HomeMy WebLinkAbout0010 ACORN DRIVE - Health (2) 942 Oak Street '
W. Barnstable
A = 216 027
7 7'
TOWN OF BARNSTABLE
L CATION < � SEWAGE # 00
VIL.1rAGEWT9isT -e ASSESSOR'S MAP& LOT 0 ;-7
INS"TALLER'S NAME&PHONE NO. A46 C41AKo 77S de0
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)eq, -szo 2!�l 0C (size) l
NO.OF BEDROOMS '
BUILDER OR OWNER LAL�-E47�
PERMITDATE: )'_ 03 0;? COMPLIANCE DATE: '
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility e c PPtA n Feet
Private Water Supply Well and Leaching Facility (If any wells exist er on site or within 200 feet of leaching facility) ?
J
` IAA) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility)., Feet
Furnished by ��/T
l
No. 0 °2 �J "d Fee 1�_6_ _
r Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTSi /
Ye
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for �Bigaal *p6tem Construction Permit
Application for a Permit to Construct( )Repair kll)-rpgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 9ya Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installer's Name,AAir&,WdGANCo Designer's Name,Address and Tel.No.
350 Main Street
W. Yarmouth;, MA 02673
Type of Building:
Dwelling No.of Bedrooms_ Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 y3 gallons per day. Calculated daily flow 3 3 O gallons.
Plan Date 7- 3/- _Number of sheets / Revision Date A)11
Title J de- PL,+4 ✓
Size of Septic Tank -t—_.Aci,344nr, D Type of S.A.S.n
Description of Soil f��` i� I -�ij
Nature of Repairs or Alterations(Answer when applicable) t P l'(A,( u.. _R MUST
G PERVIti2
DESI 11 KITING
IN S GE
-AND RTIFY !N W
THE SAS INSTALLED IN STRICT
Date last inspected: ACCOROP,:=CE TO PLAN.
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 Certifi-
cate of Compliance has been issued byis d of Health.
Signed V. Date oZ
Application Approved by Iz f Date a d
Application Disapproved for the ollowing reasons
Permit No. Q 00 Date Issued )Iv
Fee
^.T14E_COMMONWEALTH OF MASSACHUSETTS Entered in computer: �!
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Z(pphratfon for 3fgpogal *pgtem Conf�tructfon Permit
Application for a Permit to Construct( )Repair(t.105pgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Wd Owner's Name,Address and Tel.No.
�l tA
� 'a�.h 'berte.. R
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 ,"� Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria"( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow 3 gallons.
Plan Date 7' Number of sheets Revision Date A)/6�
Title ;)IA,,tl
I' Size of Septic Tank &x i s 4i.-, /o v v Type of S.A.S. ,
Description of Soil
IIr
i
Nature of Repairs or Alterations(Answer when applicable) t P I�G4,t
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 Certifi-
cate of Compliance has been issued by,d oard of Health.
Signed V+ 1 Date v o�
Application Approved by �D .,,;l 4nl n r Date !a h-
Application Disapproved for theYollowing reasons
Permit No. 0 ou 7 'S 6 r Date Issued 3 u?
r - ————————————————————— —————— -- --
.
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System'Constructed( )Repaired( `),46pgraded( )
Abando ed( )by
at i d 09 St. A2. 1Sri ro,) -Iw b P has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. _Xaj a • T 6 r dated V1 41e,
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the sy te, wi;'ll funct'otln�tas des* ed.
Date f �ll�l Inspector /"'�,( �' ! y Yt 3
G
r
IV
----------------------------------
No. :-! J�6 rj Fee J
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
lfgpogar 6petem Pn!5tructibn Permit
Permission is hereby -ranted to Construct( )Repair(✓) J pgr de L )Abandon( )
System located ate[ Di9r�( ��� !_5 Q!i 1S fA It
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.
` Provided:Construction must be completed within three years of the date of this permit. nn
Date: Approved by „ .f rVi• tt�
a `
TOWN OF BARNSTABLE
LOCATION < � SEWAGE # 00 - S 68
VILLAGE rtJ6-6I_ A1/ct4us7519l'. ASSESSOR'S MAP & LOT a]L- 0-7-7
INSTALLER'S NAME&PHONE NO.. 1741-46 C^Co 775-d M
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)e;"5710 2 /1 f � (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: )'. o.3 0�
COMPLIANCE DATE.
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility r I� Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) ?QE NAAJ Feet
Edge of Wetland and LeacJiing Facility(If any wetlands exist
within 300 feet of leaching facility) rr ,, Feet
Furnished by
� W N
Ob
` r.. )96c�
I
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e
CCT-10-02 01 :43 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 02
.� Town of Barnstable
• L.ar>er�et.c,
�.� Board of Health
200 Main Street, Hyannis MA 02601
(MICe: 508!862-4(A4 Susan G.I(ask.R.S.
FAX: 508-790-6304 Sumner Kaufman,MSPI I
Wayne Mister,M.D.
September 6, 2002
Mr. Ronald Cadillac, R.S.
P.O. Box 258
West Yarmouth, MA
RE: 942 Oak Street, West Barnstable, A= 216- 27
Dear Mr. Cadillac,
You are granted a variance on behalf of your clients, John and Sandra Laliberte,
to install a replacement soil absorption system at 942 Oak Street, West
Barnstable.
The variance granted is as follows:
PART XII: The soil absorption system will be located 130 feet away from the
north-east neighbor's onsite private well, in lieu of the 150 feet
minimum separation distance required.
The variances are granted with the following conditions:
(1) No more than three (3) 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. The wall located between two of
the existing four bedrooms shall be removed, as proposed by the
applicant.
(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 three (3) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
Lalibcrlc
==7-10-02 01 :43 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 03
(3) The septic system shall be installed in strict accordance with the revised
plans dated September 3, 2002.
(4) The condition of the existing septic tank shall be inspected for soundness
and any signs of ex-filtration by the designing engineer at the time of
construction. The inlet and outlet tees shall also be inspected at that time.
(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 substantial compliance with the submitted
plans dated September 3, 2002.
This variance is granted because physical constraints at the site severely restrict
the location of a new soil absorption system due to the location of neighbor's
wells and due to the poor soil conditions in the area.
Sin terely yogsOM .
ay
Chao
l aIIt1Crte
Bk 15839 PS 194 196916
10-31-2002 & 02250s,
DECLARATION OF RESTRICTIONS
We, JOHN A. LALIBERTE and SANDRA A. LALIBERTE of 942 Oak Street, West
Barnstable, Massachusetts 02668 as owners of a certain parcel of land shown as Lot 1 on a plan
of land in Plan Book 122, Page 141 and more fully described in a Deed recorded with
Barnstable County Registry of Deeds at Book 11505, Page 323, hereby make and declare said
Parcel subject to the following restrictive covenant:
1. Restriction. The dwelling house on the property known as Lot 1 shall be restricted to
three bedrooms maximum. The restrictive covenants set forth herein shall be included in each
ai
and every deed of said Lot 1.
