HomeMy WebLinkAbout0030 LIMERICK COURT - Health 30 Limerick Court
Centerville
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J.E.LANDERS-CAULEY,P.E.
civil-environmental engineering
P.O.Box 364
West Falmouth,Mrs 0�574
(508)-540-7733; 508-540-3344 (fax)
Barnstable Board of Health March 21,2614
Attention: Administrator
200 Main Street
Town Hall
Hyannis,MA 02601
Re: 30 Limerick Court
Centerville,MA
Job.No.: *****
Administrator,
Please be advised that the excavating company of Cavossa Excavation,Inc.had retained my firm to inspect the
installation of an onsite sewerage disposal system sas,distribution box and risers and sign off on their work. I have done
so and have attached the certification form and as-built card.
Unfortunately,the original designer no longer lives within the immediate area,could not be reached,and therefore
unable to witness the installation or sign off on the installation. I have done so in their absence.
If you have any questions regarding the installation pleage gontact my offico. Thank you for your understanding
of the predicament of our client.
Sincerely,
Cc: Cavossa Excavating,Inc.
Jack Landers-Cauley
Board of health-variance.doc
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in com tuuter:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
i Yication for his osaY 6�te/Co�union j3ermit
Application for a Permit to Construct( ) Re air Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Adr mess,and\Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 3^�o.�.m,.... Lot Size \-;T ^C.-j=) —'sq.ft. Garbage Grinder( ) sL
Other Type of Building No.of Persons Showers( ) Cafeteria( ) />
Other Fixtures
Design Flow(min.required) �-� gpd Design flow provided gpd
Plan Date Number of sheets ``�Z¢� Revision Date
Title • G
Size of Septic Tank S: ').testy\ ype of S.A.S. zK>,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
cam:.
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Bo r�offlealt�h.
Signed Date
Application Approved by Date f
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
L
a .0. I Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered mcom uteri
Yes'
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for Misposal 6p8tetn Construction 3permit
M'
Application fora Permit to Construct( ) Re air Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. � -�x_C Owner's Name,Address,and\Tel.No. -���-`77(;
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
I. -
a
Type of Building: 15CJ6 Zt Z)-SV ZO
Dwelling No.of Bedrooms Lot Size \-,7 `
�t^)CX::� -- sq.ft. Garbage Grinder( ) �
Other Type of Building No.of Persons • Showers( ) Cafeteria( )�✓Ea
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date ` Number of sheets `gyp. Revision Date
L Title
Size of Septic Tank S: ' _ )ype of S.A.S.
,- Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the
Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board o
1 Signed'--,- Date
__ < I
_ � .
APPhcation Approved by�= jam` D t r f g
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned4, f)by
at / ` has been constructed in accordance
with the provisions of Titlee55 sand the for Disposal System Construction Permit No.;o!q-05� dated 9`
Installer C� 110 C�_o�' Designer
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system dl-Gictto esigned.
Date _ J� ��r t Inspector A
----'-----------------------------------------------------------------------------------------------------------------------------------
x ,. No. �� — d 5 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
disposal 6pBtent Construction 3permit
A Permission.is Hereby granted to C uct Repa grade Abandons ( )
F System located at d
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 a completed within three years of the date of this permit... ` V
Date I O ' Approved b v
PP Y
II.
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
{ &rAB Public Health Division
n 39. Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# Assessor's Map/Parcel
Installer &Designer Certification Form
Desioner: Installer:
Address: -��, uk'( Address:
On 2,,,,,.�-,�,was issued a permit to install a
(d e) (installer)
septic system at based on a design drawn by
(address)
dated N`r,_
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
/✓ I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout (if required) was inspected and the soils
re found satisfactory.
asy,
' O Jo yG
(Installer's ig ature C., LANDERS-CAULEY ,
U CIVIL y
No.35101
A�v 9FGi
(De's gner's Signature) (Affix from ere)
z
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
gAoffice formsWesignercertification form.doc
TOWN OF BARNSTABLE
LOCATION SEWAGE#
' VILLAGEE�r��� ASSESSOR'S MAP& PARCEL p
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY \-Y--_f7-�=:,_ \ e`er
LEACHING FACILITY: (type):.t �.—,��,� (size)
�y—
NO.OF BEDROOMS
OWNER �� \\
PERMIT DATE: � COMPLIANCE DATE:
Separation Distance Between the:
i
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility "7, Feet
Private Water Supply Well and Leaching Facility(if any wells exist on
site or within 200 feet of leaching facility) � Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of le g aci i ��t�. Feet
FURNISHED B
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Parcel #82
17.060 Square re"
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LOCATION 20 D V k:r SEWAGE # 2-00
VILLAGE C eAl re R V ILL P ASSESSOR'S MAP & LOT S�'
INSTALLER'S NAME&PHONE N0: I �1 d �Z Ife IQ t
SEPTIC TANK CAPACITY. Z Q D
LEACHING FACILITY: (type) &-Z Q . Q,11 F F V (size) ZA A 3 �
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NO. OF BEDROOMS 3 L
BUILDER OR OWNER
� PERMITDATE:; _.3����2
COMPLIANCE DATE: S Ja
i
Separation Distance Between the:
Maximum Adjusted Groundwaier 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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No. FEE
COMMONWL III+14 OF M S,(\'� �'(7Sf�(r�''•��_I+.,(\`.�
Board of Health, MA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) -,,�komplete System ❑Individual Components
Location 30 L Cov�A Owner's Name 1
Map/Parcel# M ItogCmR Address 30 tjfvl6d—, V"
Lot# Q-Ba Telephone#
Installer's Name -�P MG & Designer's Name V;r� A C
Address (f„�\eR _` M Address 3 k - mO4 ,�
Telephone# '�' S- 3 Telephone#
Type of Building Lot Size 41 0,5 I sq.ft.
