HomeMy WebLinkAbout0103 BUTTON WOOD LANE - Health 103 ButtonwoodLane,Lot14,W. Barnstable
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PS.1 3811i Decembei 1994.' ' ti0259s-97-i3=6179 Domestic Return Receipt
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UNITED STATES POSTAL SERVICEAG=�� tea O� staged id
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Down Cape Engineering, Ire.
939 Main St. -- Suite C
Yarmouth Port, MA 02675
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'o ■Complete items 1 and/or 2 for additional services.
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card to you. 4ii
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permit.
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PS Forrr3811, December 1994 I 102595-97-13-0179 Domestic Return Receipt
UNITED STATES POSTAL SERVICE VOA O M NaS mid
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Down Cape Engineering, Inc.
939 Main St. — Suite C
Yarmouth Port, MA 02675
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j •Attach this form to the front of the mailpiece,or on1e back if space does not 1. ❑ Addressee's Address
permit.
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;— PS Form 3811,December 1994 102595-97-B-0179 Domestic Return Receipt
UNITED STATES POSTAL SERVICE "-,pM �_ pos & aail
LISP�
:s�. Termit.No.
• Print your name, addr� s, and ZIP Code in this box 0
Down Cape Engineering, 1i1c.
gag main St. — Suite, C
Yar Mouth Port, MA 02675
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card to you. ) ■Print your name and address on the reverse of this forth so that we can return this extra fee):
•Attach this forth to the front of the mailpiece,of on the back if space does not 1. ❑.Addressee's Address y card to you. v
permit. ■Attach this forth to the front of the mailpiece,or onje back if space does not 1. ❑ Addressee's Address
■Write'Rstum Receipt Requested•on the mailpiece below the article number. 2. ❑ Restricted Delivery fn Permit. d
■The Return Receipt will show to whom the article was delivered and the date « d •Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery to
delivered. Consult postmaster for fee. is $ •The Return Receipt will show to whom the article was delivered and the date
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PS Form 11, December 1994 102595-97-e-0179 Domestic Return Receipt
PS Form 3811, December 1994 102595-97-s-0179 Domestic Return Receipt
i✓QOv fin-
ai SENDER: I also wish to receive the
1 ■Complete items 1 and/or 2 for additional services.
w •Complete items 3,4a,and 4b. following services(for an
■Print your name and'address on the reverse of this form so that we can return this extra fee):
card to you. v
■Attach this forth to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address
d
permit.
■Write-Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery
■The Return Receipt will show to whom the article was delivered and the date
delivered. Consult postmaster for fee. .46
d3.Article Addressed to: 4a.Article Number Q
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PS.Fc?6ii-3811,
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becember1994 '_'. 102595-97b-6179 Domestic Return Receipt
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CERTIFICATE OF ANALYSIS
Page: 1
ol,
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Barnstable County Health Laboratory
Report Dated: 7/5/2005
Report Prepared For:
Order No.: G0530908
Noreen M.Manzo
PO Box 8 -I/ 3
W Barnstable,
Me, A 02668 Y
Laboratory ID#:1 0530908-01 Description: Water-Drinking Water
Sample 4: 30908 Sampling Location: 103 Buttonwood Ln West Barnstable,MA Collected: 6/16/2005
Collected by: M.M. Received: 6/16/2005
Routine +Ammonia
ITEM RESULT UNITS RL MCL Method# Tested
LAB: IC Lab
Ammonia BRL mg/L 0.10 EPA350.3 6/16/2005
LAB: Inorganics
Nitrate as Nitrogen 0.86 mg/L 0.02 to SM 4500 NO3 F 6/16/2005
LAB: Metals
Copper 0A2 mg/L 0.10 1.3 SM 311113 6/16/2005
Iron BRL mg/L U.t'o 0.3 SM3111B 6/16/2005
Sodium 12 mg/L 1.0 20 SM3111B 6/16/2005
LAB: Microbiology
Total Coliform Absent P/A 0 Absent 309 6/16/2005
LAB: Physical Chemistry
Conductance 250 umohs/cm 1.0 EPA 120.1 6/16/2005
pH 3.6 pH-units 0 EPA 150.1 6/16/2005
EPA 524.2 - Volatile Organics by GEMS
ITEM RESULT UNITS RL MCL Method# Tested
LAB: GC/MS
1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA524.2 6/16/2005
1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA524.2 6/16/2005
1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA524.2 6/16/2005
1;1,2-Tri chi oroethane BRL ug/L 0.5 5.0 EPA524.2 6/16/2005
1,1-Dichloroethane BRL ug/L, 0.5 EPA524.2 6/16/2665
i 1,I-Dichloroethene BRL . ug/h 0.5` 7.6 EPA524.2 Si 5i2o05
RL ='RepoRing Limit
MCL=Maximum Contaminant Level
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
��``''tti�4°�F - CERTIFICATE OF ANALYSIS Page: 2
:..
. "
Barnstable County Health Laboratory
Report Dated: 7/5/2005
Report Prepared For:
Order No.: G0530908
Noreen M. Manzo
P O Box 846
W Barnstable, MA 02668
1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2,4-Tri chi orobenzene BRL ug/L 0.5 70 EPA 524.2 6/16/2005
1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 6/16/2005
1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 6/16/2005
1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/16/2005
1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/16/2005
1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/16/2005
2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 6/16/2005
4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 6/16/2005
Benzene BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
Bromobenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
Bromoch.lorornethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Bromodichloromethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Bromoform BRL ug/L 0.5 EPA 524.2 6/16/2005
Bromomethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 6/16/2005
Chloroethane BRL ugiL 0.5 EPA 524.2 6/16/2005
Chloroform BRL ug/L 0.5 EPA 524.2 6/16/2005
Chloromethane BRL ug/L 0.5 EPA 524.2 6/16/2005
cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 6/16/2005
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House PO. Box 427 Barnstable,
MA 02630 Ph: 508-375-6605
Page: 3
CERTIFICATE OF ANALYSIS
1 \y
O ° � Barnstable County Health Laboratory
•��4lsfg -/
Report Dated: 7/5/2005
Report Prepared For:
Order No.: G0530908
Noreen M.Manzo
P O Box 846
W Barnstable, MA 02668
cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/16/2005
Dibromochloromethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Dibromomethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 6/16/2005 `
Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 6/16/2005
Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 6/16/2005
Isopropylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
Methyl-tert-butyl ether 0.93 ug/L 0.5 EPA 524.2 6/16/2005
Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
n-Butylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
n-Propylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
Naphthalene BRL ug/L 0.5 EPA 524.2 6/16/2005
p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 6/16/2005
sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
Styrene BRL ug/L 0.5 100 EPA 524.2 6/16/2005
tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 6/16/2005
Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
Toluene BRL ug/L 0.5 1000 EPA 524.2 6/16/2005
Total xylenes BRL ug/L 0.5 10000 EPA 524.2 6/16/2005
trins-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 6/16/2005
trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/16/2005
Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 6/16/2005
Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 6/16/2005
Vinyl chloride,- BRL ug/L 0.5 2.0 EPA 524.2 6/16/2005
<P;Histow retesting is recommended.
Approved By: 610
(Lab Director)
RL = Reporting Limit
MCL=Maximum Contaminant Level
superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
TOWN OF BARNSTABLE '
LOCATION 105 "-A 6-0 6t-. SEWAGE # (7 '
VILLAGE 9. ' `t and 1��' C_ASSESSOR'S MAP &LOT
INSTALLER'S NAME&PHONE NO. ►�(C�. � T
SEPTIC TANK CAPACITY I -
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER Cn a4=*
PERMPf DATE: .1�. -I o -7 7 COMPLIANCE DATE: .
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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. `7 —6 0 FeE a�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for 30i.5potal 6pgtetn Construction Permit
Application for a Permit to Construct( Re air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. i-c r 14 13jTvamwv* °k- Owner's Name,Address and Tel.No.
Assessor's Map/Parcel 34, S4a-13,v i I 0-~e—
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
t4l,_\ c �a�
31T' 11_e3 ia,-y `� I w+e_
ly aria. M l - �z� 562- ysV I
Type of Building: t
Dwelling No.of Bedrooms_�_ Lot Size i7q. 3a- sq.ft. Garbage Grinder( �
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 'y%A C gallons per day. Calculated daily flow s gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank G-r-Wa Type of S.A.S. Fte 0 V'C.3%.oe-�
Description of Soil 10�� SJ`� l o°� ^23�� a2 3°t �� /''o
Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER AAJST
THE -ff'%AIWIM AND FY IN WRITING
ACCORDANCEja;AM"^6L&U IN STRICT
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 this Board of Health.
Signed — Date t l b
Application Approved Date o- D
Application Disapproved�followingi reasons
Permit No. —7` Date Issued
fy�sf--��.-++.•y,-.... .-._ �,A�nu,,.�....�.,er'...•1�y�:�.y.—..^�}'a+w�.�wwM:i.✓..,:.y1"na,Y�a.:........... .ve-.7-4 'xY+�D'4[im......s-:T v.a�. ... _.. -� ... .. ,.. - ... _. ._
No. q`7 f D .ad Fev n
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
01pprication for Migogar *p5tem''(Conelruction Permit
� t( Re air( )Upgrade( )Abandon( ) El Complete System El Individual Components
Appl�ation for a Perffiit to Co
Loc ion Address or Lot No. a.�'� ��"k 4�TVo�wo0 q Owner's Name,Address and Tel.No.
Ass ssor's Map[Parcel 3y S�4b / 10.