Property Address: - 942 Oak Street, West Barnstable, Massachusetts
Executed as a sealed instrument this ���tl l day of Q'`�' ft}bz IL 2002.
ca
4-1
John A.Laliberte / Sandra A. Laliberte
41
x ,
0
N
Iry
COMMONWEALTH OF MASSACHUSETTS
0 Barnstable, SS .2 y 2002
Then personally appeared the above-named John A. Laliberte and Sandra A. Laliberte
and acknowledged the foregoing to be their free act and deed before me,
Peter L. O'Keefe, otary Public
My Commission expires: 3/14/08
ETER L.O'KEEFFE,P.C. -
ATTORNEY AT LAW
407 NORTH STREET
HYANNIS. MASS. 02601
ELEPHONE(508)775-7339
t
;p RONALD J. CADILLAC, PLS, RS
Professional Land Surveyor & Registered Sanitarian
P.O. Box 258, West Yarmouth, MA 02673
(508) 775-9700 (800) 520-5591
January 8, 2003
RECEIVED
Barnstable Health Department 0 2003
Barnstable Town Hall J AN 1
Hyannis, MA 02601
TO'N�l QF bi;�,: FABLE
Re: John A. & Sandra A. Laliberte
942 Oak Street
W. Barnstable
Dear Staff:
I inspected the septic system installation by A.B. Canco three-times yesterday
and three times today. The septic-tank was found to be,in,sound working
condition. The owner elected not to do the 2' voluntary all around removal. I
inspected the soils four times prior to the placing of stone in the leach area,
and found the soil to be sandy loam, like that percolated on
7/15/02 in TH 3, or better.
Canco used extra stone-5'on the north, east and south sides and 6' on the
west side where soils were best. The septic system was installed in
substantial compliance with Title 5 and the plan of record. Call with any
question.
q2Ronald
y,
. Cadi c, PLS, RS
ti Town of Barnstable
4 able
9War& Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,RS.
FAX: 508-790-6304
Sumner Kaufman,MSPH
Wayne Miller,M.D.
September 6, 2002
Mr. Ronald Cadillac, R.S.
P.O. Box 258
West Yarmouth, MA
Dear Mr. Cadillac,
You are granted a variance on behalf of your clients, John and Sandra Laliberte,
to install a replacement soil absorption system at 942 Oak Street, West
Barnstable.
The variance granted is as follows:
PART XII: The soil absorption system will be located 130 feet away from the
north-east neighbor's onsite private well, in lieu of the 150 feet
minimum separation distance required.
The variances are granted with the following conditions:
(1) No more than three (3) 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. The wall located between two of
the existing four bedrooms shall be removed, as proposed by the
applicant.
(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 three (3) bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
Laliberte
I I
�K
4+'
3
( ) The septic-system shall be installed in strict accordance with the revised
plans dated September 3, 2002.
(4) The condition of the existing septic tank shall be inspected for soundness
and any signs of ex-filtration by the designing engineer at the time of
construction. The inlet and outlet tees shall also be inspected at that time.
(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 substantial compliance with the submitted
plans dated September 3, 2002.
This variance is granted because physical constraints at the site severely restrict
the location of a new soil absorption system due to the location of neighbor's
wells and due to the poor soil conditions in the area.
Sin erel o s
YY
tayeler, M.D.
an
Laliberte
y�a o.9/� F[oorz PZA
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�p THE Tp� DATE- 9
*�¢ o* FEE: go
*(BARNSTABM
MASS.
9�A i639. ,e REC. BY
Town ��
of Barnstable 3
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: 0,414 G"r' LV f0 ys• ILIA O a6 44j 49 —
Assessor's Map and Parcel Number: 4=0-s 1 S-RA a# Size of Lot: E? p
Wetlands Within 300 Ft. Yes Business Name:
No_ Subdivision Name:
APPLICANT'S NAME: 410161 4A4,18"rZF"" Phone -CC fr 37 ;- /D ' 4)
Did the owner of the property authorize you to represent him or her? Yes No --
PROPERTY OWNER'S NAME CONTACT PERSON
Name: • SWA)dR44 4&/B ame: SAkL
Address: p� $77 W &44�j(7s Address`.
Phone:..SOr 3% ,M!d Phone:
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
v o �'C e at�id �
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/lessee only[,outside
dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposedl)
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
............
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH APPROVED
TOWN OF BARNSTABLE Barnstable Conservation Ownman;
Allpfiratiou for Dig aiia �/7— 2
laY� � 8t oato
Application is hereby made for a Permit to Construct ( ) or Repair ('man Individual Sewage Disposal
System at:
................4 ...... ( .............................. .......... ►... ...........................................
--
n Location-Address �p or Lot No.
Owner Addr
. ......�......---•--•-----. - �pt..6�k..� � -•---- � .........
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms_-_..3...................................Expansion Attic ( ) Garbage Grinder ( )
Other a —Type of Building g ...............•............ No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtures .
W Design Flow......... ?�....................gallons per person per day. Total daily flow...... �-_C._!......................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No-------f----------- Diameter..../Z?........ Depth below inlet............... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
44. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a •---•- ------...---•------•••-------------•-•-----•-----•----•••............
Description of Soil �'4.�,.�__` �err+�1�,.?� k�,�: ? ! 2cc.,. 1�4 � L .._....._..
x "' Y...
U -----------------------
----------------
--•------------------------------------------------
•------------------------------------------------------------------------------
•--------------
•------------
W
U Nature of Repairs or Alterations—Answer when applicable..... ��� _ __._!C_ ._/® ._li4i �......................
..----•-------------•-•----------•-••-•--------•--------------------•-•------•-•--------•---... -
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been 'sued boy the boa d of health.
Signed ............... --- ......`�- - .....................�1 "
.... ... .......
Date
Application Approved BY ------...... � ---- . ------- ...-..1..7..e...9..
------------------------- --.........................-------..................-.................. Dare
Application Disapproved for the following reasons: .................................. ..........................................................................---.......----------
------------------------------------------ -- - -- ---------- ---------------------------- ----------------------- ------------------------------------------------------------------------ ....................................
Dale
PermitNo. ----- c 1-d.. ........................... Issued .............:------------------------------------.... ate
.D ......
Dare
FEs ............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Diopoottl Works. Tonotrnd(6t r M /7-
Application is hereby made for a Permit to Construct or Repair (i.�)Jan Individual Sewage Disposal
_
System at:
ill rGcS7G
...............%.: .. d.....r .l:::: •--yam•r•• -- .............. ......... !....:.................--------- ...................... -1
��` �..•.---•L�oc�a�t�'t or Lot No.�on-Address
Owner Address
�- ro......................•- ......................-------------- w....�_. ..:
Installer V Address
Type of Building Size Lot............................Sq. feet
t—t Dwelling—No. of Bedrooms.... ...................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building No. of persons............................ Showers
Pa YP g ............................ p ( ) — Cafeteria ( )
a Other fixtures --------------------------•----• . ....
W Design Flow...._....: ......................gallons per person per day. Total daily flow..... .:.____._...............gallons.
WSeptic Tank—Liquid capacity......_.....gallons Length................ Width................ Diameter................ Depth............._..
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No........d........... Diameter..../ ........ Depth below inlet..h.............. Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2...........:....minutes per inch Depth of Test Pit.................... Depth to ground water........................
p4 -------------------•--------••----------.----•---._.......................•!•-•••••••••..�.'.�..'✓l._...�....._...... �..••••....
O Description of Soil.............. r. :------ k -----•t..L .--•
x . c . *Z...............
U •......................•-•----......--••----•------...-•-------•---•-•--..................................------------....................-•-------..........-----..............---••-•----•....----•••.