Dwelling-No.of Bedrooms 3 L'C�c ceQ> Garbage grinder 91A
Other-Type of Building O�(l,e, 1 _ No.of persons�Showers (r<Cafeteria (�
Other Fixtures l.cvC�� ��k-C�roci �(1�s:, L-ey()C,CLA
Design Flow (min.re uired) gpd Calculated design flow 33a Design flow provided 349.• gpd
Plan: Date I Number of sheets
�� I Revision^Date
&q C
Title SC �� CbCC AL
o I �dl,(.JC;.,
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator oln Date of Evaluation ( �(o
DESCRIPTION OF REPAIRS OR ALTERATIONSs L 1►'Q
311 oL
0-11 " Loamy sand 11 "-28-1 candyI,e.,r. -28" 0 54"-54"-120" fine sand
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agr es to not pl a the tem m o ra' n until a Certificate of Compliance has been issued by the Board of Health.
Signed i Dat`/ 2,AA ii v L� /7 enlo;
X1X4/X)X
Packed in 4 ' of in of 1 1 " Gt-nnp-tnnp
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o. 127!
FEE S Q.Q Q
Board of Health, C iG � MA. )
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairX Upgrade( ) Abandon( ) -AComplete System ❑Individual Components
+ Location s L l m-o-r�6� Cuu�A Owner's Name � �' n C L-�b .�
Map/Parcel# (nCt �- C(: rce Address 7�6 la(710 C\Cr C- l-e.(-)-� -C U �A (• ��
Lot# ' D -e� Telephone# ,5()B -
Installer's Name ^ MC l_C Fy-1W.i & Son t. Designer's Name
Address A S P Address 3
Telephone# - 3 1 Telephone# l�c3 - 0--9(- U-a 51-)
_ Type of Building l �,�(,e SSA k CA Lot Size sq.ft.
Dwelling-No.of Bedrooms � C 2-Q> Garbage grinder P/A
Other-Type of Building No. of persons Showers (v)'Cafeteria M
( Other Fixtures Lc, -3c, :Ac 6 c,
= Design Flow (min.required) gpd Calculated design flow -) Design flow provided gpd
Plan: Date��I O a --Number of sheets � Revision Date
Title Dc)oSk
Description of Soil(s) (' �0 S c J G J0. t Ge;��� ze 111 ( jol
Soil Evaluator Form No. 1 Name of Soil Evaluator '(,V) JG�Date of Evaluation I I I L U 1
DESCRIPTION O�REPAIRS OR ALTERATIONS Q C• C o C\ -D
3j 1 a l' OQ
0-11 " Loamy, sand. 1111-7R" riT I�2w::^. -28" J0 54"-54"-120" fine sand
A,
'. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agr es to not plane theem in o era' n until a Certificate of Compliance has been issued by the Board of Health.
Signed / ✓! syst i. Date 3 13 02,E
XhMp� rI949 Reo, f to , f
packed in 4 ' of
No. , FEE $5 O.O O
COMMONWEALTH OF MASSACHUSETTS
Board of Health, Barnstable MA
CERTIFICATE OF COMPLIANCE
Description of Work:XM Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( )
by: J.P.Macomber & Son Inc.
at 30 Limerick Court Centerville,Mass.
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. dated Approved Design Flow (gpd)
Installer J,P-Macomber & Son Inc. I-A--
Designer:Carmelq E. Shay Inspector:—JAj Yl - AALA Date: l<'In
:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. t � /D FJ 5 0.00
x
C®MMONWEALT14 OF MASSACHUSETTS
Board of Health, Barnstable MA
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair(&� Upgrade( ) Abandon( ) an individual sewage disposal system
at 30 Limerick Court Centerville MaS . as described in the application for
Disposal System Construction Permit No. ted
a
Provided: Construction shall be completed within three years of the date of i e 11 local couditions must be met.
bc
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health
0
Pj?mENE. SHAY (508)-548-0796
ENVIRONMENTAL SERVICES,INC. P.O. Box 627,East Falmouth,MA 02536
March 15, 2002
RE: Certification of Title V Septic System Installation:
Residential Property—30 Limerick Court, Centerville, MA
Dear Sir or Madam:
On March 14, 2002, Macomber Septic Services was issued a permit to install a Title V Septic System at
30 Limerick Court, Centerville, MA, based on a design drawn by Shay Environmental Services, Inc,
dated, March 13, 2002.
I Certify That The Septic System Referenced Was Installed Substantially According to the Plan
XX I Certify That the Referenced Above Septic System Was Installed With Changes but in
Accordance With State and Local Regulations, Revisions or As-Built Sketch from contractor
will follow.
Nature of Changes:
1. Existing 1,000 gallon septic tank was found to be re-usable in place of installing a new
1500 gallon tank.
2. Leaching area was placed closer to the existing dwelling (15' from walk out slab) in
order to avoid existing failed leaching area. Minimum Title V distance from a
concrete slab is 10'.
The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is
Required.
If you have any questions, please do not hesitate to call the undersigned at(508)-548-0796.
Sincerely,
CARMEN E. SHAY
ENVIRONMENTAL SERVICES,INC.
OF RgsS
10
CARMEN yGs
O'Xafry mlrv�' E.
SHAY N
. 1181
Carmen E. Shay,R.S., C.S. r8TER�°
President sg N I TAR\P'�
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TOWN OF BARNSTABLE
OF"N E TO
6�P� fro OFFICE OF
BAHH9TesL s BOARD OF HEALTH
y Mns B. p
op,o�039. `gym 367 MAIN STREET
'eDMAYA HYANNIS, MASS.02601
February 26, 2001
Colleen Broughton
30 Limerick Court
Centerville, MA 02632
RE: 30 Limerick Court
Dear Ms. Broughton:
You are granted permission to construct an onsite sewage disposal system at 30
Limerick Court, designed with an innovative treatment system, for a three (3)
bedroom dwelling.