` staller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
SIR tLas0.�. `��av e_ i
362 — 4s-4I
Type of Building: 1 ^
Dwelling No.of Bedrooms _ Lot Size 7 .30"L- sq.ft. Garbage Grinder( 0)0
Other Type of Building S,fs f,, No.of Persons Showers( ) Cafeteria( ) '
Other Fixtures
Design Flow y y 0 gallons ger`day. Calculated daily flow "0 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1. SOD C- v'- f Type of S.A.S.,' A La
Description of Soil O " 10 SJ"b ( o�• " 2 3 2 3 r
r t
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(Certifi-
cate of Compliance has been issued bv this Board of Health.
Signed CL Date I-d to % r
Application Approved I Date /d
Application Disapproved;rfo ��7611owing reasons
Permit No. -7 - Date Issued
—r
'THE COMMONWEALTH OF MASSACHUSETTS
f BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance 'a
,.} THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(✓)Repaired ( )Upgraded( )
Abandoned( )by W, 1e=e (In C v 0"..
at 1. t`t , 0oa b. a__ • ter-ors¢.b k;.,has been constructedin accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated ()17
Installer q"e_V -9 (t o ra` - Designer o u►�». �o»e. rt y.o
The issuance of this permit shall not be construed as a guarantee that the system will'function as designed.
Date - 9 Inspector
---------------------------------------
No. d Fee ��--—
THE.COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH-DIVISION - BARNSTABLES MASSACHUSETTS
mizpogaf * tem Construction Permit
Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( -
System located at L, "S' l�I 'y:1ro..�wed , Q,J yw. �,.5:S•�,,e,,�
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.
Date: Approved by
j
ALL CAPE ENGINEERING
REGISTERED ENGINEERS AND
LAND SURVEYORS
.49 HARBOR ROAD
HYANNIS, MA 02601
TEL.: (50,9 778-0058
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l3atmtab.te kea-th. Dept.
Main 'st'tee t
/dganxid., M 02601
ge-: —Pot l4 guttonwood .&I.
gawd tab&, Mr4
% whom it stay conce.4A:
Slhi4. o�giae, wad. aalied .to 4,z,pect a dept4c dgAeai 4AAaUed by k4zkey
Con1A., on the aboue .Cot. 9-t wac. .ind t aUed accotdZw, to per, ptacement
wi4a. I42 ' to eXiti� we& etc.
TOWN OF BARNSTABLE
LOCATION SEWAGE # /
<ViLLAGEiZ4dASSESSOR'S MAP& LOT • 0 L f
'::INSTALLER'S NAME&PHONE NO.
`....:SEPTIC TANK CAPACITY I S oo .5
LEACHING FACILITY: (type) (size)
NO..OF BEDROOMS
`BUILDER OR OWNER M r,+�...�
PERMITDATE: J 2 -10 `17 COMPLIANCE DATE:
S.apa on Distance Between the:
:.Maitimum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
::,'NVA'te 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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Town of Barnstable P a 9637
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Department of Health,Safety,and Environmental Services )
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�Im Public Health Division Date `� 7
367 Main Street,Hyannis MA 02601
4 earuve ABLA
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OrEn tau►. Date Scheduled_ / � Time Fee Pd._/`D,D
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Soil Suitability Assessment for Sewa a Dip posal
Performed Bye �1ao Witnessed By:
LCAAT`I O �ON & GI ENERAL INFORMATION ,
L cation Is Owner's Name
_ L 4.t plf� Address
Assessor's Map/Parcel: Engineer's Name
NEW CONSTRUCTION REPAIR Telephone#
Land Use Slopes(%) _ Surface Stones
Distances from: Open Water Body 2VD ft Possible Wet'Area _7. d ft Drinking Water Wellfab-f-ft
Drainage Way ft Property Line, " Zv ft Other { ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perd tests,locate wetlands in proximity to holes)
Ap
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F- qo
k
t4V 0 1 72
t �h -3► .'
Parent material(gev:cgic) � �� } Depth to Redrrtck
qq �
Depth to Groundwater: Standing Water in Hole: a W_eepiinng from Pit Face
Estimated Seasonal High Groundwater 7� ���-- ��Z I/✓�t�
riETERMINATION F'OR SEASONAL,HIGH'VVATER'iTA LE
Method Used: °p.VrtGy� 4
Depth Observed standing in obs.hole: 7a• L in. Depth to soil mottles:
Depth to weeping from side of obs.hole: I•12a1 in. Groundwater Adjustment ft.
Index Well# :Reading Date:_ Index Well level Adj.factor Adj.Groundwater Level
PERCOLATION:TEST Date l 7`I line-
Observation
Hole# ! . Time At 9"
Depth of Perc ,J Time at 6"
Start Pre-soak Time® 12-7-r �� Time(9"-6") Z. .215-M'v`'
End Pre-soak
Rate Min Anch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)
4
Original: Public Health Division Observation Hole Data To Be Completed on Back-�
Copy: Applicant'
Uf E 1101e#1) 013SE1tVA'I'1ON 11OLE LOG Soil other
izon Soil Texture Soil Color tructure,Stones,nouldercs.
Depth from (USDA) (Munsell) Mottling (S
Soil I lor
e
Surface(in.) .
40"W /a Y4
Ay�
/3 Z + g✓c.�`L�
Ijo1e
DEEP OBSERVATION )EIOLC LOG l Color soil other
Depth from (USDA)Soil Ilorizon Soil Texture Munsell) Mottling (Structure,Stones,Douldercs.
Surface(in.) e -- I
/o-Ila /3w ,b/w 6
m<d-� 2.sy�/
P-- C/ y
llEEI' OHSERVA'I'ION IIOLC LOO Soil other
' Soil�Texturek%t Soil Color
Ucptl,from Soil I lorizon (USDA) (Munsell) Mottling (Structure,Stones,Douldercs.
Surface(in.) '. e
lb 01
3a — 94 c- r_
• ii
t
DEEP OBSEIIVATION HOLE LOG olc# t7ticr
Soil Texture Soil Color Soil
Depth from Soil I lorizon (USDA) , (Munsell) Mottling (Stnrcture,Stones,Boulderes.
e
Surface(in.)
_ t
------------
,
flood Insurance Rate«Map:
a_
Above 500 year flood boundary No-� Yes 4
rl 'Within 5o0 year boundary No_ Yes
-Within 100 year flood boundary No_ Yes
I aturglly Or C � i�ervinir.^, ti9ated
De t1 utiring ri • .•
Does afleast four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
:.o
.t..
if not,what is the depth of naturally occurring pervious material?
certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Cnvironmei tal Protection and that the above analysis was performed by meo/n'i�s,� tteenttwwith
the required training,expertise and experience described in 310 CMR 15.017. v
Harp
W
Town of Barnstable
t r f Health
. RARNsrAB Board o
MASS.
.� P.O. Box 534, Hyannis MA 02601
FD IVIA�A
Office: 508-790-6265 Susan O.Rask,R.S.
FAX: 508-790-6304 Ralph A.Murphy,M.D.
Sumner Kaufinan,M.S.P.H.
December 2, 1997
Mr. Gerald Elovitz
8 Park Street
Hyannis, MA 02601
RE: Lot 14 Buttonwood Lane, West Barnstable
Dear Mr. Elovitz:
You are granted a conditional variance to construct a soil absorption system at Lot 14
Buttonwood Lane, West Barnstable, Massachusetts.
The conditional variance is specifically granted from Part XI: SECTION 2.00 which
requires a minimum separation distance of 150 feet between any sewage disposal system
and private water supply well. The soil absorption system at Lot 14 Buttonwood Lane
West Barnstable will be located 142 feet away from a neighbor's private water supply
well.
The variance is granted with the following conditions:
(1) A MA licensed well driller shall submit a completed application to construct an
onsite well and meet all the provisions of the Private Well Protection Regulation
adopted June 1989 by the Board of Health.
(2) After receipt of the well water test results, a completed application to construct an
onsite sewage disposal system shall be submitted.
(3) The septic system shall be constructed in strict accordance to the submitted revised
plans dated November 18, 1997.
(4) The designing engineer shall supervise the installation of the onsite sewage
disposal system and certify in writing to the Board that the system was installed in
strict accordance to the submitted revised plan.
This variance expires December 1, 1998.
elovitz2
This variance is granted because the onsite sewage disposal system will be constructed in
compliance with Title V, the State Environmental Code and all other Barnstable Board of
Health Regulations. Also, the groundwater flows in the northerly direction, according to
Arne O'Jala, the designing engineer. Therefore, the wastewater effluent should not flow
toward the neightbor's well, it will flow in the opposite direction.
Very truly yours,
usan G. Ra�S.
Chairman
Board of Health
Town of Barnstable
SGR/bcs
eloviW
� R
TOWN OF BARNSTABLE 18=�'""7"�L-ems
�DF TH E Taw
OFFICE OF
HAHa9TABL i MA66. BOARD OF HEALTH
•. ./ aj
o� 039. ��° 367 MAIN STREET
'ED MPY HYANNIS, MASS.02601
November 18, 1994
Gerald Elovitz
8 Park Street
Hyannis, MA 02601
Dear Mr. Elovitz:
You are granted an extension to the variances granted to you on or about June 1, 1993 to
construct an onsite sewage disposal system and an onsite private well at Lot 14
Buttonwood Lane, West Barnstable, with the following conditions:
(1) A MA licensed well driller shall submit a completed application to construct an
onsite well and meet all the provisions of the Private Well Protection Regulation
adopted June 1989 by the Board of Health.