W
..--•----------------------------------•----------------------------------------------.......----•-----•---------.........----------...---------------•-----......--•-----�.._......................
U Nature of Repairs or Alterations—Answer when applicable........... 5.�:�.; .._�! ! ._1-9i..:!�:_...--:?/ ________________
...............................................................................•--------.......7.5 r .... =-....
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of`'TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by the boa d of health.
Signed�� C. �=-T ?�.''( - �"..... .................... 4 ...... ......
Date
ApplicationApproved BY ...._5 ;....................................................................... ...... ...-.1...7..-..9..?,
Date
Application Disapproved for the following reasons- ----------------------------------------------------------------------------------------------------------------------------------------
------------------ ------------------------ ..........-................................................................................................................... ........................................
Dare
PermitNo. ......... a1.....-..1. ........................... Issued ...........................................................---......
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
CITex#tfirate of Compliance
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( 41—),
by............................................. .._.:. :r! . . -. .): .---..........................................................................................................................
Installer
r ................. ................. .............................................
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ...........5.�A.-...h ..]t�........ dated ................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. i
DATE ..:.... ............. ..............
//.._/. a- i........................... Inspector ................':..--- ' .. ...s-
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
I'hapoottl Vorkv Gano#rudion. amit
Permission is hereby granted.........................Z2-0.>!! -- 1 t,/). .x.1............. ............. .........
to Construct ( ) or Repair ( ,. ),ati Individual Sewage Disposal System
. 144 ................._._..at No............................................... T. ---.. * 1,�
:, � � .. .... _.
Street _/
as shown on the application for Disposal Works Construction Permit No..,/�./43.. Dated..........................................
0�_Z
'tfoard of Health
DATE................ aa=...•.
FORM 36508 HOBBS Q WARREN.INC.,PUBLISHERS
;,. TOWN OF BARNSTABLE
LOCH10N �%�/� G sr SEWAGE
1 We
VILLAGE ; Z-idl ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. c�
,`SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) Ooe- � oa (size) ei�Lt-
NO. OF BEDROOMS RIVATE WL�OR PUBLIC WATER
UILDER OR OWNE �7
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
4 VARIANCE GRANTED: Yes No
1 .
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No._R:3949 ... Fps.... ...._
THE COMMONWEALTH OF MASSACHUSE17S
BOARD OF HEALTH
oF � �2w6T ......................................
Appliration for Disposal Works..Tonstrurtion rrrntit
Application is hereby made for a Permit to Construct ( ) or Repair ( � Individual Sewage 'Disposal
System at:
. ................ .......0.a-�c.....:;:� - .............._........... ............... ��.�.��.. r���.� ..............................
Location-Address .- or Lot No.
.........-= o c am --......- - ✓......... .............. .�,:! !-ems. ------........-----.........----.................
Owne Address
Installer
Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms.-.....................................Expansion Attic ( ) Garbage Grinder ( )
'4 Other—T e of Building .............. No. of persons............................ Showers
a YP g -------------•............................P .........................................
---- ( ---)--- Cafeteria ( )
dOther fixtures .•-•-...-•--------• •--1-----....•-•------•---------•-•--..................
W Design Flow..--...__..f.-�...................gallons per person per day. Total daily flow__.. ?a.......................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.............._. Depth................
xDisposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq: ft.
Seepage Pit No.......I............. Diameter.....1.0 t__..... Depth below inlet......(,.'r........ Total leaching area..................sq. ft.
Z Other Distribution box ( ) ' � Dosing tank ( - )
a Percolation Test Results Performed by-.......................................................................... Date....................................
....
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
x ................................
.-•-------------------------------------------------------------------..........---•-----------------------•-•-•...- •••--
0 Description of Soil...-----•-•-•-•-•-•--••--•------------•----•-••-•-•...............•--•---••------•--•-----------•-•--•.......-•------••-•-------•---•------..-..-.--------....:--------
W
U Nature of Repairs or Alterations—Answer when applicable.......6j0_'0.... ....(a?e�?...!��`�..-... vTS.T._..
----------
-- ...- t' f� ------•--•--------•-----------•----•-•--•-----.....--•--------•.....................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of LITL 1E 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has_been issued by t e boas th.
Signed. .............
--- •------•----------------------- -----------------.....
Date
Application Approved By.................. .. Date .
Date
Application Disapproved for the following reasons:................................................................................................................
---•-•---••--•--•--••------------------•----------•-----:........-----•----••-•-••-----------•--•---•----------------------------••----•-•---•-•----------•--------•---••----------....................
.- --
Date
-... ®o
Permit No....... -----------------•--•---..... Issued.......................................................
Date
No.... d... Fss.... ....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
`j -0-4a.t�- .........OF7?--n OQo .............
t Appliration for Disposal Works Tonstrurtion f rrmit
r
Application is hereby made for a Permit to Construct ( ) or Repair ( (-)-sari Individual Sewage Disposal
System at:
...•.... ..............n.��....-- •-•-•------ -- �. �.��a�..!, L5 y.r41A + ...............................
-- - ..
--Location-Address or Lot No.
.... .
Owned, Address nl�
♦/r7����.. ��/�lK7((YS�� r /, 1 7 c#J .A� ..
i Installer Address
UType of Building ' Size Lot............................
g— ..............Expansion Attic ( ) Garbage Grinder
q(f )
a — ( )
Dwelling No. of Bedrooms..�................. ..
aOther—Type of Building ............................ No. of persons............................ Showers ( ) Cafeteria �
Otherfixtures ------------------------------------------------------..........----------------------....--------------------------------.....-------•........-•---•••
W Design Flow...........E SC...................gallons per person per day. Total daily flow.... ................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.......f............. Diameter.....1.0 t....... Depth below inlet...... (........ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................
fs Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a •-•--••-------•---• --•••-•---•••-•-••.............•-•--•-•-•---------•---------------------------•-------•--------•-•--•......-••--••-••-•••-...
0 Description of Soil........................................................................................................................................................................
U ----------•-•-------------------------------------------------------------------------------------------------------------------------------•••......-•--•--•---
W
U Nature of Repairs or Alterations—Answer when applicable.......►qjo_o----? \N�_._... k.. '._.!p ..... .. ...
C l� ,G .........^=•--•-el. `t
: 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 issued by the board-of-health.
Signed
�- . a ..
Date
Application Approved By.................. . . ..% .........1.--"---.�T----
Date
Application Disapproved for the following reasons-----------------------------------------------------------•----------------------•••--..._...--•-•---•---.._....
...............................................:.................................................................................................................................................
.......
Date
Permit No.......9.9':.__ ®Q........................ Issued-................................................
l Date
— -------------------------------------------------------- ---
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
C7tom,W,.�..OF......IJ.V!�.� !.5 ...........................
(Inti�firatr of Toutplittnrr
THIS IS TO CERTIFY,fThat tl e Individual Sewage Disposal System constructed ( ) or Repaired ( k,),R,,.
G_- i ,.,5� :S. . rn �-•--------------�`--.........-•---------------.......---------.....----•-............--....
bY- - " . . ,..... .............. v
Installer
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No-------eP-3nO............. dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. ---
DATE �..- ----------W / .............: Inspector =
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.-. ...............�. _1. ......O F. -10t &A: ........................ �,7�
No...R?.. FEE.:?�tr.!=...