This permission is granted with the following conditions:
(1) No more than three (3) bedrooms are authorized. Dens, study
rooms, finished attics, sleeping lofts, and similar type rooms are
considered "bedrooms" according to the Massachusetts
Department of Environmental Protection.
(2) A floor plan shall be submitted by the applicant showing the
locations and dimensions of the three (3) bedrooms and other
j rooms in the proposed house.
(3) The applicant shall record a properly worded deed restriction at the
Barnstable County Registry of Deeds, limiting the property to three
(3) bedroom maximum. The deed restriction shall be signed by the
owner of the property. A copy of the recorded deed restriction shall
be submitted to the Public Health Division prior to obtaining a
building permit.
(4) A maintenance agreement and monitoring plan for the microfast
treatment unit shall be supplied to the Board of Health.
(5) 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 strict accordance
with the submitted plans dated February 16, 2001.
colleen
a
�1
This permission is granted because the applicant stated three (3) bedrooms are
needed in the house. However, only three (3) bedrooms can be approved. Two
(2) bedrooms currently exist on the second floor. Two (2) are needed on the first
floor because her sister is handicapped and her mother is elderly and cannot go
up the stairs any longer.
Sincerely yours,
Susan G. Rask', R.S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
colleen
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BARNSTABLE, "
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` REC. BY
�ArEo��A ����� Town of Barnstable
Fy�% 2 � l t SCHED. DATE:
e-:.. zoo® j . Board of Health
367 Main Street, Hyannis MA 02601
i
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: 3v �lf')) l"(L k COCt f"47yLT�'/_V1
Assessor's Map and Parcel Number: % -( ` 0,? Z- Size of Lot: / 771
Wetlands Within300 Ft. Yes Business Name:
No ,/ Subdivision Name:
APPLICANT'S NAME: Phone
Did the owner of the property authorize you to represent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: (,�i9 G `elelel Z3/'O /�� Name:
Address: 3o / j-n erlci Address:
Phone. 57Z)4� Phone:
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if mci e space neede )
12 r Z w p ,la se-le offs (.S au,,X L.l r Y
w U ? t vS. ua iCsv s
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Checklist(to be completed by office staff-person receiving variance request application)
Four(4)copies of engineered plan submitted(e.gc,. septic system plans)
Four(4) copies of floor plan 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(���it'te�a�t
,and variances to repair failed sewage disposal systems[only if no expansion to the building proposed])
Variance requestast 15 days prior to meeting date
VARIANCE APPROV Susan G. Rask, R.S., Chairman
NOT APPROVED Sumner Kaufman, M.S.P.H.
REASON FOR DISAP Ralph A. Murphy, M.D.
Q:/WP/VARIREQ
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FEE:
* BARNSTABLE,
9 MASS.
039• ,0� REC. BY-
Town Town of Barnstable
SCHED. DATE:
Board of Health
'1% s 367 Main Street, Hyannis MA 02601
Office: 508-862-4644 c� Susan G.Rask,R.S.
FAX: 508-790-6304 F"''
9 Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
® VARIANCE REQUEST FORM
LOCATION � 2
Property Address: 3 U 4I rn pert C--k CO I't(-4 — ec,��W�vt`4
Assessor's Map and Parcel Number: ,<o " D8 Z Size of Lot: l 7 G I S
Wetlands Within 300 Ft. Yes Business Name:
No j,- Subdivision Name:
APPLICANT'S NAME: Phone
Did the owner of the property authorize you to represent him or her? Yes No
r
PROPERTY OWNER'S NAME CONTACT PERSON
Name: ealllel�1 Ar,0 h� Name: .1GLY27 ICI
Address: 30 11'y,,r/G--t Address:
Phone: � ' � Phone:
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if mo'ffe space needed)
—:57/O �%J� is.. vz�L/ /1 ra wo b r
Checklist(to be completed by office staff-person receiving variance request application)
Four(4)copies of engineered plan submitted(e.g. septic system plans)
Four(4)copies of floor plan 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/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 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
..
Fss
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEA.LT ,
''.:Z%.rl:L......0 F.,..........!l..%�'::°.:1..!.�ri..�.::`.:..:.�:.'.:.'l............... .. ....................
Appliration for Bi.6pnott1 Marks Tomitrurtion "amit
Application is hereby made for a Permit to Construct � or Repair ( ) an Individual Sewage Disposal
System at• /
......... a. ........ L1 ?............................... . ?` -C
.... ........
7/J01 ocat ion- ddress or Lot No.
........... r. ...............::....................... ...............................................................................-----.............
Ow Address
a .... 1�2 ..............:................ --...............................................................................................
Installer X I Address
Type of Building Size Lot..,./.��.�—' ... .Sq. feet
aDwelling—No. of Bedrooms ............:.............:.............Expansion Attic ( Garbage Grinder ( )
aOther—Type of Building ...1� ......_..... No. of persons..........:................. Showers ( ) — Cafeteria ( )
dOther fixtures ................................-••••••••---•-•-:..........••-•••......--•---........--•..................._................... :....-•----.
W Design Flow................ �.v............._gallons per person per day. Total daily flow........ ...............gallons.
WSeptic Tank—Liquid'capacity/dDU-__gallons Length...............:'Width........ .... Diameter................ Depth................
x Disposal Trench—No. .................... Width......��...._.. Total L.ength..... . :... Total leaching area.......`T.. ...sq. ft.
Seepage Pit No...................... Diameter.................... Depth below inlet.,,r.._.21 ......Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank
Test Pit No. 1..:./.........minutes per inch Depth of Test
Percolation Test Results Performed by...............�.L_ar.4.S ..,.e.._ ��"f, .............. Date......... ..�_7. :...:
P�t................//_.. Depth to ground wa er....... ..� . .;...
iG=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
I O K��E:�Li
...-•-•--...... ............ :..........:.............. r!�;1j..........Descrt tton of Soil......� ............. 'j °�... ` 1 . 1. . f. fe'f
0 . P T-..... l f. ....._...
