBLER SYSTEM - COVER
MULCH COVERING OMNI RSF BUBBLER SYSTEM
r F
V 24 HR RESERVE CAPACITY
AC POWER
SUPPLY LOCATED _
- IN ED-HO CAL �' --- ----- -HAND-HOLE a i
INLET TEE WITH
-
MM
4r PVC TEE WITH EFFLUENT FILTER = - lO -
ZOELLER FILTER 1-1/4r CONDUIT FLOAT NOTES - -
,.
'. PULL CORD .'- --I
ALL PUMP FLOATS ARE TO BE LOCATED �= M
- - - -_
o ,' �: DRAIN HOLE AWAY FROM INLET FLOW _ = - s _ - --
.� i FLOAT POLE ALL FLOATS TO HAVE 4" TETHER
� � � ZIP TYE TYPE 3 ;..:�i`�_ ,. �•;, ����-� -Y :Y-`- �-,.m j•�v.o...�i' :r: �..: `
W I : FASTENER 1. PUMP ON/OFF T•
t,Do 2 FRONT VIEW .SIDE VIEW jn I CHECK VALVE 2. TIMER OVERRIDE $
v� �'y 1-1/2- PVC FORCE $ 3. HIGH WATER ALARM M
/
TO RSF MODULE 00
: L
NI FLOW MYERS ME-40 1 d' CCLj
)o
M - M UFLO TER WIT EFFLUENT PUMP 1) 2' BLOCK '= RSF DESIGN CALCULATIONS
LVE
r
SIDE vlEw ~SIDE VIEW Sand Filter Media 24" minimum depth <1% #200 sieve, 2mm to 4mm size 8'-6#
!-6N f-- 8l-6" '� Average Daily Flow Flow 110 gpd per bedroom - �'� �� " ` =t '.:ti•'
t •'
10 r
Wastewater Strength-BOD5 Residential 230 mg/I
Recirculation Ratio 3:1 a •`
o
p s `�
00 Recirculation Tank Size 150% of Design Flow (Use a 1000 gallon tank)
d' Sand Filter Loading Rate (Residential) Loading Rate = 1150 / BOD5 5 gpd/ft2 :
Sand Filter Surface Area SA = (Flow gpd) / (Loading Rate gpd/ft2)
220 gpd / 5 gpd/sq. ft = 44 sq. ft. Required (69 sq. ft. Provided)
`'' '�' 2 OMNI RSF Filter Modules Required - ' •`•
1a'�•N:jrt.r a.'•Z....• •. •.K• 3 .s.•r: • s •i'.• :.►••(` .:ate y•• ,.-:
TOP VIEW 3, TOP VIEW
Recirculation Pump Size Average Daily Flow + Recirculated Flow + Back Flow TOP VIEW
220 + (4x220) + 10 = 1,110 gpd (�
FLOW SPLITTER 1,110 / 24hrs = 46.25 gal per 60 Minute Cycle
Use Myers Model #ME40 or Equal (65 gallons/min @ 12 ft. Total Head)
Timer cycles to be set for 15 minutes.
Sand Filter Module Setbacks Same as Title V Septic Tank
1 , 5C� � GAL. SEPTIC TANK DETAIL
1 ,000 GAL. "OMNI RSF" RECIRCULATION TANK DETAIL "OMNI RSF" SAND FILTER DETAIL
NOT TO SCALE
I NOT, TO SCALE _ NOT TO SCALE
NOTE
j. NC�.TES : NOTES I
1.) OMNI RSF MODULES- (NO SUBSTITUTIONS).
1.) SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE WITH 1.) OMNI RSF RECIRCULATION TANK (NO SUBSTITUTES) ;
THREE (3) 20" MANHOLES. 2.) PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE. 2.) FILTER MODULES SHALL BE COVERED WITH MULCH TYPE MATERIAL
Ft
2.) SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER
3.) SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER ONLY. SUIIIVAI
N0.2973�
PAVEMENT, DRIVES, TRAVLED WAYS, OR WHERE BURIED 4 -0R MORE, PAVEMENT, DRIVES, TRAVLED WAYS, OR WHERE BURIED 4' OR MORE, 3.) -ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6fVIL
WHEREIN H-20 LOADING SHALL APPLY. -
WHEREIN H-20 LOADING SHALL APPLY.
3.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL 4.) OUTLETS TO� BE SGHEDUAL 40 PVC.
BE WATERTIGHT. 4.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHAL►_ BE WATERTIGHT. V
5.) 1-1/2" PRESSURIZED LINE TO BE BACKFILLED BY HAND.