(2) After receipt of the well water test results, a completed application to construct an
onsite sewage disposal system shall be submitted.
(3) The septic system shall be constructed in strict accordance to the submitted revised
plans dated September 25, 1991.
(4) The designing engineer shall supervise the installation of the onsite sewage
disposal system and certify in writing to the Board that the system was installed in
strict accordance to the submitted revised plan.
This variance expires October 3, 1997.
This variance is granted because the onsite sewage disposal system will be constructed in
compliance with Title V, the State Environmental Code and all other Barnstable Board of
i
:f
9
Health Regulations. Also, the groundwater flows in the northerly direction, according to
Arne O'Jala, the designing engineer.
Therefore, the wastewater effluent will not flow toward the neighbor's well, it will flow in
the opposite direction.
Very truly yours,
seph C. Snow, M.D.
Acting Chairman
Board of Health
Town of Barnstable
JCS/bcs
4 .�o NO.
DATE w-
�¢TMBT��d TOWN OF BARNSTABLE FEE
W
OFFICE OF
RECEIVED BY
i,,AHrST,DIAL&t,Lr : BOARD OF HEALTH
\.o4yq i6.3 � 367 FAIN STREET ..
HYANNIS, MASS. 02601
VARIANCE REQUEST FORM ��v<T�6-tScoo-1 J
Ali variances must be submitted FIFTEEN (15) days prior to the scheduled/Board of Health
meeting,
NAME OF ,APPLICANT �E�. "o l=�,o.i �rI— TEL. NO. "� �,� _ O I -L-
ADDRESS OF APPLICANT c h'p �Z (L ST �r_a,.► w 15
NAME OF OWNER OF PROPERTY
SUBDIVISION NAME WA-T-C DATE APPROVED 1�3 (,I Cv
ASSESSORS MAP AND PARCEL. NUMBER Z N-7 s+r�
LOCATION ,QF.REQUEST va-r ks} �j�1-I-I-y,�woo✓� L,� 1'j,4,rL},��-� Al�j��
SIZE OF LOT -t 4, SQ. FT. WETLANDS TyITHIN 200 FT. OF PROPERTY: Yes No
VARIANCE FROM REGULATION(List Regulation)
t l g-u_
2-Cy2r�G.4T ) (�cSF�2y� I�.o.�K �au��-rZ-r -ro
e `F�`"T• 1�.1 emu, 4 R V A Zk-4-,%s c e- tZ Q,j.0_VSTc-- r
REASON FOR VARIAN E(May attach letter if more space is needed)
`5 v r--;p c--C--T«2
PLAN four COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST.
VAR-LANCE APPROVED _
NOT APPROVED_
REASON FOR DISAPROVAL
Susan G. Rask
~ RECEEIIVEO Chairman
SEP 1 5 ' 1997
Joseph C. Snow, ;•i.D, —
TOWN OF BARNSTABLE
8y HEALTH DEPT.
Brian R. Grady
8 9 BOARD OF 11EALTH
G TOWN OF BARNSTABLE
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cope engineering
civil engineers& land surveyors
structural design
September 12, 1997 Arne H.Ojala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
land court Gerald Elovitz
David C.Thulin,P.E.
surveys 8 Park Street
Hyannis, MA 02601
site planning Dear Mr. Elovitz:
A public hearing has been scheduled for the Barnstable Board of
sewage system Health to take action on your request for an extension of previously
designs granted variances from the Barnstable Board of Health Regulations for
Subsurface Disposal of Sewage for your proposed construction at Lot
14, Buttonwood Lane, West Barnstable as follows:
inspections
Town of Barnstable Regulation adopted 4/87: Proposed leach facility
permits to be located 1111 from existing well (39, variance requested);
reserve facility to be 1011 to existing well (49, variance
requested).
Said hearing will be held in the Hearing Room of the Barnstable Town
office, 367 Main Street, Hyannis, MA on October 7, 1997 at 7:00 p.m.
Sincerer
Sarah B. Ojala
Dawn Cape Engineering, Inc.
cc: Abutters
file
P�aN
) ECEIV
S E P 15 1997
N nF RARNSTABLE
, ✓yf �;i ��� rQa
Abutters to Map 217, Parcel 45
46 Jeanne Wood, 115 Buttonwood Lane, West Barnstable
02668
4 Jane Saunders, 1780 Route 6A, West Barnstable 02668
44 Daniel F. and Mary Gallagher, Box 676, West
Barnstable 02668
Map 197, Parcel
35 Frank and 8rvina Maki, 781 Oak St. , West Barnstable
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 dOWd cope engiftee/%a.0
civil engineers& land surveyors
structural design
September 11, 1997 Arne H.oiala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
land court Board of Health
David C.Thulin,P.E.
surveys
Town of Barnstable
367 Main Street
Hyannis, MA 02601
site planning
Re: Re or e n of variances previously
' granted for Elovi ,West Barnstable
sewage system
designs Dear Oar em ers
A variance extension for Gerald Elovitz was granted on or about
inspections November 18, 1994 for Lot 14 Buttonwood Lane, West Barnstable, and is
due to expire on October 3, 1997. A buyer for the property has
recently come forward; they will not be able to install the septic
permits system in time under the present variance approval.
The system as designed conforms to Title 5 195. The house footprint
has been revised to reflect the buyer's design; this has been
approved recently through the Conservation Commission.
Title 5 variances are not required, since the minimum required
separation of 100' between well and septic system is being maintained
(reserve system) . The groundwater flow in the area concerned is
approximately northerly, so it is unlikely that the abutting well to
the south will be affected. The Title 5 separation of 100' should be '
adequate in this case. In my opinion, the same degree of
nvironmental and health protection exists if the variances were not
necessary due to the specific site characteristics outlined above.
We are requesting an extension of the previously granted variances
for a period of 3 years. It is anticipated that the planned house
and attendant work would be completed within that period of time.
Thank you for your consideration.
Very truly yours,
' D � 9 12
Arne H. Ojala, PE, PLS "
Down Cape Engineering, Inc. a d'
cc: Northside Design �� ���I �
Gerald Elovitz
o SE
� TOWN OF6ppgISSABLE .�r�
Nor,,f
A
THE
The The Town of Barnstable
s `-- DepartmentY of Health Safety and Environmental Services
. BdHd9T�
11639.w,9 Public Health Division
367 Main Street,Hyannis,MA 02601
Office 508-790.6265 Thomas A.McKean
FAX 508-775-3344 Director of Public Health
August 26, 1997
Joseph Asif, M.D.
361 Bay Lane
Centerville, MA 02632
Dear Dr. Asif
The Board of Health is in receipt of your request for a variance pertaining to a proposed
septic system at 361 Bay Lane, Centerville.
The variance hearing is continued until September 16, 1997 due to the following
deficiencies concerning the submitted system design plans:
(1) No soil profile shown.
(2) No groundwater table elevations shown with maximum high ground water
adjustments calculated.
(3) No water lines shown.
(4) No private well locations shown, if proposed.
(5) No elevations provided for each of the proposed septic system components.
Attached is a check list of items which the Board of Health requires to be provided on the
system design plans.
asif
Please submit revised system designed plans showing the five requested items listed above
to the Board of Health at least four(4) days prior to the September 16th hearing.
Sincerely yours,
Thomas A. McKean, R.S., C.H.O.
Director of Public Health
Town of Barnstable
TM/bcs
Enclosure
asif
- I
�Qo�T"ETo�`o The Town of Barnstable
I DADd9TABL ? Department of Health, Safety and Environmental Services
""°`
i639• Public Health Division
CFO MAY k`
367 Main Street,Hyannis,MA 02601
Office 508-790-6265 Thomas A.McKean
FAX 508-775-3344 Director of Public Health
August 25, 1997
Gerald Elovitz
8 Park Street
Hyannis, MA 02601
RE: Lot 14 Buttonwood Lane, West Barnstable
Dear Mr. Elovitz:
The variance extension granted to you on or about November 18, 1994 will expire on
October 3, 1997.
Therefore, you are required to either file for another variance extension hearing or install
the septic system before that time.
Attached is a blank variance request (extension) form. If you should have any questions,
please feel free to call me at 790-6265.
Sincerely yours,
homas A. McKean
Director of Public Health
Town of Barnstable
TM/bcs
cc: Arne O'jala
elovilz
,1
cIQ ,
4u Ls C
t- of -- -L� `15
`-Q-� I �f1 - -�715��"i- - Pj� '�
LR
No...... ......... /WEALftCL9F
ASSESSORS MAP NO: 2f ( FisTHE COMMO ��9ASSACHUSETTS_� ��
BOARD OF HEALTH
TOWN OF BARNSTABLE W
Appliration for Di!3pnial Works Cnlanlit nrtion 1hrmit
Application is hereby made for a Permit to Construct ()/) or 1Zepai ( ) an Individual Sewage Disposal
System at:
9U—,TV W 00D �4AE ��j 1 SIB° t`�1
........................................ --•----------------------- ........ -- .............................
-Ady�mss-------- 85 t No.
o► l/_ITZ----------------------- ........ ---_ . ? �.�. , r�1s h!l ® bob.......
Owner Address
W
\ Installer Address r�
Type of Building \ ¢ Size Lot.._.,ld .Sq. feet
Dwelling— No. of Bedrooms--------------- --------------------------- ---pansion Attic ( L.,j Garbage Grinder ( VS
aildng
Other—Type of Bui ............................ No. of p sons---------------------------- Showers ( ) — Cafeteria ( )
dOther fixtpres\................................................------••------...-•----•..........._..........•••••••...--------••••......-•••••••............_...