U Nature of Repairs or Alterations—Answer when applicable...................................:........................................................
--••--•....................................................................................................::..............•--.................
Agreement:
The undersigned agrees. to.install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been sane by the board of health.
Signe1. ...............................
Application Approved B :fxX.1 7( ..... t_-� .-s �_ ( Date.
Date
Application Disapproved for the following reasons:.......... ...............7
...............................•----........------........................----------------:..---.... •-•-•------•••---•••----....••-•••-•--
Date
Permit No....:..:..........
• .................................... ' slued... T e......_. .��. L. '
THE COMMONWEALTH OF MAS$ACHUSE
,F BOARD' OF`. EA : H
........... , 1. OF .[ ✓i.....' . ...
. Ortifirtttr oaf &i
THI IS ERTIFY That the Individual Sewage Disposal System constructed Repaired ( )
by...' .. t ........ .... . ............. ._ �......«...:: ....
................
..........
.._.....
ns,�Iler
1' at...", ....���...... ...... (. ........
. ...... ..1�.. .............
' has been installed in accordance with the provisions of 5 of The..State' Sanitary Code as described in the
application for Disposal Works Construction Permit No. r� '............. dated..... "'. .1."'7./............
THE ISSUANCE OF THIS CERTIFICATE SHALL NOTP$E`CO RUED A, A G4jA ANTI AT THE
SYSTEM 19YllL FU CtiTIp AT ACTORY
DATE_,... .... �/.. .. ................. Inspect9r`:+4 �' ............ ...�..............
r
y THE COMMONWEALTH Of MASSACHUSETTS "
H E H `q
BO- RD O -HEALTH
:OF t.. f. u ,/
No...,...... ....... r {,,L :V FEE.I�............
Perrnissio reby granted! ... c ...
to Cr' air ( ) an Indw' ewa a Di s Systeri >
at Non tct�> ¢� i ': :. l ��_".'
6 w *�+
tr h, "•. .. . ,.`.. i Street
as shown on the application for Disposal Works Construction, Perm' +I: ' ��i� �bated..... .'�. `�
_
ealth I !'
..........................5, " y
RM lP � 'HOBBY 4c..WARREN, INC., PUBLISHERS r Iifi�6 X� ✓ -
v
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3
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V NO,rMAIN fST _ 712 MAIN `SY CH. BY;
YAt¢�1.T} ASS.. HYIiNNIS, MASS.
SHEETJ OF �' Q TE REG. LANi3 SftEr :~
20 FT. X J
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CONCRETE IWIA"; p<TCN: 4' DoueLE ;
CGVOW 5 � Pt/r F7: ?1CRjWORATGD
Y _ PVC P/PE
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• L10!!/D LEYEL �=- CLEAN SAND --�
4"GAST
• /RON PIPE lOo y GI1L. , ..
IMlw. P/7CK. ,SEPTIC TANK, . D/sT. (SEE
•,o' %4"PER FrODaK 8 C TAOULATIO/V,)
LEACH//VG F/ELO
4 $ECT/ON OF G�uND N/A
TER ?AeL£
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LEAGJSI/NG .FIELD 154/1. LOG
SCAA-Z N a / �_ We TEST P/T el TEST
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Z04AYOR 4"oaueLf
OF VE 3/8" P,ERFO/ ATEO S vBso�G
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RESU1Ts Iy/TNESSt`D 4Y R-n•
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4"DovSlE 9�4"--J �2" Z WOOD 37AXES /V1/I~fOER Or dED/fOOMS
ArRAVRATEO kvAsNAmP TO SET B FT GA�B4�E D/SAL VN/T
PI�C PIPE D/y CENTER ESTIMATED FLOW 7_00 GALIDAY
TABULAT/ON
L,E,dICNING AREA `{'3 r So. fT. D/MENd/ON A
' SECT/ON X—�( Rat fG1�YE AREA SQ..FT. D/MffNs o v a �" FT. h,//R
SCALE /.�• a / ,-G•• DIMENSION C FT.
of Miss' INVERT ELE'VA770NS
T, ��c /N✓ERT. AT B�/ILDING O
ROBER
P. /NLA& SEPTIC TANK 9q. ITT.
euNiKis ti OU7 LET SFPT/G T�1 NK 0L.DREDGE ENG/NEERINCr Ga,/,v
No.22162 i Q bET 01"W 11MON BOX 9 FT.
9 t. 4, M 712 MA/N sr. 33 NO.MAIN ST.
NyAvn!/s. MA 1 S. JO. YI��tMOL?M MAST
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No.8420
416TOL a '
CERTIFIED PLOT PLAN
NEW CONSTRUCTION ONLY t i
-TOP OF - FOUNDATION IS D% FEET IN `
ABOVE ' LOW POINT OF ADJACENT
RO.AD.
�/
SCALE: / "�- -t DATE.