Disposal Works Tonstrnrtion "Prmit
Permission is hereby granted.......... ......................................................
to Construct ( ) or Repair ( le-)"an Individual Sewage Disposal System
atNo..--••-•-•-•••.....---.�1..a n- )K----�......... .............................•----
Street
as shown on the application for Disposal Works Construction Permit No. Dated..........................................
---------------------------•-• ••... ..........................................................
Board of I[ealth
DATE--------------
No. _ � C Fee----
BOARD OF HEALTH
TOWN OF BARNSTABLE
Application-*r Vell Con0ructioni9ermit
Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at:
------���--��41_�---�!-=---------�9 fir_-�2.� ------------------------- -----------------------
Location — Address Assessors MaP and Parcel
- _.kj-......
, RL�`,�er� -- --- --— ---s -- - - ---- - — --- -
O ner a Address
---��-----(� �veCr - �.CG - ----- ---® �3�' ----;/
- - _ -
Installer Driller Address
Type of Building
Dwelling----------------------------------------------------------
Other - Type of Building ------------------- No. of Persons-------�P----------------------------_-_
----------
Type of Well-—------- — - Capacity-------- - -- -- - -- ------
Purpose of Well -------
—
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation unti Certi ' ate . c as been issued by the Board of Health.
Signed - -- - - ------ - -- �
Application Approved By
dace
Application Disapproved for the following reasons:---------------------------------------------------------
--------------- — --- --------------------------------------------------------------
date
Permit No. —�— ---- Issued ---------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate Of Compliance
THIS T CERTIFY That thgg ��Individ al ell Constructed (A), Altered ( ), or Repaired ( )
byF-j A
------ - r --- -- - -------- -----
-------- -----
�j (� installer _Y(v J�
at ---
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection p
Regulation as described in the application for Well Construction Permit No.A _��_.:-�ated-7"
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE---- --- -- Inspector------------------------------
- ---------—--
''"'�l?Jrr x•'a.yr .•: ..- ->•. 't' -k?iJn+�f�a'�YxiFrr+->r.�-r•s•.^'+'.nr--+Kw..;.+`^+'a n.M'9v.«:'r."`" - vurr.)t..a.,� •..rc.,i" .. .. .a. ti r, -.. ,,..
No --`-�-`-`=- '-- Fee---AV__ -
BOARD OF HEALTH.
1
TOWN OF BARNSTABLE
:Application *rVell Con5tructioni9ermit
Application is,hereby made,for a permit to Construct ( ), Alter ( ), or Repair ( " )an individual Well at:
9 0c_ . ►_� _ -- - - - - -- ---------
Locatwn z :Address Assessors Map and Parcel
5,01
3. Owner . Address
_ _C�_ <, ------ ----- O [?a�------'�/ - --—��';
' Installer - Driller - - Address .,
Type of Building
E Dwelling - --------------------------
'type .
Other- of Building -- --- -------- No. of.Persons.-------,;?�- - -— ---- �-
/Q
-
C'AS - - -- - -- - ---{ Type of We11,= - -- -- Capacity-- - _
Purpose of Well — - — - -- ----
Agreement:
The undersigned;agrees to install the afocedescribed individual well in accordance with the provisions of The
Town of Barnstable`Board of Health'Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation untikCCerti ' ate . 11 nc as been issued by the Board of Health.'
7. 3e
Signed - ------ ------------------ ---
--date: ---
f
r Application Approved By.: G'` i1.�/ — ---- — - Z1r
—� date
Application Disapproved for the following reasons:----'---------= -----------------------------------=----,--
date
Permit No. -AIL z Z7 -- Issued--�.'- �- — -------
date
�a4k2}Q�gapllii;�Ti!IMP_*1V.4.rife.C!<��Riti"iA�9w'1.�!evils'Ni4w��ilaflsfA26R3lsfia�lfalllRb4�TdQA�8t4iYpii0iRi4,61i��96 NX{i91�XiY1il84i0YXIY'Hi4!i!tliTii41d,8wmYi!!'n9m%'2iYafY!!'i'CI>Ti5!!$�ii�8i4i-TY1r,a!N!i!"x.
BOARD OF HEALTH
TOWN OF BARNSTABLE r°� +
' C ertif irate (Of Compliance k
! THIS -T� CERTIFY That the Individ al Well Constructed (�), Altered ( ), or Repaired ( )
— r Installer
a �t Gam ' S {
t- — -------- _
has been installed.io accordance with the provisions of the Town of Barnstable Board
of Health Private Well Protection '
Regulation as:described in,the application for Well Construction Permit.No.L ='"'-` ated
THE.ISSUANCE OF:THIS'CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE—------ ^_ Inspector-------- - - --- .
,1�'}�M'w.Nw?i.4iSiXlil'46aTit�RawygoXiTi409!iKRi�9YlATiNRGSaItiTigriOi4ysYfiliNIW7Y4a1Nla�iMYXi1�NYBi4iX�,.wM.iSadifNfVi9iH��XiXiWb'!i!PX+'��� '���^'P'1f.Vb,i!i4{Tid'i*i'�4t�ifl'a'�'t
BOARD OF HEALTH
TOWN OF BARNSTABLE
)Pell (f ngtructiottjhmit
Fee
Permission is hereby granted RrZ ✓� -- f�im-� ----—----—
to Const ct ( Alter ( ), orRepair ( ) an.Individual Well t:
No. �_ � 5 __� �J '2''� ------
Street
as shown on the:application for_a Well Construction Permit .�
No.-- r' Dated---7 `3 —----- - -- -
- --------------
Board of Health
DATE 451 _ [J c _
Jul -28-98 03:45P P.01
SLOT 4�
7
LOT 2 LOT 3
l
N16 ram, DECK
t LOT 1
h=23 34
`L,34.42
This ?\IORTC� 1C,} [�' T' C,TION Plan, �s > �� FLOOD L0,^:'F
Bank Use. o��l ,
'I't)WN: -
DEED REF: -Iz2:a,_2L_ __._ BUYE��R
DATE: : _ _ PLAN REF; SCALE:1"= 3K' F'T.
I HEREBY CF.RTIFY TO dP.E_G�ZI�.._k': ��N Of �':\�`I�I;1 t.'RVI'
('(>:4.1PA,� r' THAT THE BUILDING y6'�?� ��
IS L!.)(:';\'I't;U ON THE GROUNO AS Cl'0NS ULTANTS
�1;C'i1N ANI; "TAT I'I t'(),�:I"f''(,JN F)OFS CONFORM 1.013 (SUITE 1)
['HF: ZONING 71,AW :-QFTI3.\( h; RZE'QUIR'E TENTS OF THE v {
TOWN OF AND THAT ra.a2oee INI)USTH"l, ROAD,
IT DOEM 1'OT IIE �FITHJN 'I HE SPECIAL FLOOD HA7ARD '`�}jf. 4�P`' MAT:STON'S Ml',LS MA
AREA Qu UKQWN GN 'ME H U L) I,t.�P T)ATT'D$;:��;"Q5 <'q F5S} ,04 I'1 L: d2f3-0O-5
j�tT_ �50001 0005 C ` �SUkt i FAQ: aU-5�a.3
THIS FLAN NOT MADE FROM A71rrW I RUMENT ?4036 TC
„ ,1 - Ral'7' A FCC - ----- SURVEY NOT TO RE USED FOR FFNCFS. FTC
^77&'-9�Z�
JOB NO. 802-08
TEST HOLE 1 TEST HOLE 2 NOTES Laliberte.dwg
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 6A
DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 216, PARCEL 27. E
2. ELEVATIONS SHOWN ARE ASSIGNIE
1. VARY LEACH AREA TO WELL BY UP TO 70' (130' PROVIDED). 0 44.0 0 42.8
LOCAL REGULATION. Fill 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. ��
Fill 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED)
36" A layer 10yr 3 4 5. NEARBY WELLS ARE SHOWN.