W Design Flow_ 11.9.j6FP..l�Zf�.._�_......_...gallons per perso per day. Total daily flow--..---4.4 ............................gallons.
WSeptic Tank—Liquid capacity. �.O_gallons Lengtl ��.1 ___ Width.S_�L_55.... Diameter................ Depth..�_.e--..
x Disposal Trench', No. ------f............. Width...t2 ........ _ Total Lengtli--..4(9........... Total leaching area_3'7_7_8...sq. ft.
Seepage Pit No...*1.................. Diamete ................... epth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution'.box osing to ( )
aPercolation Test Results Performed --------- ��_.F /RL ! ! ,___.__�....................... Date...4?6h jil- •-----•----
Test Pit No. I....�.......minutes per inc epth of Test Pit.-._/2..___....__ Depth to ground water...../'O .....
L=, Test Pit'No. 2___ .........minutes per inch Depth of Test Pit._.1_.Z .t_.'....... Depth to ground water_A,ta�-.-.-__.
R; --------------•--•--------- ------•------------••--..-
D Description of Soil.... '---• . • -••-• - �Y. --.6� �-��------- - .....................
x
......--•-•'•'-••..............
W .............................. 11"SfGIUING.•ENGIIVEER.•MUST•SUPERVISE
�f
V Nature of Repairs or Alterations—Ans er when applica e._.._...!N%STALLATION AND CERTIFY IN VIIRITItiG.
THE SYSTEM WAS-'INS'>°AL'LED'.f ..STFi.IC -•'•-- � 7�
Agreement: ------7�LCZ3FID'A"NCE'T�?rs'Lfl-N:---.�'.�
� ... .
t
The undersigned agrees to insta 1 the aforedescribed Indiv' ual Sewage Disposal System in accordance with
the provisions of TITLE 5,of the S ate Environmental Code— e undersigned further agrees not to place the
system in operation until a Certifica e of Compliance s been issue y the board of health.
Si ned . -- --------- ---- ...-.........
.............
.---------------
*---------------
Dace -
Application Approved By --- ---.. ....... .. - :�'�...
......... ...................................................................... ...................'------'---...... Dace
Application Disapproved for the following reasons: .............................................................. ....................................
.. . .......................................................................................................................................................................................................................... ..... ...................
Dace
PermitNo. .................................... .... Issued ............... ----- ... ...............................
Dace
————————_——————————————————————_.—_________—__—_——__———_———————
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
C9ertifi ate of Toutpliance
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by - .._.... .. ....................... -__........ ......
" Insr.Jlc•r
at .......... - _...f. ._........... ......._....woos -----�. (e---------- 1(� ..- ! ..................................................
has been installed in accordance with the provisions of TITLE 5 of The State Environmental C ya described in
the application for Disposal Works Construction Permit No. ...-.'1. ......� y?_..... dated ..... . ....THE ISS ANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA THAT THE
U
SYSTEM WILL FUNCTION SATISFACTORY.
DATE .. ........_....................... ............................ --............. inspector ------------------------------- ...............................-----------------------
-- ------------------------------------------------------------------ ----
THE COMMONWEALTH OF MASSACHUSETTS'IGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERTIFY IN WRITIN(a.
BOARD OF HEALTH THE SYSTEM WAS INSTALLED IN STRICT
1'C'CORDANCE TO PLAN.
��� TOWN OF BARNSTABLE` v"14A)C6� �
0 FEE... . �.......
RoVaoal Marks Q1,nrnitnulinrt rrmit
Permissionis hereby granted-------------------_----_ ----_-_------------------------------------------------------------------------------------------------------
to Const>,ict ( ) or ep ' (� //)_ an Individual Sewa isposal S�tstern /)-
atNo....- .0 �1!�i1(',' ..... ........................ ..... ....................-•N----•--'-----._...---------.............•-••--.........
Street '5 6,4�
as shown on the application for Disposal Works Construction Permit No __ ______________ Dated____-•.�;&—f7 ��.-�.-_•••-----
r
!� Board of Health
DATE.................... .....................................
FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS
N og.; —_G 2 19 Fizz
LTH
THEBOAf�DAOI-r HEALTH F MASSACHUSETTS
r� TOWN OF BARNSTABLE
-Appliration for Di-nVinial Works Tomitrnrtion 1jerutit
Application is hereby made for a Permit to Cotstruct (kl) or Re pa ( ) an Individual Sewage Disposal
System at: ;
--------------------- ..�.!9'._..• urro Nwoov �a`� ............ ........ t—T.. .1� .. M ... ..........
Location-Address or Lot No.
......................_........ �%Yiti_P...G l?!/JT? .. ........G........2k.. [. _..._.
..
Owner Address
(� t
Installer Address
f -.__..---.
V Type of Building � Size Lot.... ....-__3�a .S feet
a Dwelling—No. of Bedrooms............t------------------------ Ex
pansion Attic ( V) Garbage Grinder ( Vj
124 ` Other—Type of Building ..........�................ No. of p�r sons---_..�_--______._._ Showers ( ) — Cafeteria ( )
QIOther fixtures ---------------------------------------•--------------I---•------_-
W -Design FlowJj.0a,,-P-D/,S�..:.:...........gallons-per person/per-day./ otal daily flow-------"78.'.___.__`.........._':.__gallons.
WSeptic Tank—Liquid capacity./S®-Q-gallons Length_6_X.____��Vidth_,5'_^ Ga:_ ___ Diameter................ Depth_rr"g ._..
x Disposal Trench--No. ------/...........\Width.../�.........�/Total length__ ........... Total leaching area.57 F,_,g...sq, ft.
3 Seepage Pit No_____________________ Diameter:------------------- Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box (v) \Dosing tank( )
a Percolation Test Results Performed by.......f-/<._�_f :1,C,6A�!�_.....`...................... Date...f�h!'� ,1+ ¢.............
Test Pit No. I....1zF_......minutes per inch Depth/of Test Pit..../?........... Depth to ground water....PVAV:K.......
44 Test Pit No. 2...S.........minutes per inch N Depth of Test Pit--- ?_!......_.. Depth to ground water..&,?oe,0...._...
----------------------------------7...---•• �............ .....
xDescription of Soil..........4-1"-�-_ .�1Iai.,1e�....�� �P»f�-:. 4zt:: - � ---------------------------------------------------•-•-------------
U ---------------
•------------
--------------
........ ------------------------------------•-----------------------------------------------•------------------------
••••---------
.....----------------
U�l ..................................................................................................... --_...----_........_.....__.......---_......_............................_..........._.............
Nature of Repairs or Alterations—Answer when applica -----------------------------------------------------------------------------------------------
..--••------
Agreement:
The undersigned agrees to install the aforedescribed Indivl,,ual 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 bas been issued by the board of health.
Signed .-.._ .:...... �.... .........
.........ry`....................... ...............................
Dare
Application Approved,By ------- ................. ....................................
A lication Disa royedf of the c&to in reafons: .----__---------------- .-................................... ............................
_.-
�.
............. .. ......... ............................................................... ----- ---- ....-. ...................� Dare
Permit No. .................................... ......... Issued -
Uare
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Y - (19erti i ate of (foraptianre
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by .............................................................. --------------------- ------.-.---- __ ....................--.......................... ' ... ..........
�j " Installer
v_' I --.-
has been installed in accordance with the provisions of TITI,,E,5 of The State Environmental Code a desc ibed in
the application for'-Disposal Works Construction Permit No.___ 1: -..._ ?-..._.. dated ..-_. .7--7 ._-...
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM'WILL FUNCTION SATISFACTORY.
4#
DATE . .................... ._. ........ ..--.....-_.... .. - --------- -- -- Inspector
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE vn7NoNct� FEE... ...... ��
No........-�. �g !!!!!! --•----.
�i �roottl orko Tonotrurtion "rrntit
Permissionis hereby granted..............................................................................................................................................
to Construct ( ) or Repair (� /,). an Individual Sewa e Disposal S stem
at No...... .n......_...'�..... GIB 1�11�__.._.. ca'`e'_... -- ..................................
Street
as shown on the application for Disposal Works Construction Permit N�r-'____�'-------- Dated_....__ 7 �c._........
.................... �'----------------------------------
`/ �� Board of Health
DATE.....................
FORM 3850B HOBBS 6 WARREN.INC..PUBLISHERS
a ��+tk�.,,c,,:r sa,r-"•gyp .,,, . . , ;..4i
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 - Sandwich, MA 02563
(508)888-6460 - 1-800-339-6460
FAX(508)888-6446
CLIENT: Jerry Elovitz LOCATION: Lot 14 Buttonwood Ln.
8 Park St. W. Barnstable, MA
Hyannis, MA 02601
SAMPLE DATE: 3-15-95
COLLECTED BY: Desmond Well Drilling DATE RECEIVED: 3-15-95
TIME: 2:30PM LAB I.D. NO. : E3-202
JOB TYPE: New well SAMPLE I.D.NO. E3-202
WELL SPECS. : 711/3'
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100m1 (MF Method) 0 0
PH pH units 6.0-8.5 5.68
Conductance umhos/cm 500 196
Sodium mg/L 28.0 14.4
Nitrate-N mg/L 10.0 0.55
Iron mg/L 0.3
LT 0.05
Manganese mg/L 0.05 0.009
Volatile Organics See enclosed report.
EPA 601/602 ug/L N.D.
COMMENTS: Low pH indicates high corrosive characteristics.