,ELDREDGE- ENG N R NNG CO.1NC TL-&" 67 1 CERTIFY THAT THE FocJi✓DAT�D�'-
CLIENT _ SHOWN ON THIS PLAN IS LOCATED
EGISTERED RE01 TS ERED JOB NO. 1-704-7 ON THE GROUND AS INDICATED AND
CIVIL I LAND CONFORMS TO THE ZONING LAWS
ENGINEER SURVEYOR DR. BY: /i A'/I OF BARNST B�.E MS
33 NO. MAIN ST 712 MAIN ST. / �� 4'` r'` � --t �
iO. YARMOUTH, MASS. HYANNIS, MASS. SHEET_/ OF / DATE RES. LAND SURVEYOR
-! V
oo
FIMF 00
N
FRONT ELEVATION
SCALE: " °' REAR ELEVATION
SCALE: 'IS' - P-0'
uLU
0
F
779 ® N u
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LEFT ELEVATION RIGHT ELEVATION
SCALE: 118' - 1'-0' - SCALE: 115' - I'-0'
LLl
Z
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DECK
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SCALE. 115' 1. 0
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ND
IrxtsTrNiPOT EL E VAT tor� P.A. o. a �EiFIEDPLOT :. tz' �y
E��yupO(�♦ r•""-�—+' Qe—•r.�'— • �, a
Ft>�t �NDA# i M +„r tLLV�T�UN
FfNfSWltDk:C.0_NTOUR 0 ::
d FF A1% � +BOARD OF�1."EALTH
DATr ' �" ' �a T , �{� -'f -a SGALE. ���_ D/. DATE_ ,� `'
" DrlV VEER,INQ a rlY
t:i� f
_�� �- �N _:_---- 1 f�ERTIfY TEAT 'THE�o'OP �>
EGIST & REQI$T�RF JOB Z704-7 8Uil01NQ NDWN ON TNt
•Cxi?1l '(.AND DR.8Y^.,� -9t CONFOROpt$ TO THE. �ZONJ R>
NQINEER SU VEYOR -- OF BARaST LE., -k!
`33-- NO..MAtN ST :♦ . T!2 MAIN \S7 CH. By.. `�
0,.: YA�R b�1TA;�rtAS 6-. .HYAN N I S, M A$ LAaE3- -- - ------�-,-- ':
�.
r1
SHEETL: OF � Q TE AE6 aa? i� Y #'=
20 FT• M/N. X i
CONCRETE 14lN: Ja�7L^H .�' Dotlet.E ;
rAE
V
COVERS /B'PerR s=T PVC P�E D
A :o /0" '
J.lQI/I D LEYEL �= CLEAN. SAND
' i
• IRON PIPE !a a � GAL.
..�
sEPTiC TANK o/sT �seE
Y4 PER fT o01X 8 C MSYLAT/ON)
•; ; L�4CH/NG F/Et o
i,, • ..
SECTION OR' GROUND WATiERTABLE
SHWAGE DISPOSAL SYSrEM �
LEAChI/NG .F/EGD SD/L LOG
*CALF' : �4N a / �' ��• ?EST P/T el TEST P/T 02
3 FT. _6. i'T. O.C. . /oo. Ete'YATioni
2"LAYeR +••vouecf SD/L ?EST �opt�I
OF /��': 3/g~ PERFOAATEO ' SVBso�C
y�44sHEDs'7t9NL PYC P/PE OA•TE-OP .?C/L TEST. '7 /•S '�7 /8
mESULTS I•V/TNESSZD DY R 7�• T��Ni�cis
• CL�AIV. p&jTCo4A7,1ON RATE_KI y // 5 'P►c�',`�'�
" :.SAND: . '+: 9 4. A�-'
j..:�,i "lei ff RTrSt Z.L.TL .'a •rs GROU
• :s `•' '' pE5/GN CRITERIA
4"ocvS.tE d 4"../ i�2•. •.. /VUM6ER ors, Z
PE/�,pRATFO SYAFD JTONB � WDOD.STAXES lJ
PYC PIPE SET g�T GgRB4dE D/SPl7�SAL N/T
ON crvr.A, LaST/MATED FLOW 7_00 GALIDAY TABULA?/ON
Z rACHI-v AREA ¢32' SQ. >=T. p/MENd/ON A -3 r`T
.SECT/ON X—X RAVE A/rEA► SQ..FT. p/14ZA1310N
SCALE : �4. a 1 -O DIMENSION
�"oFM�ss /NVERT ELEVA?TONS 7E�
ROBERT, c� I/VYERT. AT Bt/ILDING
P. INLET` SEOTIC TANK 9�' 9 F7r
0 BUNIKIs OVTtaET- SEPT/G Tip NK 9 9" ��' �L7�R�DGE ENG/NEERIN6 C/NC.
no.22162 0 Q l.ET Ai1Tl�18L/7YCN Box 9 FT.
4. 4, � ." � '�I2 MAIN Sr 33 NO.MA{N Sr.
A'p FGISTE� 4 V Z7- 67*1/!40r/dN.4OX ��f' � �. NyANNIJ. MASJ• SO. YA/lMCC1TN, MASS
oFf�S''ONl1.�a� �j1/L Oi Z'/iCrf4llitG`r IEt�- 17:-V
Y JOB NO. 7 I o 9 SNEI:'T 2 oi•' 2
• r
I � i
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L 07-
l7, c sy s,r 4
OF rye
ot�4�ROBERRTT r�
SUNIK=s
No.8410
l7 FasTOL
• do s
I
CERTIFIED. PLOT PLAN
NEW ' CONSTRUCTION ONLY
TOP OF FOUNDATION IS 19L FEET IN
ABOVE " LOW POINT OF ADJACENT fA AJ1�` SIASla9,0AM ASSIs
ROAD. . I
SCALE: / '�- �j-� DATE : III 77
LDREDGE ENGINEERING CO /NCB, 7ra•A67UA I CERTIFY THAT THE �ocJn/o.4Tio.�:
CLIENT _ SHOWN ON THIS PLAN IS LOCATED
EOISTERED Ri`STEREO JOB NO. ?��' ON THE GROUND AS INDICATED AND
CIVIL LANO CONFORMS TO THE ZONING LAWS
ENGINEER SURVEYOR DR. 9Y= 11 /4 r�I
.OF BARNST B4E , MAS .
33 NO. MAIN ST 712 MAIN ST. CH. BY`
iO. YARMOUTH, MASS. HYANNIS, MASS. SHEET._/-OF / DATE REG. LAND SURVEYOR
�.
}
� S
1
y ]
' r
y.
7
I'
99;}
7 4/3
i7
i:.
- TOWN OF!BA',kRNSTAB�>E
�. '. .