24" 48" sandy loam 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
C1 layer 10yr 5/2 B layer 10yr 6/1 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
N/F " silt loam " sandy loam 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
TROE 48 40.0 70 37.0 D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
erced water 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO
54" P - -- -
slight weeping 39'S Cl layer 10yr 5/4 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE
bands silt loam ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
C2 layer 2.5y 5/6 and sandy loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
silt loam 168" 28 $ CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
a 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 3
N (30% stone) 208" -Lerced water 25.5 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
04 C2 layer 10y 5/41 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK A STO _ IN
• 396 40 sandy loam LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. r j/J� DEEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. \ I A layer 10yr 4/4
o_ 1126 90" 28.2 264 20.8 sandy loam
C3 layer 2.5y 6/4. TEST HOLE DATE: June 21 & ly 15, 20 10
• 39.7 LOT 1 med. sand REDUCE GRADE ON UPHILL PERFORMED BY: Ron Cad' c, Soil Evaluator B layer 10yr 5 4
" sand loam
N/F 22,100�S.F. -N/F SIDE OF LEACHING, AS SHOWN. WITNESSED BY: David /. Stanton, Inspector 4O 39.7
PERC RATE: 1'-2 mch TH 3-C1 La er o
BARNOCKY ao.6 - WIINIKAINEN o SOIL SURVEY(1993): Barn.-PI ym.-Nantucket Complex a� C1 layer 10yr 5/4
' • 41.0 q. GEOLOGIC MAP(1986): Sandwich moraine deposits 70"a sandy loam
+ �9 BENCH MARK--WHITE PAINT SPOT
42 y � '(sol has bonded appear
.� �41.83
set �-Tr 9A0+ ®EDGE CONC. 43.92 ASSIGNED Invert 42.87 code With w bands)brown
• 41.7
43.0 its• use Gas Baffle 2 DRY WELLS �°
al.e 7" OFF SW CORNER BOT. STEP ' Invert 38.78 __
• al.o -
y ( ) Existing 180" 28.0
44 Proposed perced water
,g 39.4=Top Conc. C2 layer 10yr 5/4
WELL 39.9 MMO S=7/8"f/ft " 39.1=Top Peastone silt loam with
62 43.8 T H}a2,e " 41., �J Existing S=1/4 /ft sandy loam
} / 4 1500 Gall. _ -1
^43.1 43.33 ,� 24" 252" 22.0
• 47.6 43. 43.3 03.9 �[� •
44.3 O a3.7 1,1 QO \ 36.6•� 4 Invert 38.95 Invert 38.60TEST HOLE 4
a6.77 48 - _ °� A ��` 3• ,� _ 6" Stone or compa�Ct Proposed Pro osed I 8.6 Bottom
w - 'Fo t I ►v I_9. I South End(inches) ELEV.(feet)
(End)
=_
WELL /s `44.2 �Qj� c `t': C.B. F -
QC
9 O = 441 41.28 I--55 I I I ( ) O A layer 10yr 4/4 46.2
137 y H j 9 CD Perced Water TH 3 =28.0
\ MT- R� GS :<::.;_ 7. :eo4 '4 / m sandy loam
F TH.44.7 • 44 DESIGN DATA 6 " B layer
10 am 4
_ =- 44.31
- - a�.a 36 43.2
O 49.4 -��. 43.6
...48.9 ��-i a3.9 �� - BEDROOMS: 3 < LEACH AREA
12L \ 42.47
\ S 7 4 8�:2 1 t TK et • aa,3 _` _` GARBAGE.GRINDER: _ .. No
V o a5'28 � USE 2 DRY WELLS SET 6' APART WITH C1 layer 10 5 4
\ S 48.7 A REQUIRED CAPACITY: . 330 GPD Ye Y� /
\ `��s ?o• ` '
3.27 SEPTIC TANK: 1500 GAL.46. �, pod 4' OF STONE ALL AROUND, FOR A 31 X silt loam
O �+�,
\ F t 49.1 = 47.0 �1�`�j/. 45.0 �� BOTTOM LEACHING AREA: 397.7 SF 12-10" X 2 DEEP LEACH AREA.
9.3a 6,8 [(31' X 12.83')] , 168" 32.2
6 ,� • 45.6 SIDE LEACHING AREA: 175.3 SF VOLUNTARY 2 REMOVAL a N N
' 44.43 [2(12.83'+ 31') X 2' DEEP)] PERCOLATED MATERIAL IS A SANDY LOAM. a
7.0
49. H 4�
►� 46 DESIGN CAPACITY: 343 GPD A 2' ALL AROUND AND UNDER REMOVAL IS 8 g N
46. [(397.7 SF + 175.3 SF) X .60 GPD/SF] SHOWN BECAUSE OF THE SANDY LOAM AND ` :06
3
POSSIBLE VARIATION OF MATERIAL TO BE
�.7 46.6 / > FOUND IN PROPOSED LEACH AREA. 264" } no water 24.2
N/F 46.11 A �+ N/F
MANNI �"�� O MAKI NOTE: USE OF RESERVE AREA REQUIRES A 5' REMOVAL
DOWN 14 f AND REMOVAL OF EXISTING CLOGGED LEACHING.
BENCH MARK--TOP OF WOOD
C.B✓ . . FNn. STAKE= 45.28 ASSIGNED ,
(42'-4" & 53'-4" TO HOUSE CORNERS)
O ;
WE L 49,
SITE PLAN
.SFND. �C.B. . FOR
THIS PLAN A VALID COPY ONLY IF IT BEARS JOHN A. & SANDRA A. LALIBERTE
AN ORIGINALL RED STAMP . AND SIGNATURE.
LEGEND 11,1111
ZH�F MASS9c \TH�F MASSq
LOT 19 942 OAK STREET, WEST BARNSTABLE, MA
�
y� C
TH 1 TEST HOLE LOCATION, NUMBER o`er RONALD ti� z RONAEIS �GSN JULY 31 , 2002 SCALE. 1 "=30'
CD J 'W WATER LINE MARKINGS C) C tL C A L C
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 42.0x 42,4 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �FGIg7(R O tq��_SS\° oe
SAMTAR�P _ sUR��y RONALD J. CADILLAC, PLS, RS
EXISTING CONTOUR _
g- PROPOSED CONTOUR "� l �, ® Z: PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
0 UTILITY POLE (IF SHOWN) P.O. BOX 258
IE EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673(5O8) 775-9700
I TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE PAGE 1 OF 1
C 2002 BY R.J. CADILLAC
J G
JOB NO. B02-08
TEST HOLE 1 TEST HOLE 2 NOTES Laliberte.dwg _
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 216, PARCEL 27. fiA
2. ELEVATIONS SHOWN ARE ASSIGNED.
1. VARY LEACH AREA TO WELL BY UP TO 20' (130' PROVIDED). 0 44.0 0 42.8 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985.