* N.D. = none detected
Yes No WATER IS SUITABLE FOR DRINKING POSES FO ARAMETERS TESTED.
xxx
Date 3 L3
ona d J. SaqVi
Laboratory DVector
LT = Less Than
3-C3-.95 11:44 Al-! :GF.OUNDWATEF. ANAL:'TICAL -�ENVIROTECH
GROUNDWATER
ANALYTICAL
EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Field ID: E3202 Lab ID: 10186-01
f4'
Project: Elovtz/14 Buttonwood Batch ID: VGZ-0574-V
'Client: Envirotech Sampled: 03-15-95
Cont/Prsv: 40ML VOA Vial/HCl Cool Received: 03-16-95 .R
Matrix: Aqueous Analyzed: 03-17-95
PARAMETER CONCENTRATION REPORTING LIMIT
(ug/L) (u9/L) Y
} Dichlorodifluoromethane BRL 5
Chloromethane BRL 5
Vinyl Chloride BRL 5
Bromomethane BRL
Chl oroethane BRL 1 �
Trichlorofluoromethane BRL I
1,1-Dichloroethene
Methylene Chloride BRL 1
k•:3
trans-1,2-Dichloroethene BRLBRL 1
1,1-Dichloroethane * BRL 1
cis-1,2-Dichloroethene 1
Chloroform BRL
1,1,1-Trichloroethane BRL 1 '`
Carbon Tetrachloride BRL 1 '<A
Benzene BRL 1
1,2-Dichloroethane BRL I
Trichloroethene BRL 1
1,2-Dichloropropane BRL 1
Bromodichloromethane BRL
2-Chloroethyl Vinyl Ether BRL 1
cis-1,3-Dichloropropene BRL v
Toluene BRL 1 t
trans-1 ,3-Dichloropropene BRL 1
1,1,2-Trichloroethane BRL 1
Tetrachloroethene BRL i
Dibromochloromethane BRL
Chlorobenzene BRL 1
Ethylbenzene BRL 1
meta-and para-Xylene * BRL 1
ortho-Xylene * BRL i
Bromoform BRL
1,1,2,2-Tetrachloroethane BRL 1
1,3-Dichlorobenzene BRL 1
' 1,4-Dichlorobenzene BRL 1
1,2-Dichlorobenzene BRL 1
QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS
a,a,a-Trifluorotoluene 30 29 97 % 87 - 113 %
1,2-Dichloroethane-d4 30 32 108 % 83 - 117 %
R
4 BRL Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable
Malocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986).
w
�. Fee--`-�11:
=-'-
No.-�'3`-----=-�---- � �- `�`-'-------
BOARD OF HEALTH
TOWN OF BARNSTABLE
0pp[ication forlVell Con0ructionPermit
Application is her y made for a permit to Construct (VI, Alter ( ), or Repair ( )an individual Well at:
--------------� -- � -------r00••C4 --I----------
Location — Address Assessors Map and Parcel
---------------
LZ ? �I .--- —— 1� -` =} _ ►��1s�- ��
wner Address
---------
Installer — Driller + ddress
Type of Building V ��' �� �7 S
Dwelling ---I---------------------------------------------------
Other - Type of Building----------------------------------- No. of
Persons---------------------------------------------------------------
Type of Well Capacity--------------------- ---------
Purpose
of Well----V tA-
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 until ertificate .of Compliance has been issued by the Board of Health.
-
Signed _ --- L "- ------- - �- ---
date
Application Approved By - �—j-
date
Application Disapproved for the following reasons:---------------------------------------------------------------------------------
--------------------------------------------- ----------------------------------------------------------------------------------------------
/� date
Permit N8 w _=- - ------- L--�-�--— ----
• ---- ------ Issued-------- ---— -------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(C ertif irate Of (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed (r/), Altered ( ), or Repaired ( )
by- -�-1- f►�t S—�_ l�-r D �-- --� S ttir._o a v v� L L --� `2 I l�l/Y /t- C
Installer
at---------------— -- -------- -------------------------------------------------------------------------------------------------------------------
has been installed in 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 Nt -fv%ated" --"fig"
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE-------------------- - —--------------------------- -- Inspector--------------------------------------------- ---
r 'Y+�n°i"�'st�`��r<"'�eY`r`+M-r`Rr����('�v.K��,,.i•}..:"'�. � r�•��wnrfti�� .fir 1��'s•- x�-'��'.�� jj�� •� _, k.� x^r .•""y'i"� t� Z,.�
°� �,.,,....c�. J _,.!v'iew„� ".�"� ♦.�,>Y' 1F ,xyy.�$�'� • �'"7r+'�,�'�r�i'o'�'rw f'�'1"�-+y.�`!,�.,«.t�•t�'4�1�f`#�u�`q"'y„'�v
"/ Fee
A-K__ ----------
No.- ---------
BOARD OF HEALTH
TOWN OF BARNSTABLE
zippticat ion-for Melt Conotruct ion Permit
Application is here y made for a permit to Construct (P Alter ( ), or Repair ( )an individual Well at:
---------------4 -- °� - d �► _ j, ,, iiat'tt ---- - e -
Location — Address Assessors Map and Parcel
- = - ------�' O V11_--�_- --- F_ 14-----�S ____J4_ -- �1.4--�N
Owner ( A dress
TIJ
- ``�
------- ------------- --
Installer — Driller ddress
Type of Building ��
Dwelling - -- ------------------------------------------
Other - Type of Building ---------------------- No. of Persons----------------------------------—------_-______.
YP g-------------
�'� f UC. Capacity
Type of Well------------:-------------------------------�---- --------------------------------------------------------------
�' Purpose of Well--- rs� _W'c , ---------
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 until ertificate .of Compliance has been issued by the Board of Health.
r Signed
- - -- - ------- - 31 ___--
date
- -- --
Application Approved By ---�-� --- ----- - �-� �.�----� f
- date {
Application Disapproved for the following reasons:------------------------------------------------------------------------_______-_
------------------------------------------------------------------------------------
�,/� date
Permit Nf5 �+ ---- — - Issued -- -- s — --
date
r aneo�+��m..a..aova-r,.orerre+•�..�a.sce�w.� seanl��.•+er�a�rm.��m,a,.a...�o.�,...era.�s ayr.war.�sr�w..co�eaa..urem�arrs...ru�n¢i
BOARD OF' HEALTH
TOWN OF BARNSTABLE
THIS IS TO CERTIFY, That the Individual Well Constructed (6/), Altered ( ), or Repaired
b 1 i-� M►�S " two/vR( -------- E;_M6W'0
Installer
;l
at----------------—-- ----- -- - --- ----------------------------------------------------------------------------------------------------- -
has been installed in 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 N& '�/�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE------------------- - —-- ------------- - - Inspector--------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
sett.Construct ion vermit
.. ..x
No. � __- Fee
Permission is hereby granted--- �'rd__ �x �' ---- ---_ .
to Const�ct (Af Alter ( ), or Repair ( ) an Individual Well at:
Street
as shown on the application for a Well Construction Permit
No. - - - ' - - -- — - - Dated--- - -
Board of Health
DATE ='==--�—— -
1
-� �--
14.
o
`1 34.v i '31 u i
t�SfED
ENVIROTECH LABORATORIES, INC.
MA Cert. No.: M-MA 063 w
449 Rte. 130 . Sandwich,MA 02563
(508)888-6460 . 1-800-339-6460
FAX(508)888-6446
CLIENT: Jerry Elovitz LOCATION: Lot 14 Buttonwood Ln.
8 Park St. W. Barnstable, MA
Hyannis, MA 02601
SAMPLE DATE: 3-15-95
COLLECTED BY: Desmond Well Drilling DATE RECEIVED: 3-15-95
TIME: 2:30PM LAB I.D. NO. : E3-202
JOB TYPE: New well SAMPLE I.D.NO. E3-202
WELL SPECS. : 711/3-
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100m1 (MF Method) 0 0
pH pH units 6.0-8.5 5.68
Conductance umhos/cm 500 196
Sodium mg/L 28.0 14.4
Nitrate-N mg/L 10.0 0.55
Iron mg/L 0.3 LT 0.05
Manganese mg/L 0.05 0.009
Volatile Organics See enclosed report.
EPA 601/602 ug/L N.D.
COMMENTS: Low pH indicates high corrosive characteristics.
r * N.D. = none detected
" Yes No WATER;IS SUITABLE FOR DRINKING POSES FO ARAMETERS TESTED.