- SEWAGE#
"' -
� ASSESSOR S'' &PARCEL p
INSTALLER S'NAIvIE&PHONE N0.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type), (size) `��y��� }y—
NO. OF BEDROOMS
OWNER - — _
PERMIT DATE: COMPLIANCE DATE: ' — �4,ffq
Separation Distance'Between the:*
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility "7,? - Feet
Private Water Supply-Well and Leaching Facility(lf any wells exist on
site or within 200 feet of leacliing facility)l /tom- Feet
Edge of Wetland and Leaching Facility.(If any wetlands exist within
300-feet of le i g aci i y. / - Feet'
,FURNISHED B
Q � .,
,3
}-1.\
'- _� Y �
i
TOWN OF BARNSTABLE
LOCATIONS\� ,�' SEWAGE
VILLAGECO,, ,�\ -_ ASSESSOR'S MAP&PARCEL O
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) � __ (size)
NO.OF BEDROOMS:�!,
OWNER
PERMIT DATE: 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 le ' g aci i Feet
FURNISHED B
14S I
TOWN OF BARNSTABLE \t
LOCATION L /A4 e /C' C ®UR:r SEWAGE #
VILLAGE eAl re R V ILL e ASSESSOR'S MAP & LOT '08�-
INSTALLER'S NAME&PHONE NO: 41 A Z 0 W 19 e 1? t 9 ON
SEPTIC TANK CAPACITY / Q 00
LEACHING FACILITY: (type) in L ell F F V (size) ,Z.2 X 3 2
NO. OF BEDROOMS 3
BUILDER OR OWNER l'00 �bv"
PERMITDATE: =3)I y U 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
n /
\ ` IN V'
W
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a
a.
1
BE V SCHEDULE 40 P.V.C.
SIMON A -A ALL�pm nor
oantnon soot sw1 K er
KT Fi F01 AT LEAST 2 FT
areft wm o-eo._ 32AD oar aye 3100 PROFIIJ PIR W OF MACAING SYSrNM
oinmET
3 MOLE M-20 ' �"4f'Ar /�, •wawa rodshm
ISC -- °vim aunET
D 8(Af
Yam" Cewr r , I/!,•www ov~shm r
, E�
s- OA"(r pw fact
1' ENecOm tee' 4- — SM 40:•T
W ci oNj
PLAT SECTION CROS;
' lot.
'
' 4. 4,n p o O o 0 0
i HOLE H 20 DIS IBUT10'
Ef Vkt1h 3 L*dts ! 90 w .24' NOT To SCALE
c Id 4'c � .
e
Effectlw,Length
Ad)~El1MT . ELEV. 2,.e2
e�ean O T.e rb• E�.•17 SOIL AHSORPTA]N SYSTEM (SAS)
OBSE►tvED OITOUIOT 70 . ELEV. 1e.e2
FD4-6S LEACHING UNITS / SHOREY PRECAST
Not to Scale
i
j NOTE: ANY STRIPPED OUT SOIL ;ONTAINING LEACHATE
FROM THE EXISTING CESSPOOL T4 BE DISPOSED
OF AS PER BOARD OF HEALTH StECIF1CATIONS.
EXISTING LEACH PIT TO BE PUMPED DRY do
02M TANK, REMOVED TO FACILITATE NEW SkS INSTALLATION
1 COMPONENT
OF
OR EQUALS
S 30d 57' 30" A 115.26'
r
Parcel #82
17,068 sue. r..t +/
38
. - _ - - -
36---- - — -- - --_=-----_------ — sz
r;r
4-
�-- --- __ ---------- ---30
32------ -
,� 0
- 24 6'y� crop/ '
,/�
a ,/ S*pUc Tank 1 '
S ANDR00Y - -----_
_ HOUSE - 34
to
r ' 36
PROJEC-P BENCO MARK
TOP OFr FOUNRAT1ON'
qV. 36.05 (N(;VD) o
OF PRO(
115.00'
34------ �� N 34d 49' 25" E
2001) ��-_-
gs
LIMERICK CO UR T
(40 FOOT RIGHT OF WAY)
I"OF
G
o� R E
E.
0 ZO 40 50 8
G�STER
S
,
SO/L s 72;:S7 1` 55 UL TS 990-7
• O„ FL. Z7.9
A/E 541VD y 7,SYR 412
LOAM
B L 0.�1 My
S"Ek/AGE sYS7�iv1 PROF/G E
SAN1� 7.5YX 414
c oARSE
$ OY,45 CR UP411T` i�,117N/n/ lee' C� GR,gV25[Y /OY/F 814
5A AID
F/N, G/2ADE Nl/N" LOPE DF 2 °T 54-
36"M,gx. 0/57 50A- W .1"SUMP /oYX 8/2
SGAS D. 3 4„m4x.coVER
SCH• 40 PVC ! MICRO I NV• z~C6 vc-,e
SL
nvv" F,4sT + H 4o PVc Scy, 4o Pvc 27, 8 �/ CZ SAND /aY,P 8l2
; 1 NV,
A Zg•9/ �•5 i 28 GG /NV• //VV• ' 3 ' 4„ pERFnr�D PJPl;s w/Zs?, '
clr�°a r Z S"o0 27.83 �. Z7. 04 G' �i�OP aE0 of /g' - //2" wAsHED 5To1vE
! M07TGJN�
• SETTL/NG ''
1 T..
. � � ---_� ...• LEACH/ic/G BE.T, ��, iB.Bz r TR�)TME�'Jr
C _
8• � /D 9 G,�Oc/ND h/A71��
BED of El. 21. 8Z I. lZ0" EG. 179
USE' /56)0 GAL, P.eEG/-l5 T �5EPTIC 74,1I CRc�SNFL ,QGc77/STEh NIGH G�O�/NDW4TEf
WlTt� CUSTOM !O 9/0MI-f908IG5 S`To/J
MlcRo��57 0.5 J"AiVU/=-'}cTc1,e�,es sPEcIPJGAT1aNs.