LOCAL REGULATION. Fill
Fill 36„ 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
A layer 10 ' 3 4 5. NEARBY WELLS ARE SHOWN.
24" 48" sand loam 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. o"
C1 layer 10yr 5/2 B layer 10yr 6/1 7. INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14".
N/F „ silt loam „ sandy loam 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW o0
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO
TROE 48 40.0 70 37.0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
54" Perched water
slight weeping 39.5 C1 layer 10yr 5/4 BUILD UP COVERS TO WITHIN 1' OF GRADE: MORTAR CHIMNEYS IN PLACE. SCALE
bonds silt loam ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
C2 layer 2.5y 5/6 and sandy loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP„
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
silt loam 168" 28.8 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
a- 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 3
30% stone 208„ 2erched water
( ) 25.5 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
cNv C2 layer 10y 5/4 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
�- • 39.6 4.0 sandy loam LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.05
DEPTH (inches) ELEV.(feet)
n 190" 28.2 264' 20.8 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 A layer 10yr 4/4 43.0
G3 layer 2.5y 6/4-1 TEST HOLE DATE: June 21 & July 15, 2002 10" sandy loam
• 39.7 LOT 1 med. sand REDUCE GRADE ON UPHILL PERFORMED BY: Ron Cadillac, Soil Evaluator B layer 10yr 5 4
N/F SIDE OF LEACHING, AS SHOWN. WITNESSED BY: David W. Stanton, Inspector 40" sandy oam 39.7
N/F 2211 00±S.F. 1 PERC RATE: <2'/inch (TH 3-C1 layer) o
40.6 WIINIKAINEN �; SOIL SURVEY(1993): Barn.-Plym
GEOLOGIC 1986 : Sandwich moraine deposits 70.-Nantucket Complex a C7 layer 10yr 5/4
BARNOCKY O MAP de "°�
+� . ai.o 4.� '< ( ) P sandy loam
42 A 41.83 9y9, BENCH MARK--WHITE PAINT SPOT (soil has banded appear-
set 'r Invert 42.87 once with dark brown
°` �' • 41.7 . 41.o A �• ®EDGE CONC. = 43.92 ASSIGNED and yellow bands)
ti� '�� • a1.e 43.0 (7" OFF SW CORNER BOT. STEP) Use Gas Baffle Invert 38.78 2 DRY WELLS
44 Existing 180" - 28.0
Proposed perched water
,g 39.4=Top Conc. C2 layer 10yr 5/4
WELL Q O
6 39.9 MM S=7/8"f/ft 39.1=Top Peastone silt loam with
2 43.8 TH�42.8 • 41., J Existing S=1/4 /ft sandy loam
• / � •4 � 1500 Gal. --
^43.1 43,33 - -- T 24" 252" 22.0
• 47,6 43. 43.3 ■
44.3 \03'9 "'� a1.1 Ap 3 Invert 38.60 . 36.s TEST HOLE 4
4 k
Q :-_•e'2 �c a3'7 Invert 38.95 p
46.77 4a i _._';:t _ * A :i' 3, -. „ 8.6
L �,, 6 Stone Or COmpaCt Proposed Proposed
I Bottom
\ I P DEPTH (inches) ELEV.(feet)
\ WELL 137' �isJ �44.2 �.) Ik E�R��� � : C.B. F �5, I I N I_9 I South End North End
r
_ 9 _ 7. :eo4 4 ( ) A layer 10yr 4/4
\ ,y lvgr :: H ai.2e r- I I - I 9 Perched Water TH 3 =28.0 0 46.2
:.
\ ? s - -•:. sandy loam
, TH•44.7 • 44 'o; DESIGN DATA 6 B layer 10yr 5 4
" sand loam
..
\ 44.31
aF.a a6 36 43.2
•\
49.4 4e.9 F_-1 43.9 42.47 BEDROOMS: 3
LEACH AREA
4 g:g 1 I o a .28 • 41.3GARBAGE._GRINDER: No
S, TK e USE 2 DRY WELLS SET 6 APART WITH C1
� � ae.7 �°' REQUIRED CAPACITY: 330 GPD , layer 10yr 5/4
• a6. SEPTIC TANK: 1500 GAL. 4 OF STONE ALL AROUND, FOR A 31 X
O �•^� 3.27 12'-10" X 2' DEEP LEACH AREA. silt loam
t 49.1 • a7.o ����%/. 4s.0 �, BOTTOM LEACHING AREA: 397.7 :SF
"�49.34 '�6.8 �/ [(31' X 12.83')] , 168"
6 `�' SIDE LEACHING AREA: 175.3 SF VOLUNTARY 2 REMOVAL 32.2
m A
H 4 • as.6 44.43 [2(12.83'+ 31') X 2' DEEP)] PERCOLATED MATERIAL IS A SANDY LOAM. a ° 3
49. ^ 7,0 `� m
�\ a6 DESIGN CAPACITY: 343 GPD A 2' ALL AROUND AND UNDER REMOVAL IS o o N
46. / *[(397.7 SF + 175.3 SF) X .60 GPD/SF] SHOWN BECAUSE OF THE SANDY LOAM AND 3 �
79 POSSIBLE VARIATION OF MATERIAL TO BE
46.6 / � *DESIGNED FOR CLASS 2 SOILS FOUND IN PROPOSED LEACH AREA. 264" no water 24.2
/F �-4t.36 46.11 N/F
N
M /F ,�'�� O M AKI NOTE: USE OF RESERVE AREA REQUIRES A 5' REMOVAL
DOWN 14 t AND REMOVAL OF EXISTING CLOGGED LEACHING.
BENCH MARK--TOP OF WOOD
C.s.i . . FNR STAKE= 45.28 ASSIGNED
(42'-4" & 53'-4" TO HOUSE CORNERS)
O
�z
WE L 49,
SITE PLAN
C.B., . .5Pk FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. JOHN ' A. & SANDRA A. LALIBERTE
.
LEGEND tH�F Mqs LOT 19 942 OAK STREET, WEST BARNSTABLE, MA
� � s
{� TH 1 TEST HOLE LOCATION, NUMBER Sgcy �N OF M,gs
W WATER LINE MARKINGS ° RONALD S° RONALD
JA S E Gs� JU LY 319 2002 SCALE. 1 "=30'
E OVERHEAD ELECTRIC WIRES (IF SHOWN) o o J S U)
CA
X 42.0x 42.4 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �, #3 79
EXISTING CONTOUR �GISTS �qoA_ S`° oe
gam- PROPOSED CONTOUR
SgNITAR�PN SbR��� R(ONALD J. CADILLAC, PLS, RS
0 UTILITY POLE (IF SHOWN) PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
EXISTING DRAINAGE CATCH BASIN
P.O. BOX 258
x - FENCE (IF SHOWN, NOT ALL SHOWN) ' WEST YARMOUTH, MA 02673
TREE (IF SHOWN, NOT ALL SHOWN) (508) 775-9700
REVISED 9 3 02--WELL VARIANCE DISTANCE HEALTH AGENT APPROVAL DATE PAGE 1 OF 1
C 2002 BY R.J. . CADILLAC
JOB NO. B02_-08
TEST HOLE 1 TEST HOLE 2 NOTES - Loliberte.dwg
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. LOCUS IS A.M. 216, PARCEL 27. ;NOTTO
6A
DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet)
2. ELEVATIONS SHOWN ARE ASSIGNED.
1. VARY LEACH AREA TO WELL BY UP TO 20' (130' PROVIDED). 0 44.0 0 42.8 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985.