4.) INLET AND OUTLET TEES TO BE SCHED. 40 PVC. 5.) 27" MANHOLE COVER TO BE BROUGHT TO FINAL GRADE.
TEES TO BE UNDER MANHOLE COVER WITHIN 12" OF END WALL.
6.) INLET AND OUTLET TEES TO BE SCHED. 40 PVC. _
5.) RECOMMENDED MANUFACTURER- ACME PRECAST OR APPROVED EQUAL. TEES TO BE UNDER MANHOLE COVER WITHIN 12" OF END WALL.
6.) TANK SHALL BE EMBOSSED WITH SEAL INDICATING CONFORMANCE 7.) TANK SHALL HAVE A MINIMUM OF 9" OF COVER.
WITH ASTM STANDARD C 1229-93.
REVISION DATE DESCRIPTION BY APPR
7.) TANK SHALL HAVE A MINIMUM OF 9 OF COVER.
" APPLICANT:
PETER MARNEY
P.O. BOX 29
9" MINIMUM COVER OVER LEACHING OSTERVILLE, MA 02655
3' MAXIMUM COVER OVER LEACHING PLACE FILTER CLOTH OVER STONE
500 GALLON PRECAST LEACHING CHAMBER PRIOR TO BACKFILLING.
. -• - PROJECT.
• _.• : 2% SLOPE MIN
� '••,:•.•:{ �...•. T•'_ is•' '"'� •= _ •S�' ' r 1. :i:. ��'- .,.-
(") -
, . •� •0 0 0 C]~ �' PROPOSED SEPTIC SYSTEM
•. FLOW EQUALIZERS ••• '
AT
M a a a n <= 0 0 0 o 0 0 0 o a `a o 15 OLDHAM ROAD
n, Y a o a s _
000 0 o 0j ooaaoa aaaaao
a a �• a o o a a o a a a o BARNSTABLE OSTERVILLE
l ) ,MASS.
•.J' •� • -a• .• .7. .• � �r_.:-: ••.' '. .•i.•Y -...' •'s't. tea.• r. •�
• ~• DATE: NOVEMBER 5, 2003
-�' 'f` •;.• ..=+� ,�.. :..=•.• :- �: -•• , .�,. SHEET NO.: 2 OF 2
r 8l-6" -I {�- 4l-10" ---�
SIDE VIEW TOP VIEW 3/4" TO 1 1/2" DOUBLE WASHED FRACTURED STONE
SCALE: As Noted PR FILE:
SIDE VIEW 3" OF 1/8" TO 1/2" DOUBLE WASHED FRACTURED STONE
DESIGN BY.• JOHN C. O'DEA, E.I.T. CHECKED BY.
PETER SULLIVAN, P.E.
PREPARED BY.
6 OUTLET DISTRIBUTION BOX 4/
NOT To SCALE LEACHING FIELD DETAIL Sullivan Engineering, Inc.
NOT TO SCALE
PO Box 659
• . =. :': "', a :_: Os terville, MA 02655
NOT a .. '� :r-_' •;: - •'.�."''` 'f .;�. ..-•..
NOTES :;= -' :: • _ - -' _ ...
1.) SIDES AND BOTTOM OF LEACHING TRENCHES TO BE SCARIFIED.
. :,-a_ :•„_ _ _ (508)428-3344 (508)428-3115 fax
TANK SHALL MEET TITLE 5 • _ .a'r 'y .�
1.) THE DISTRIBUTION BOX AND SEPTIC N = <':'''*' - .'• :: •*Y• 4 i'..: t':
CONSTRUCTION CRITERIA. 2.) PIPING MUST BE SCH. 40 PVC WITH TIGHT JOINTS THE ORIFICES
OF THE PIPE MUST BE 3/8" - 5/8" DIAMETER. "• ;~ •:�.'
2.) THE FIRST 2 FEET OF PIPE OUTSIDE OF THE DISTRIBUTION BOX •--"'` " � • •"'�'•''••` ''` ' +•'� �-''=`" " '' '"-' '' � '+ ' DRAWING TITLE:
. .,.
SHALL 'BE LAID LEVEL. 3.) PIPE TO BE LAID LEVEL FROM D-BOX TO 2 FT. OUTSIDE D-BOX
- DETAILS SHEET
_ - SHALL OVER THE SYSTEM. "
BE WATER TIGHT. `4• NO MORE THAN 3 FT. NOR LESS THAN 9 OF, COVER IS ALLOWEDTOP VIEW
)
3. ALL-PIPE CON1VEc-rroNs Htvti C04�CS?ETE rnntSTRUCTION.
ASSESSORS INFORMATION: MAP 120 PARCEL 079