XXX
- Date
-bona d J. SVector
i
Laboratory
IT =`Less Than
•, ol.- -.gc -- . :- :-.__.'.1C TE:.----------
ANALYTICAL �ENVIROTE• oUb low '- /o i* -, s
n
GROUNDWATER
ANALYTICAL EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Field ID: E3202 Lab ID: 10186-01
Project: Elovtz/14 Buttonwood Batch ID: V62-0574-W
Client: Envirotech Sampled: 03-15-95
Cont/Prsv: 40mL VOA Vial/HC1 Cool Received: 03-16-95
Matrix: Aqueous Analyzed: 03-17-95
PARAMETER CONCENTRATION REPORTING LIMIT
(ug/L) (ug/L)
Dichlorodifiuoromethane 5
MI
Chloromethane BRL 5
Vinyl Chloride BRL 5
Bromomethane BRL 5
Chloroethane BRL 5
Trichlorofluoromethane BRL 1
1,1-Dichloroethene BRL 1
Methylene Chloride BRL 1
trans-1,2-Dichloroethene BRL 1
1,1-Dichloroethane BRL
cis-1,2-Dichloroethene * BRL i
Chloroform BRLBRL 1
1,1,1-Trichloroethene BRL 1
Carbon Tetrachloride 1
Benzene BRL
1,2-Dichloroethane BRL 1
Trichloroethene BRL 1
1,2=Dichloropropane BRL 1
Bromodichloromethane BRL 5
2-Chloroethyyl Vinyl Ether BRL 1
cis-1,3-Dichloropropene BRL
Toluene BRL i
trans-1,3-Dichloropropene BRL
1,1,2-Trichloroethene BRL 1
Tetrachloroethene BRL 1
Dicromochloromethane- BRL 1
Chlorobenzene BRL 1
Ethylbenzene BRL 1
meta-and para-Xylene
* BRL
ortho-Xylene * BRL 1
Bromoform BRL
1,1,2,2-Tetrachloroethane BRL 1
1,3-Dichlorobenzene BRL 1
1,4-Dichlorobenzene BRL 1
1,2-Dichlorobenzene - BRL 1
QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS
a,a,a-Trifluorotoluene 30 29 97 % 87 - 113 %
1,2 Dichloroethane-d4 30 32 108 % 83 - 117 %
BRL = Below Reporting Limit. * Non-target compound. Method. References: Method 601 - Purgeable
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986).
Department of Environmental Management/Division of Water Resour es '
x /f WELL COMPLETION REPORT
&WELL LOCATION GEOGRAPHICD.ESCRIPTION
Address .(OT /
,?&Tilly kJOa a I XJ N S ,E _W of
1
pi
(feet) (clrclel"
Pity/Town tgA,Orvs ,gCE
Well owner ,a/�� ECaU/Ti (road)
Address 8 ark' 57 N S E W. of'.
A7NA/%S A14 Do�pO� iml.in tenths) (orde)' (.
r intersect. w/
Board of Health permit obtained:; yes® no,❑ (road)
WELL USE WELL DATA
Domestic 'Public❑ Industrial ❑ Total well depth 171 ft.
Monitoring❑ . Other Depth to bedrock h.
Water-bearing rock/tlnconsolidated,mat erlal t
Method drilled
. ..D .7•/s 9S"_' Description r:
ate drilled
Water bearing zones:
CASING 1) From To
Type
Length ' ft.Dia(.I.D.) 9 in. 2) From To
L 3) From To
Length into bedrock ft.
Gravel pack well: . dia.
Protective.well seal:
Screen: 'dia.
G`iout-0 Other Slot v /� length 9' from!'to�/'
STATIC WATER LEVEL(all wells).
Static water level below land surface `� ft. Date
WELL TEST(production wells)
Drawdown' ` ft. aftor pumping_: ' hr, min.at
How rneasured Recovery- tetFrc. tnln
LOG of FORMATIONS COMMENTS g
Materials .From' To ✓
Driller
�9N S/GT• Firm /77001;( 0/// Alee
/*` Address rd0 l iX
AN0� k 1
City/Town
Supervising Driller RegA
signature o/si vis re istered wel/driller
"°"'Prior firmly BOARD OF HEALTH COPY
17
S�� O ?15
67
7-11
{
P
r j
:4
DAT
OWN OF BARNSTA9LE
�0 0�4 FE o
OFFICE OF
i RE IVED BrI
• lAEflTLBLL � �+
NAM BOARD OF HEALTH 4F� ai
o MAY
367 MAIN STREET
�• 6 r
HYANNIS, MASS. 02601 0
VARIANCE REQUEST FORM
All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health
meeting.
NAME OF ,APPLICANT Gc-92A(n CLO ViT Z TEL. NO. 7�69 0l& � 77S 07770
ADDRESS OF APPLICANT LS?: d,Qhk J7 /AAk)Q)S hAA 02-601
NAME OF OWNER OF PROPERTY Gis c' �"'/e
SUBDIVISION NAME DATE APPROVED � �3, /14
ASSESSORS MAP AND PARCEL NUMBER 4do- ZI7 Low
LOCATION OF REQUEST � v777M)1,2OD1� ZAAA '_
SIZE OF LOT _SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes `-- No
T
VARIANCE FROM REGULATION(List Regulation) n2 ,,14A-ok *L q o))ga// 4ci/
162eAlld 111 i r h L'39 ' r°OqbCAL r
L .
e,ve ea %� /Ca7 O var, rey,re;L e4)
REASON FOR VARIANCE(May atta letter if more space is needed) D
111-A
PLAN - rua COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST.
VARIANCE APPROVED
- NOT APPROVED
REASON FOR DISAPROVAL
Susan G.Ra8%
Joseph 0.19now,M.D.
0M Brian& dy aa's;sr
t
a
tel.(508)362-4541
939 main Street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cape engineering
civil engineers& land surveyors
structural design July 25, 1991
Arne H.Ojala P.E.,P.L.S.
land court Town Of Barnstable Richard R.Fairbank P.E.
surveys John McElwee,P.L.S.
Board of Health
367 Main Street
site planning Hyannis, MA 02601
sewage system Re: Variance requests for G. Elovitz
designs West Barnstable
Dear Board Members:
inspections
Mr. Elovitz is the owner of Lot 14 on Buttonwood Lane
in West Barnstable. The subdivision was approved on
permits October 23, 1969. We are requesting, on behalf of our
client, two variances from a Town of Barnstable
regulation which was adopted April 1987. This regula-
tion states that the location of private wells and
private septics shall not be located within 150 ' of
each other. We are requesting a variance of 39 ' from
the proposed leaching facility to the existing,
abutting well, and a variance of 49 ' from the proposed
reserve to the existing, abutting well. There is no
need for a Title V variance, since the minimum
separation of 100 : is being maintained.
The groundwater flow in the area concerned is approxi-
mately northerly, so it is unlikely that the abutting
well to the south will be affected. The 100 ' Title V
separation should be .adequate in this case. There is
approximately 225 ' to the abutting well to the north,
which is 75 ' over the required 150 ' separation.
The septic system has been designed to conform to the
new amendments to Title V as adopted by the Board of
Health on June 11, 1991. In my opinion the same degree
of environmental and health protection exists if the
variances were not necessary due to the specific site
characteristics outlined above.
Thank ou for
y your consideration.
Sincerely, yT,fir4,k11 07 9�i1$Z, 4 mha�xtj
�O lr Q Z 2kr �2r i o cQ �S j/ VCS e�Q
Arne H. Ojala, P.E. , P.L.S.
Down Cape Engineering, Inc.
Dr. Gerald P. Elovitz, P.C.
8 Park Street
Hyannis, MA 02601
May 15, 1993
Dear Abutter:
Acting under Town of Barnstable Regulations (effective November 1, 1983 and revised
June 3, 1986),Gerald Elovitz has applied to the Barnstable Board of Health for a renewal
of a variance permit for a subsurface septic system at Lot 14, Buttonwood Lane,West
Barnstable (Assessors Map 217—Parcel 45). These plans for this system remain
unchanged from those originally approved on August 13, 1991 by the Board of Health.
The proposals are in accordance with Plans filed with the Barnstable Board of Health and
the Barnstable Conservation Commission.
The hearing on the above matter will be held on Thursday, May 27, 1993 in the hearing
room at the Barnstable Town Hall, 367 Main Street, Hyannis at 7:00 or as soon as
possible thereafter. Plans are available at the Health Department for your review.
Notice as per Susan G. Rask, Chairwoman of the Barnstable Borad of Health, in and for
the Town of Barnstable.
Sincerely yours,
Gerald P. Elovitz
77S
4 �kr
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cope engineering
civil engineers& land surveyors
structural design July 25, 1991
Arne H.Ojala P.E.,P.L.S.
land court Town of Barnstable Richard R.Fairbank P.E.
surveys Board of Health John McElwee,P.L.S.
367 Main Street
site planning Hyannis, MA 02601
sewage system Re.: Variance requests for G. Elovitz
designs West Barnstable
Dear Board Members:
inspections
Mr. Elovitz is the owner of Lot 14 on Buttonwood Lane
in West Barnstable. The subdivision was approved on
permits October 23, 1969. We are requesting, on behalf of our
client, two, variances from a Town of Barnstable
regulation which was adopted April 1987. This regula-
tion states that the location of private wells and
private septics shall not be located within 150 ' of
each other. We are requesting a variance of 39 ' from
the proposed leaching facility to the existing,
abutting well, and a variance of 49 ' from the proposed
reserve to the existing, abutting well. There is no
need for a Title V variance, since the minimum
separation of 100 ' is being maintained.
The groundwater flow in the area concerned is approxi-
mately northerly, so it is unlikely that the abutting
well to the south will be affected. The 100 ' Title V
separation should be adequate in this case. There is
approximately 225 ' to the abutting well to the north,
which is 751. over the required 150 ' separation.
The septic system has been designed to conform to the
new amendments to Title V as adopted by the Board of
Health on June 11, 1991. In my opinion the same degree
of environmental and health protection exists if the
variances were not necessary due to the specific site
characteristics outlined above.
Thank you for your. consideration.
Sincerely,
Arne H. Ojala, P.E. , P.L.S.
. Down Cape Engineering, Inc.