LOCAL REGULATION. Fill " Fill 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
36 A layer 10yr 3 4 5. NEARBY WELLS ARE SHOWN.
24" 48" sand loam 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
C1 layer 10yr 5/2 B layer 10yr 6/1 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".N/ F silt loam sandy loam 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
TROE 4•8" 40070" 37QD-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.erched water 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
54" perched- - - 39.5 C1 layer 10yr 5/4 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE
slight weeping
bands silt loam ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
and sandy loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
C2 layer 2.5y 5/6 11. IF UNSUITABLE SOILS. OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND.
silt loam 168" 28.8 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 3
(30% stone) 208" perched water 25.5 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
04 C2 layer 10y 5/4 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
= 39.6 40 sandy loam ' LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(O 430.
m 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. A layer 10yr 4/4
o_ 190" 28.2 264" 20.8
C3 layer 2.5y 6/4 TEST HOLE DATE: June 21 & July 15, 2002 10" sandy loam
' 39.7 LOT 1 med. sand REDUCE GRADE ON UPHILL PERFORMED BY: Ron Cadillac, Soil Evaluator B layer 10yr 5/4
N/F SIDE OF LEACHING, .AS SHOWN. WITNESSED BY: David W. Stanton, Inspector 40" ..-sandy, loam 39.7
N/F 22,1 00 S.F. PERC RATE: C2'/inch (TH 3-C1 layer) U
40.6 WIINIKAINEN `' SOIL SURVEY(1993): Barn.-PIym.-Nantucket Complex - C1 layer 10yr 5/4:
BARNOCKY y, = 410 4, ,�O GEOLOGIC MAP(1986): Sandwich moraine deposits 70"a sandy loom
• 42 ,
e A 41.83 f9, BENCH MARK--WHITE PAINT SPOT (soB has banded appear
.� Set ��sr9 A Ap. ®EDGE CONC. = 43.92 ASSIGNED Invert 42.$7 once with dark brown
a, = 41. = 41.0 8 , 2 DRY WELLS and yellow bands)
= 43.0 S (7" OFF SW CORNER BOT. STEP) i Use Gas Baffle Invert 38.78 _ _
41.8 Existing 180 28.0
Proposed perched water
� p
g 44 , 39.4=Top Conc. C2 layer 10yr 5/4
WELL 399 S=7/8"f/ft 39.1=Top Peastone silt loam with
�� 43.8 T �42.8 = 41'+ '�� Existing S=1/4 /ft sandy loam
_ / � .4 � 1500 Gal. --
^43.1 43.33 - - - 24" 252" 22.0
= 47.6 43, 43.3
` aa.3 03'9 "� = 41.1 Invert 38.95 Invert 38.60 36.6
tde.2 - oP� a3.7 ;`4 + o 3 TEST HOLE 4
a6.77 48 O ' 3 �,, 6" Stone or compact Proposed Proposed 1 8.6 Bottom
W p DEPTH (inches) ELEV.(feet)
/ / r;� GB. F »
WELL S� �aa.2 �Ri` .: 55 I I N I 9 I South End North End
-:T-.
9 p _ 4 rn ( ) A layer 10yr 4/4
q y H I ( - I 9 Perched Water TH 3 =28.0 0 46.2
--
5 G 7. :e4 '4 <
_ cb 6„ sandy loam
0.�0� DESIGN DATA
� sF _
TH=a4.7 = 44 \ B layer 10yr 5 4
CIO, \ ''=- "`• 4 .4 44.31 -; 36" sandy loam 43.2
49.4 48.9 I-�-I 43.9 4247 BEDROOMS: 3 LEACH AREA
dd _GARBAGE GRINDER: _ No
_ �:G I l 44.3 � -
4 o et > � USE 2 DRY WELLS SET 6' APART WITH C1
48.7
TK et moo, REQUIRED CAPACITY: 330 GPD layer 10yr 5/4
\ `�;�y, ?p, • 46, �v ^� SEPTIC TANK; 1500 GAL. 4' OF STONE ALL AROUND, FOR A 31' X
\ co gt��`/ kry a3.27 12'-10" X 2' DEEP LEACH AREA. silt loam
40e\ 09.1 = 47.0 / 45.0 � � BOTTOM LEACHING AREA: 397.7 SF'
9.34 �6.6 [(31' X 12.83')] 168"
6 = 4s.6 SIDE LEACHING AREA: 175.3 SF VOLUNTARY 2 REMOVAL o N `,N 32.2
j o 3
70 H 4 44,43 ,_, [2(12.83'+ 31') X 2' DEEP)] PERCOLATED MATERIAL IS A SANDY LOAMCL. o '
49. [�\ .
46 DESIGN CAPACITY: 343 GPD A 2' ALL AROUND AND UNDER REMOVAL IS o o N
46. *[(397.7 SF + 175.3 SF) X .60 GPD/SF] SHOWN BECAUSE OF THE SANDY LOAM AND 3 CL
\79 *DESIGNED FOR CLASS 2 SOILS POSSIBLE VARIATION OF MATERIAL TO BE " ' 24.2
\ 46.6 J FOUND IN PROPOSED LEACH AREA. 264 no water
N/F , 46.36 46.11 \/ _ �+ N IF
MANNI ,��� O MAKI NOTE: USE OF RESERVE AREA REQUIRES A 5' REMOVAL
DOWN 14 t AND REMOVAL OF EXISTING CLOGGED LEACHING.
BENCH MARK--TOP OF WOOD
c.B.i . . FN11. STAKE= 45.28 ASSIGNED
(42'-4" dr 53'-4" TO HOUSE CORNERS)
O
WEL 49. >'
SITE PLAN
C.B., . .SAND �4 F O R
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP .AND SIGNATURE. JOHN A. SANDRA A. LALIBERTE
LEGEND
\'jN OF MAS �.jN OF Mqs
LOT 19 942 OAK STREET, WEST BARNSTABLE, MA
TH 1 TEST HOLE LOCATION, NUMBER � S9cy �� S10
W WATER LINE MARKINGS o° RON JA E D G�� o�° RONES N� JU LY 31 , 2002 SCALE. 1 "=30'
E OVERHEAD ELECTRIC WIRES (IF SHOWN) CA ILLAC
x 42.0 x 42.4 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 5779
EXISTING CONTOUR ��G/STSV' �Ess\ �e
g--- PROPOSED CONTOUR SAN1TAR\P� SUR4 RONALD J. CADILLAC, PLS, RS
0 UTILITY POLE (IF SHOWN) l PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
® EXISTING DRAINAGE CATCH BASIN 3 l
P.O. BOX 258
x - FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673
0 TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH AGENT APPROVAL DATE (508) 775-9700
REVISED 9/3/02--WELL VARIANCE DISTANCE C 2002 BY R.J. CADILLAC PAGE 1 OF 1
JOB NO. B02-08
TEST HOLE 1 TEST HOLE 2 NOTES Lal►berte.dwg
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: DEPTH Inches ELEV.(feet) 1. LOCUS IS A.M. 216, PARCEL 27. R sn
(inches) DEPTH (inches) ELEV.(feet) 2. ELEVATIONS SHOWN ARE ASSIGNED.