SOIL s 7�5 ,DATA r /- - zoo/
072F. '�1�90/JI //�/RrEtc' ,�j6ru 6rt16'V7- A44b n1d,t1!%Gj,-/ 6E0
T /G
5,4"5-7-494E 9,D. H, - .d01VIV,9 /Vf/DRAN.l�/
fl EiVCOL/NTEKED G l'DIJND h/A 725,,f CZ EL. A6 62
K
h 1��5/6N G,flDUNV AJ l TE/W BASc'D ON 77yE `W,1' 02"-
' BEL G/T V,&4/c,4 7-1eW ON EVE-G S
/ O/� kZ;V VG/.9Kyj Zd0/ = EL• Z/,82
J\ ,
IV
•
r
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Y \ Q /% i �ouT� Z
A5' S /
/ / T EiVT.ey 11 i , �� :/ R� 4
N OR05Eh •Soo E• 0 S
' P
6�
a46X
4CUS MAP .SCALE- / -ZDDD
i
,• S/TE' .9.vd SEh/�IGF PLfIy
Lsso s2 Pl•�EP�IRE,D FOT
io �3
33O G. DA/LY F�oLt/ 0.74 Y �tr
fy �9tH uF 4j, �y�``➢ 9��
JOHN COLLEEN BRDUGyTOAl
P. a
PROVlbS� , /N.G/L T/C AREA . \ N �, bOYLE,r�r y P�40 SAD �EMODA-Z A-bd/T/off/ TD
30 1 o LIEBERMAN ,, Na.33�89 �.r1S711VG 3 BEal�ooM d!�/EL G/NG
i � � a i
.- i tiu.rStJ,I \ F�
Q." 9 FGISTER pQ-
2L 30 A�o�Fc �wa�� �.Np E� PARCEL �clD. B2 L 1MER/GK CD 4/T 7-
o- +BTE SUR`1 BARNS
TABLES M<j.
Sc,4LE=/"=2 D ' FEBRVARy /G, ZOO/
e
2 /L- too TeALE IAA FEDT
/.J>OYLE ASSOC/AYES TEZ : SL3 -/99 4
PO. 8D.Y S9S' W. /WLMD!/ThH, /yq. OZS7-f
•
,
{
{
„
,
. 1 2000 +/
10 in.m from
*NOTE. ALL PI ARE f PIPES E TO BE 4 SCHEDULE 40 P.V.C.
1hoLse
Au.o�►+�r�s�w Tip toe tic tankeP ,,,, orstRrriari sox arwt BE
Exiating Foundation -
k: �, SECTION A A ,r «Down must b• 8ET L!1 FOR AT LEAST 2 FT.
e in, of tint•hsd grade
4 a
0
aaa.•„r Septic To*- 32oo oroe.over a-eox- s2oo or•r s+�s-a2oo PROFILE 'VIEW OF LEACHING , . , . ,.
. � SYSTEM ,� oun.ar
@r m
• -- SS' 1r NXT
a q�p ounFr t t
a� 0,02 _ - 1/!c si.aus!4••/•�• �„
3 HOLE H-•20
MST. BOX , f f/7t"r.•Aud onui,at ar•n. �" q
I-n 0.0T 3' ►admur„ cow Top of sus R
( Q 1.500 GAL, . e.k-2soo
FROM FOUNDATD]i 8 0) to ,4 S. a.oro•per foot
s • 4• SCH. 40 T FALMOUTH _
N SEPTIC TANK ro t.W ROAD ROUT
tl a H-10 ad 1 Effective E 28
CONCReTE FLIIL o Il Ln ad o Q .�! SECTION ROSE �_
c 1 ad w ewer
® in.af 3/4•-1.1/r tl > 4 4- S C� "C3 C3 C3 rM C3 C3 ,
SYSTEM PROFILE -'compacted•tan. +� n- o cm lot. HOLE H�-20 DISTRIBUTION BOX
gg
Not.to Scale c � � � 12, � Zt 3 Units l 8,0' � 24` NOT TO SCALE
c EPFective , >p�� L❑C U S M A P
— Id , f�
c «-c
e hi.of 3le-1 1/2' $ �f I
ccrr>pact•d stone Effective Length
l
Adi odESHWT ELEV, 2i.02 GENERAL NOTES
Bath of Tout Hde 2 13•r..-17.90 SAIL ABSORPTION SYSTEM {SAS)
oe veD aaaurinwATER - c 1ee2 I 1. Contractor is responsible for`Digsafe notification
FD4-8S LEACHING UNITS / SHOREY PRECAST and protection of all `underground utilities and pipes.
Not to Scale 2. The septic tanka l distri L .on box 'shall be set
level on 6 of-3f4 -1 ,1�2 stone.
3.'Backfill should be clean sand or gravel with no
o stones over 3" in size.
NOTE: ANY-STRIPPED OUT SOIL I,ONTAiNING LEACHATE
3-2a•[MAX /�OLESS MANHOLES ? 4. This system Is subject to inspection during`installation
FROM THE EXISTING CESSPOOL TD BE DISPOSED by Carmen E. ShayInc.
,o'-a• - Environmental`Services,
,. 5. The contractor shall install this system In accordance
^,.�; „t ,:,�,. ,, ,.,. OF A5 PER BOARD OF HEALTH S'ECIFICATIONS. _ with Title V of the Massachusetts state code, the approved plan
(" `
and Local Regulations.
33 6. if, during installation the contractor encounters any
EXISTING LEACH PIT TO BE PLMPED DRY & soil conditions or site conditions that are different
naLET i
R*ZT r' .' : fromi those shown on the soil log or In our design
�' 1 REMOVED TO FACILITATE NEW SkS INSTALLATION installation must halt & immediate notification be
' THE ACCESS COVERS Fort THE SEPTIC TANK, made to Carmen E. Shay Environmental Services, Inc.