95_ 1�..5
TOWN OF BARNSTABLE
CFTHEM
OFFICE OF
DA"STAn i BOARD OF HEALTH
°o t639• 367 MAIN STREET
ON HYANNIS, MASS.02601
November 18, 1994
Gerald Elovltz
8 Park Street
Hyannis, MA 02601
Dear Mr. Elovitz:
You are granted an extension to the variances granted to you on or about June 1, 1993 to
construct an onsite sewage disposal system and an onsite private well at Lot 14
Buttonwood Lane, West Barnstable, with the following conditions:
(1) A MA licensed well driller shall submit a completed application to construct an
onsite well and meet all the provisions of the Private Well Protection Regulation
adopted June 1989 by the Board of Health.
(2) After receipt of the well water test results, a completed application to construct an
onsite sewage disposal system shall be submitted.
(3) The septic system shall be constructed in strict accordance to the submitted revised
plans dated September 25, 1991.
(4) The designing engineer shall supervise the installation of the onsite sewage
disposal system and certify in writing to the Board that the system was installed in
strict accordance to the submitted revised plan.
This variance expires October 3, 1997.
This variance is granted because the onsite sewage disposal system will be constructed in
compliance with Title V, the State Environmental Code and all other Barnstable Board of
Health Regulations. Also, the groundwater flows in the northerly direction, according to
Arne O'Jala, the designing engineer.
Therefore, the wastewater effluent will not flow toward the neighbor's well, it will flow in
the opposite direction.
Very truly yours,
seph C. Snow, M.D.
Acting Chairman
Board of Health
Town of Barnstable
JCS/bcs
TOWN OF BARNSTABLE
Cf TH E T�
OFFICE OF
DAa]f9TdBL : BOARD OF HEALTH
VASIL A
0o i639• �,� 367 MAIN STREET
�o MAY HYANNIS, MASS.02601
June 1, 1993
Gerald Elovitz
8 Park Street
Hyannis, MA 02601
Dear Mr. Elovitz:
You are granted variances to construct an onsite sewage disposal
system and an onsite private well at Lot 14 Buttonwood Lane, West
Barnstable, with the following conditions:
( 1) A MA licensed well driller shall submit a completed
application to construct an onsite well and meet all the
provisions of the Private Well Protection Regulation adopted
June 1989 by the Board of Health.
(2) After receipt of the well water test results, a completed
application to construct an onsite sewage disposal system
shall be submitted.
(3) The septic system shall be constructed in strict accordance
to the submitted revised plans dated September 25, 1991.
(4 ) The designing engineer shall supervise the installation of
the onsite sewage disposal system and certify in writing to
the Board that the system was installed in strict accordance
to the submitted revised plan.
This variance expires June 1, 1994.
This variance is granted because the onsite sewage disposal
system will be constructed in compliance with Title V, the State
Environmental Code and all other Barnstable Board of Health
Regulations. Also, the groundwater flows in the northerly
direction, according to Arne O'Jala, the designing engineer.
Therefore, the wastewater effluent will not flow toward the,
neighbor's well, it will flow in the opposite direction.
Very truly yours,
'susan G. dsk, R*S*
Chairman
Board of Health
Town of Barnstable
SGR/bcs
0*TM[Tp`
The Town of Barnstable
Health Department
367 Main Street, Hyannis, MA 02601
�0■AY h'
Office 51013-790-6265 Thomas A. McKean
FAX 508-775-3344 Director of Public Health
August 22, 1991
Mr. Arne Ojala
Down Cape Engineering
939 Main Street
Yarmouthport, MA 02675
Dear Mr. Ojala:
You are granted variances on behalf of your client, Gerald
Elovitz, to construct an onsite sewage disposal system and
an onsite private well at Lot 14 Buttonwood Lane, West
Barnstable, with the following conditions:
( 1) A MA licensed well driller shall submit a completed
application to construct an onsite well and meet all.
the provisions of the Private Well Protection
Regulation adopted June 1989 by the Board of Health.
(2) After receipt of the well water test results, a
completed application to construct an onsite sewage
disposal system shall be submitted.
( 3) The septic system shall be constructed in strict
accordance to the submitted revised plans dated August
14, 1991 .
(4 ) The designing engineer shall supervise the installation
of the onsite sewage disposal system and certify in
writing to the Board that the system was installed in
strict accordance- to the submitted revised plan.
This variance expires September 1, 1992:
This variance is granted because the onsite sewage disposal
system will be constructed in compliance with Title V, the
State Environmental Code and all other Barnstable Board of
Health Regulations.
Sincerely yours,
C-
���l.JLl I Q_L7:L) Ira
Ann Ja e Eshbaugh,
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE
cc: Gerald Elovitz
_ For office use only
TOWN OF BARNSTABLE Received by
OF Y H E
e�� v OFFICE OF
Q � Date
i sisaerasi,
BOARD OF HEALTH
rise. -
'�� i639. `��� 367 MAIN STREET _ p
a HpY k' HYANNIS,MASS.02601 0
VARIANCE REQUEST FO
All variance requests must be submitted fifteen (15) days prior
to the scheduled Board of Health Meeting.
NAME OF APPLICANT
Gerald Elovitz TEL.# 790-0126
ADDRESS OF APPLICANT' 8 Park St., Hyannis, MA 02601
NAME OF OWNER OF PROPERTY as above
SUBDIVISION NAME WATERGATE WEST DATE APPROVED Oct. ,19
Oct: 23, 1969
ASSESSORS MAP & PARCEL NUMBER Map 217/45 LOT. SIZE 74,302 s.f.
LOCATION OF .REQUEST Lot 14, Buttonwood Lane, (West) Barnstable .
VARIANCE FROM REGULATION (List Regulation) Regulation adopted 4/87: Legch
facility to be located 11`1' from existing well (39' variance requested):
Reserve leach facility to be located 101' to existing well (49' variance requested).
REASON FOR VARIANCE (May attach letter if more space is needed)
see attached letter
PLAN _ VW COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING
VARIANCE REQUEST.
VARIANCE APPROVED
NOT APPROVED
REASON FOR DISAPROVAL
o .
Ann ....Jane Eshbaugh, Chairman
Susan G. Rask
Joseph C. Snow, M.D.
BOARD OF HEALTH
LE
TOWN OF BARNSTAB
Dr. Gerald P. Elovitz P.C.
8 Park Street
Hyannis, MA 02601
(508)775-0777
Fax(508)775-0719
Mr. Brian Grady
Chairman of the Board of Health
Town of Barnstable, Office of the Board of Health
367 Main Street
Hyannis,MA 02601
October 29, 1994
Re: Request for extension/renewal of a
Variance permit for a subsurface septic system.
Arne H. Ojala,P.E.,Down Cape Engineering,designer
Lot 14, Buttonwood Lane,West Barnstable
Aeessors Map 217—Parcel 45
Dear Mr. Grady:
At the suggestion of Mr. Thomas McKean I am writing to request an extension of a
variance for the above described Title V septic system which was originally approved by
the Board of Health on August 13, 1991 following a public hearing of September 24,
1991. Abutters to Lot 14 were present at this meeting, and offered no negative comment
to the presented plans.
Acting under Town of Barnstable Regulations (effective November 1, 1983 and
revised June 3, 1986),I applied to the Barnstable Board of Health for a renewal of this
variance permit . The plans for the system were unchanged from those originally
approved on August 13, 1991 by the Board of Health. After appropriate formal and
informal notification of abutters the Board of Health held a hearing on May 27, 1993
regarding renewal of the variance permit. Again no negative comment was presented by
any abbutter, and the Board reviewed the original septic plans and found them consistent
with current standards and expectations. A renewal dated June 1, 1993 (copy attached)
was granted for one year.
I have obtained an extension of my Order of Conditions per the Barnstable
Conservation Commission (copy attached) which is good until October 3, 1997. The
plans for the septic system remain unchanged and are still consistent with current
standards . I plan to comply exactly with the conditions per the June 1, 1993 variance
Mr.Brian Grady,Page 2.
granted by Susan Rask for the Board of Health. The only issue is one of time and
expense regarding well drilling which,I am told, should be done relatively soon to
planned time of contruction; I hope to be ready to build in about two years.
Could the Board grant an extension of my existing variance based on the information
on file at the Board and in this letter? And,could the extension be for a period of time
consistent with the Conservation Commission's Order of Conditions due to expire in
October of 1997? Please let me know if there is any additional information that would
be helpful, and what steps the Board would ask be to take next. Thank you for your
attention to, and patience with,this matter.
Sincere y yours,
�qAp. v itz
encl.
ENVIROTECH. LABORATORIES, INC.
MA Cert. No.: M-MA 063
449 Rte. 130 . Sandwich, MA 02563
(508)888-6460 • 1-800-339-6460
FAX(508)888-6446
CLIENT: Jerry Elovitz LOCATION: Lot 14 Buttonwood Ln.
8 Park St. W. Barnstable, MA
Hyannis, MA 02601
SAMPLE DATE: 3-15-95
COLLECTED BY: Desmond Well Drilling DATE RECEIVED: 3-15-95
TIME: 2:30PM LAB I.D. NO.: E3-202
JOB TYPE: New well SAMPLE I.D.NO. E3-202
WELL SPECS. : 711/3'
RESULTS OF ANALYSIS:
Parameters Units Recommended Limit Result
Coliform bacteria/100ml (MF Method) 0 0
PH pH units 6.0-8.5 5.68
Conductance umhos/cm 500 196
Sodium mg/L 28.0
14.4
Nitrate-N mg/L 10.0 0.55
Iron mg/L 0.3
LT 0.05
Manganese mg/L 0.05 0.009
Volatile Organics See enclosed report.
EPA 601/602 ug/L N.D.
COMMENTS: Low pH indicates high corrosive characteristics.