1. VARY LEACH AREA TO WELL BY UP TO 20' (130' PROVIDED). 0 44.0 0 42.8 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985.
LOCAL REGULATION. Fill
Fill 36„ 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
A layer 10 3 4 5. NEARBY WELLS ARE SHOWN.
24" 48" sand loom 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
C1 layer 10yr 5/2 B. layer 10yr 6/1 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
N/F silt loam sandy loam 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW o0
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
TROE 48" erched water 40.0 70" 37.0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO
54 - - - - 39.5 C1 layer 1Oyr 5/4 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE
slight weeping bands silt loam ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP
and sandy loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
C2 layer 2.5y 5/6 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
silt loam 168" 28.8 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
a arched wate- 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 3
(30% stone) 208" - F? - - - - 25.5 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
C14 C2 layer 1Oy`5/4`- 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
= 39.6 40 sandy loam LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
a -
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 A layer 10yr 4/4 43.0
190" 28.2 264" 20.8
C3 layer 2.5y 6/4 TEST HOLE DATE: June 21 & July 15, 2002 10" sandy loam
" 39.7 LOT 1 med. sand REDUCE GRADE ON UPHILL PERFORMED BY: Ron Cadillac, Soil Evaluator B layer 10yr 5 4
" sand loam
c N/F SIDE OF LEACHING, AS SHOWN. WITNESSED BY: David W. Stanton, Inspector 40 39.7
N/F 22,1 00±S.r . , PERC RATE: <2'/inch (TH 3-C1 layer) c,
ao.6 WIINIKAINEN ' SOIL SURVEY(1993): Barn.-Plym.-Nantucket Complex Cl layer 10yr 5/4
BARNOCKY 41,0 4, �� GEOLOGIC MAP(1986): Sandwich moraine deposits 70"`� sandy loam
+ A (soil has banded appear
o et 9y9. BENCH MARK--WHITE PAINT SPOT 2 DRY WELLS and yellow bands)
e 42 Set �j � Invert 42.87 once with dark brown
OEDGE CONC. = 43.92 ASSIGNED
41.7 " 43.0 = 41.0 �8s,�'� (7" OFF SW CORNER BOT. STEP) /Existing
se Gas Baffle
41.8 Invert 38.78 180" - 28.0
Proposed perched water
44 39.4=Top Conc. C2 layer 10yr 5/4
8 O
WELL 39'9 7/8"±/ft „ 39.1=Top Peastone silt loam with
162- 43.8 TH428 ' 4 �� Existing S=1/4 /ft sandy loam
" / 1500 Gal. _-
\ ^43.1 43.33 ,� - -- 24" 252" 22.0
43. 43.3 \�36.15
47.6 �, }3.948,2 44.3 � # 7 "ww+" +r4 ��, .1 �O3Invert 38.95 Invert 38.60 , TEST HOLE 4
46.77 4a - '' !y3' \ � „ P P Prro osed 8 6 Bottom
.:;=
6 Stone or compact Proposed I
W / / �� �= I P DEPTH (inches) ELEV.(feet)
137' 442 K `� , F 55, I Iry I_9 I South End North End
\ WELL ..::. .
\ 'Lo �y :':_:;;~� Q` Ems..,,�'^ ,. p 412 :, I-- I I _ I 9' Perched Water TH 3 -28.0 0 46.2
`= H j
- _ rn ( )- A layer 10yr 4/4
9� �G .`• 44. 67.3� sandy loam
\ ..-`; TH 144
DESIGN DATA 6" B layer 10yr 5/4
\. 4�.4 01cl44.31 36 sand loam 43.2
t-:t-
43.6
O \ 49.4 .48.9 ri� 43.9 "'47 BED40OMS: 3
LEACH AREA
GARBAGE GRINDER: No
\ S 1 4 �:� I I A 45.29 44.3 a
\ ;;•` ?48.7 TK
= , �> _��, ' REQUIRED CAPACITY: 330 GPD USE 2 DRY WELLS SET 6 APART WITH C1 layer 10yr 5/4
46
.d°ti� 4' �OF STONE BALL AROUND, FOR A 31 X
a3z7 SEPTIC TANK: 1500 GAL. silt loam
40, \ F' 09.1 • 47.0 V� �w / 45.0 �k BOTTOM LEACHING AREA: 397.7 SF 12 10 X 2 DEEP LEACH AREA.
" [(31' X 12.83')]
/ '-�49.34 6.9 �/ ;
6 45.6 SIDE LEACHING AREA: 175.3 SF VOLUNTARY 2' REMOVAL 168„ a N 32.2
" 7A H 4 r. f'`aa,as [2(12.83'+ 31') X 2' DEEP)] PERCOLATED MATERIAL IS A SANDY LOAM. < n
a
49, �� 46 DESIGN CAPACITY. 343 GPD A 2 ALL AROUND AND UNDER REMOVAL IS 3 0 o N
\ 46, _.f, *[(397.7 SF + 175.3 SF) X .60 GPD/SF] SHOWN BECAUSE OF THE SANDY LOAM AND 'a
79 *DESIGNED FOR CLASS 2 SOILS POSSIBLE VARIATION OF MATERIAL TO BE "
�' 46.6 j „> FOUND IN PROPOSED LEACH AREA. 2 no water
24.2
\
Iv/F 11 36 46.11 J N/F
\_'
MANNI ,�"�� MAKI NOTE: USE OF RESERVE AREA REQUIR
DOWN 14 f AND REMOVAL OF EXISTING CLOGGED LEACHING. o R ose
BENCH MARK--TOP OF WOOD A
c.s.i . . FNn. STAKE= 45.28 ASSIGNED
(42'-4"_ & 53'-4 TO HOUSE CORNERS) p �� • ,
O ' 00�
WE L 49,
SITE PLAN
C.>�, . .SAND. _ FOR
THIS PLAN IS A' 'VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE. JOHN A. & SANDRA A. LALIBERTE
LEGEND \tH OF LOT 1 , 942 OAK STREET, -WEST BARNSTABLE, MA
MAS �-��
-� �F MqS TH 1 TEST HOLE LOCATION, NUMBER �`� S9c '
° RONALD ti �� RONALD y�s JU LY 31 , 2002 SCALE: 1 "=30'
W WATER LINE MARKINGS o� M � o� � JA'MES �,
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
C C DILLAC
x 42.0 x 42,4 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 079
�6__ EXISTING CONTOUR ��GiST R �gc�Ess�° oe '
g- PROPOSED CONTOUR SgNITAR�PN ��SURVtiI RONALD J. CADILLAC, PLS, IRS
0 UTILITY POLE (IF SHOWN) I 3 O Z PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
® EXISTING DRAINAGE CATCH BASIN
• �, P.O. BOX 258
x - FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673
0 TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH AGENT APPROVAL DATE (508) 775-9700
REVISED- 9/3/02-=WELL. VARIANCE DISTANCE C 2002 BY R.J. CADILLAC PAGE 1 OF 1