DlsTreeunr�i Box AND LEACHING COMPONENT _ I, aY -
,,,r r. SHALL BE RAISED To WITHIN 6' OF 7. No vehicle or heavymachine shall drive over the
. r FINISHED septic system unless noted as'H-20 septic components.
STEEL REINFORCED PRECAST CONCRETE iNSTALL TUF-TiTE GAS BAFFLES OR EQUALS
I / B._Install Tuf-rite gas baffles or equals on all outlet tee ends.
PLAN VIEW ON ALL OUTLET TEE ENDS 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes..
,.
r 3-24• 'RE COMM f r 10. AlI solid piping, tees & fittings shall be 4 diameter
4 ' Schedule 40 NSF PVC pipes with water tight joints.
y. 4' �'• t'. '
3 m�,• daranc. +rfee"
11. Municipal Water is Connected to The Residence and Abutting
nn rdt to outlet r : Parcel #82 �' .' �-- �� Properties Within 100 Feet.
S. t - OUTLET �7,Q✓S8 SQtiCrT'F FBit f% �'� ''' .��
T 5•_T �.i
4—a•min
1' __ Ti�iE:PROPERTY LINES ARE APPROXIMATE AND
., ---" COMPILED FROM THE SURVEY PLAN GENERATED BY
----`- / ' „' J. DOYLE do ASSOC. OF W. FALMOUTH, MA ;
I- 1C-o• ": it i �'' i ENTITLED SITE PLAN OF PARCELS2 LIMERICK COURT, GENTERVILLE, MA
A - • DATED FEBRUARY 16,'2001
''CROSS SECTION CND- SEC ON � 3 �_�,-- ,�, � AND IS'NOT INTENDED TO BE A.suiim PLOT''PLAN
E 32 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
- ^ -� -- ------ THE SEPTIC SYSTEM INSTALLATION.
TYPICAL 1500 GALLON SEPTIC TANK 36----Q
..
Not-TO SCALE
1
(H-10 LOADING)
------ -z8 LEGEND
t
j
PERCOLATION TEST ,�J ca ---28 1Q4X1 DENOTES PROPOSED
--------i- SPOT 'GRADE
{ - . w1 i,. ,,s K �'"try j}�1•s�a 3��� �\
Date Percolation
a of P colation Test. JANUARY 16, 2001 DENOTES EXISTING I
-- X 104.4fi
Test Performed 9y. JOHN DOYLE, RLS., C.S.E. ^ SPOT GRADE
Results Witnessed B DONNA MiORANDI-BARNSTABLE BOH
Excavator. JAMES HOLLER ff
Percolation Rate: Less Than 2 min./Inch 2 S'y�'d O�
PL PROPERTY LINE
I
NEiA+ t 5oa nt c nl
r Test Hole Tank .zVf PROPOSED CONTOUR
No. 1 A��
I 97—_._ —`--97 EXISTING CONTOUR
r
DEPTH SOILS ELEV. ^^-32
a 27.80
B'XISTII4'b;
sand ,�' DEEP TEST HOLE &
7.5 VR 4/2 ( g BEDROOM ------ -__ �� PERCOLATION TEST LOCATION
+ HOUSE " 34
ACE 25,90
saRar co ISO _�_�_,_ na •---• 6 FOOT STOCKADE. FENCE
co
f
Loam r ��
11'— 28' Be 25.58 f 1 , •�
t CD
sand / } .�3C
to tR e/4 PROJECT! BENCM MARK d a
28•- S4• F 23.4o TOP OF`i FOUNRATION LA
P LOTFlne E�V. � 3fi.05 (NGVD) �, o P
f Sand
4 a: to YR a/2
OF PROPOSED SEPTIC SYSTEM UPG
RADE
Perc #1
I Depth to Perc. 30 to 48 ./ i f PREPARED FOR
k Pero Rate=.Q .min./inch 115.00
/'� f
Groundwater Observed " 34 - L Ar 34d 49' 25 E M S. COLLEEN
LLEEN BROUGHTON
1as
i. ADJUSTED H2O Elev. 85"
AT
• �-
30 LIMERICK COURT I
i, (NOTE. Groundwater: Adjustorent Compiled From Plan by John Doyle dated February 16, 2001}; r. ,
and aspreviouslyaccepted b the Barnstable BOH. Ss
CENTERVILLE MA
Design Calcuiations ` r
.:'..
,. Number of .Bedrooms. 3 Mtn. Title V' Equivalent to 330 Ga}. a PREPARED 8Y,
. ( } 4 N Y) (40 FOOT RIGHT OF WAY} _ ,
Garbage Grinder: 'No Ill of
_.. -a
l Leaching Capacity-'Proposed.' 330 Gal. a Minimum (Min. Per tie �
CARHEY /
Septic Tank : 2 x 330 a - 6 o R E .:: .Li • .C.�
P G #./bay 60 USE 1,500 GAL. Septic Tank.
SOiL ABSORPTION .AREA. . Using percolation rate of <2 min./Inch ENVIRONMIsNTAL SERVICES, INC.
4 Bottom Area. 0.74 gal/sq. ft x -384 sq. ft. _ 284.16 gallons {
t.: . Sidewali Area: `0.74gal./sq. 0 P.O. `BOX 627
ft. x ,88 sq.`ft. 65.12 gallons 20 40` 5O 81 k;
Providing. 349.28 gallons o EAST FALMOU _H
F � ,P T MA` 02536
ST r
vee. 3 PRECAST FD4 SS UNITS HAYING A 1 EFFECTIVE DEPTH,� ) EP s N < TEL FAX . -508-548--C796
TO 0E u"ED ' ".TH 4 OF +1As�iED STONE C TII� �iDES Ari0
;m ;
1 =20 DRAWN BY: CES DATE: ARC
4' OF WASHED STONE ON THE ELMS. s .. f �� MARCH 1 i, 2002
SCALE: 1 =20
PROJECT SD297 FILENAME: SD297PP.DWG SHEET 1 OF 1
.