* N.D. = none detected
Yes No WATER IS SUITABLE FOR DRINKING POSES FO ARAMETERS TESTED.
s XXX
W"', Date 3 Z3
ona d J. STector
i
Laboratory
IT = Less Than
3-23-9E• 11:44 AI ;,3F.OUNDWATEF. ANAL`1TICAL �ENVIROTECH bob' raa ai Y
t
f
GROUNDWATER
ANALYTICAL EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Field ID: E3202 10186-01
Lab ID. ,
Project: Elovtz/14 Buttonwood Batch ID: VGZ-0574-W
Client: Envirotech Sampled: 03-16-95 N
Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 03-16-95
Matrix• Aqueous Analyzed: 03-17-95
• 4r x,�4t
y. 4:
CONCENTRATION REPORTING LIMIT ` ;
PARAMETER
(ug/L) (ug/L)
Dichlorodifluoromethane BRL 5
Chloromethane BRL
BRL 5
Vinyl Chloride
Bromomethane BRL 5 r
Chl oroethane BRL 5
Trichlorofluoromethane
BRL 1
1,1-Dichloroethene BRL 1
Methylene Chloride BRL 1
trans-1,2-Dichloroethene BRL 1 '
1,1-Dichloroethane BRL 1
cis-1,2-Dichloroethene * BRL 1 `
Chloroform BRL 1
1,1,1-Trichloroethane BRL 1
Carbon Tetrachloride BRL
Benzene BRL 1
1,2-Dichloroethane BRL 1 `
i Trichloroethene BRL 1t
1 2-Dichloropropane BRL
Bromodichloromethane BRL
2-Chloroethyl Vinyl Ether BRL 5
cis-1,3-Dichloropropene BRL 1
Toluene BRL
trans-1 ,3-Dichloropropene BRL 1 4 '
1,1,2-Trichloroethane BRL 1
Tetrachloroethene BRL
Dibromochloromethane BRL
Chlorobenzene BRL 1
Ethylbenzene BRL 1
meta-and para-Xylene * BRL 1
ortho-Xylene * BRL 1
Bromoform 1
BRL
1,1,2,2-Tetrachloroethene BRL 1
1,3-Dichlorobenzene BRL 1
1,4-Dichlorobenzene BRL 1
1,2-Dichlorobenzene BRL
QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS
a,a,a-Trifluorotoluene 30 29 97 % 87 - 113 %
1,2-Dichloroethane-d4 30 32 108 % 83 - 117 %
BRL Below Reporting Limit. * Non-target compound. Method References: Method 601 Purgeable
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986).
CF?H E tOy,
i IAHISTAM • • • •
�Op tb
0 YAY
387 MAIN STREET
HYANNIS, MASSACHUSETTS 02601
Dear Applicant/Representative:
Please find enclosed your requested extension permit. To be
valid, the extension permit must be recorded at the Registry
of Deeds. Please return to us the "proof of recording"
section at the bottom of page 2, which will be date stamped
by the Registry. ru
Please call us at 508-790-6245 with any questions.
Sincerely,
Robert W. datewood
Conservation Administrator
r
310 CMR 10.99
Form t OEP Re No. SE 3-2M I
¢fo`` (ro be provided by DEP)
� { SAM$ City Town
West Barnstable
— l Commonwealth
of Massachusetts 'ob 639 `� Aooacant Elovitz
Extension Permit
Massachusetts Wetlands. Protection Act
G.L. c. 131, §40
TOWN OF BARNSTABLE ORDI MCES,.ABTICLE XXVII Issuing Authority
From: B jqaj 8 park St.
Gerald Elovitz Hyannis, MA 02601
To:
(Name) (Address)
The Order of Conditions(or Extension Permit)issued on October•3 199 (date)
Gerald Elovitz (name)for work at Buttonwood Lane,
to from the
West Barnstable (address)is hereby extended for a period of three year(s)
date it expires.
This Extension Permit will expire on
October 3 1997 (date)
This document shall be recorded in accordance with General Condition 8 of the Order of Conditions.
..................................... ..................Leave Soace 81anK1
7.1 \
Effective 11/10/89
• 7
Issued by Barnstable Conservation Commission
Signature(s) UJL2 frd2
When issued by the Conservation Commission this Extension Permit must be signed by a majority of its
members.
On this 30th day of September 1994 before me
personally appeared Eric Strauss , to me known to be the
person described in and who executed the foregoing instrument and acknowledged that he/she executed
/thes
Wher free act and deed. November 6, 1998
My commission expires
Detach on dotted line and submit to the Rarnatalhip Conservatil on CrAgnimi se;onprior to commencement of work.
..................................................................................................................................................................................
To Barnet—`-,^ ^^^ce^"*'on rommiission Issuing Authority
Please be advised that the Extension Permit to the Order of Conditions for the project at
Buttonwood Lane, W. Barnstable
File Number SE 3-2283 has been recorded at the Registry of Deeds in Barnstable and
has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original order of conditions on
. 19 If recorded land,the instrument number which identifies this transaction is
If registered land,the document number which identifies this transaction is
Applicant
Signature
7-2
s
TOWN OF BARNSTABLE
�pF THE r�
w
.. �.. OFFICE OF
= BAHa9TAM s BOARD OF HEALTH
NAB& 0
i639' `em 367 MAIN STREET
D MPY A,.
HYANNIS, MASS.02601
June 1, 1993
Gerald Elovitz
8 Park Street
Hyannis, MA 02601
Dear Mr. Elovitz:
You are granted variances to construct an onsite sewage disposal
system and an onsite private well at Lot 14 Buttonwood Lane, West
Barnstable, with the following conditions:
( 1) A MA licensed well driller shall submit a completed
application to construct an onsite well and meet all the
provisions of the Private Well Protection Regulation adopted
June 1989 by the Board of Health.
(2) After receipt of the well water test results, a completed
application to construct an onsite sewage disposal system
shall be submitted.
(3) The septic system shall be constructed in strict accordance
to the submitted revised plans dated September 25, 1991.
(4 ) The designing engineer shall supervise the installation of
the onsite sewage disposal system and certify in writing to
the Board that the system was installed in strict accordance
to the submitted revised plan.
This variance expires June 1, 1994 .
This variance is granted because the onsite sewage disposal
system will be constructed in compliance with Title V, the State
Environmental Code and all other Barnstable Board of Health
Regulations. Also, the groundwater flows in the northerly
direction, according to Arne O'Jala, the designing engineer.
TV
Therefore, the wastewater effluent will not flow toward the
neighbor's well, it will flow in the opposite direction.
Very truly yours,
Chairman
Board of Health
Town of Barnstable
SGR/bcs
August 22, 1991
Mr. Arne Ojala
Down Cape Engineering
939 Main Street
Yarmouthport, MA 02675
Dear Mr. Ojala:
You are granted variances on behalf of your client, Gerald
Elovitz, to construct an onsite sewage disposal system and
an onsite private well at Lot 14 Buttonwood Lane, West
Barnstable, with the following conditions:
( 1) A MA licensed well driller shall submit a completed
application to construct an onsite well and meet all
the provisions of Private Well Protection
Regulation adopted J ne--17989 by the Board of Health.
(2) After receipt of the well water test results, a
completed application to construct an onsite sewage
disposal system shall be submitted.
(3) The septic system shall be constructed in strict
accordance to the submitted revised plans dated August
14, 1991.
(4) The designing engineer shall supervise the installation
of the onsite sewage disposal system and certify in
writing to the Board that the system was installed in
strict accordance to the submitted revised plan.
This variance expires September 1, 1992.
This variance is granted because the onsite sewage disposal
system will be constructed in compliance with Title V, the
State Environmental Code and all other Barnstable Board of
Health Regulations. I
Sincerely yours,
Ann Jane Eshbaugh,
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE
cc: Gerald Elovitz
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tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down Cape engineering
civil engineers& land surveyors
structural design
Ame H.Ojala P.E.,P.L.S.
land court Richard R.Fairbank P.E.
surveys August 14 1991
g ► John McElwee,P.L.S.
site planning
Board of Health
Town of Barnstable _
sewage system 367 Main Street
designs Hyannis, MA 02601
inspections Re: Elovitz, Buttonwood Ln. , W. Barnstable
permits Dear Board Members:
Enclosed are revised plans, dated 8/14/91, showing the
requested information from the Board of Health hearing
of 8/15/91. We are now showing 5 separate lines from
the ..d-'box to the 5 flow diffusors, as well as 6" of
procbssed stone under the d-box. If you have any
questions, please do not hesitate to call.
Yours truly,
Sarah B. Rooney
Environmental Assistant
Down Cape Engineering, Inc.
cc: Gerald Elovitz
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 dOWO Cope en fiaeefing
civil engineers& land surveyors
structural design
Ame H.Ojala P.E.,P.L.S.
land court Richard R.Fairbank P.E.
surveys August 14, 1991 .John McElwee,P.L.S.
site planning
Board of Health
Town of Barnstable
sewage system 367 Main Street
designs Hyannis, MA 02601
inspections Re: Elovitz, Buttonwood Ln. , W. Barnstable
permits Dear Board Members:
Enclosed are revised plans, dated 8/14/91, showing the
requested information from the Board of Health hearing
of 8/lS/91. We are now showing 5 separate lines from
the d-box to the 5 flow diffusors, as well as 6" of
processed stone under the d-box. If .you have any
questions, please do not hesitate to call.
Yours truly,
(E5.
``-�-
Sarah B. Rooney
Environmental Assistant
Down Cape Engineering, Inc.
cc: Gerald Elovitz
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