HomeMy WebLinkAbout0234 STRAIGHTWAY - Health 234„STRATGRTWAY ROAD, HYANNIS
�A'A8-098
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TOWN OF BARNSTABLE
LOCATION aL 3 S Yr 4-i,?4 TwAil SEWAGE# C��`
VILLAGES.ter/1 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. A-lGr A, Z-th row J�o?'SO obr-
SEPTIC TANK CAPACITY 00
LEACHING FACILITY: (type) ` l`0-f c a-,f 1 (size) .S'J q t-F Jj G,
NO. OF BEDROOMS y / T
OWNER &e 0 r G
PERMIT DATE: !O / 'y COMPLIANCE DATE: Y17
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist w' in
300 feet of leaching facility) Feet
FURNISHED BY
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No. Z `r '" } Fee /v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliration for Misposaf 6pstem (Construction Pffmit
Application for a Permit to Construct( ) Repair K Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3 Ltlr�r����,,,� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel &AUIV06-e-,,�Ze
Installer's Name,Address,and Tel.No. / Designer's Name,Address,and Tel.No.
Type of Building: m16,'
Dwelling No.of Bedrooms [J Lot Size D 0 sq.ft. Garbage Grinder( )
Other Type of Building 4zj, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) [(c/p gpd Design flow provided gpd
Plan Date 0c / }, -Oe </ Number of sheets L Revision Date
Title
Size of Septic Tank i 0'o O Type of S.A.S. y i`D�.j d -��� '701-110,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)_ /N/p`/f.// /}- N w F r-D y 4,0—
t--t p-4 c( o
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board Health.
gned Date /
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. .. A � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN dF BARNSTABLE, MASSACHUSETTS Yes -
ftpliration fot BispoSal *pstPm Construction permit
4
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ,2 j q fy- /� Owner's Name,Address,and Tel.No.
wAssessor's Map/Parcel; 8 r/1(1 G L o, C
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. I
4
`V T pe of.Building:
Dwelling No.of Bedrooms t� Lot Size l 0 7 q.ft. Garbage Grinder( )
Other Type of Building �J. No.of Persons Showers( ) Cafeteria( )
,Other Fixiures
Design Flow(min.required) y 4/0 gpd Design flow provided SO gpd
Plan Date 0C / 3, 1 Of N Number of sheets L Revision Date
Title
i
Size of Septic Tank / J`0 O Type of S.A.S. '/
Description of Soil
I
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Nature of Repairs or Alterations(Answer when applicable) 9'0 y Y,
tC 0
Date last inspected:
' Agreement:
f The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board ealth. .
gned Date /b/ / c/
Application Approved by Date 16
Application Disapproved by Date
—' for the following reasons
Permit No. �'/ Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( )
Abandoned( )by y
at S
`� PlA y y y /,/�� r,i has been constructed in accordance
with the provisions of Title 5 and the or Disposal System Construction Permit Nd�st 'Z/3 dated / J�
Installer/¢i h v� �. �J0/4 tT. + Designer /t�l 1y-e% f o• J a .�-!.
1
#bedrooms ( Approved design flow 1-/y 0 gpd
The issuanc of this permit shall not be construed as a guarantee that the system will nc'on as desig
Date��/ Inspector �✓ ,
------------------------------------------------------------------------------------ -------—-----------------------------------------
No. � � "' al (P_ Fee
THE COMMONWEALTH OF MASSACHUSETTS
f " PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pStem Construction 31Prmit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at ////dl / 2 3 `/ J p.-A 1.7 /1
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction ust be c mpleted within three years of the date of this permi.
Date ���c�d�/y Approved by
- i
A?R/08/2010-AEI: :0:25 Ali FAX No. P. 001
Towns of Barnstable
Regulatory Services
Richard V.ScA Interim Director
Public Health Division
Thomas Mclean,Director
200 Main Street,Byanals,NIA 02601
Office: 509-862-46" Fax: 508-790-6304
Installer&Desiene�`r/�CertWiication Form +
Date: ®/ Sewage Permit# �Q17 3%Assessor's MapTarcel 2107 O V
Designer: S K1S t --
[: Installer: m �/
Address: Re,< 51-�-( Address:
On -'{.' , a? fra issued a permit to install a
(date) 4"(dinstaVIler4)
septic system at L-} l 1f '� based on a design drawn by
(address)
dated Z.s-
(designer)
�. k4
X I c that the septic stem referenced above was installed substantial) accordin to
certify eP y Y g
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank Strip out (if required) was inspected and the soils
were found satisfactory.
i
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
_ I certify that the system referenced above was constructed in compliance with the terms
of the PA approval letters(if applicable)
(Install store ►
it4�1
(Designer's R�i IV
Signature) �h►»R� �` 1.(� .�l S
PLEASE RETU TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTM BOTH TMS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASTtielbesipiw CactiSeation Form]Rev 8-14-13.doe
DEEP OBSERVATION HOLE LOG Hole# I
Depth,from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.), (USDA) (Munsell) Mottling _ (Structure,Stones,Boulders.
Consistenc %Gravel
33''-Iqy'
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon. - Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gra el
3I nl
3,,_ lyy„
DEEP OBSERVATION HOLE LOG Hole# _
Depth from" Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, o Gravel)
a ,
t
-2 y'-12��. She,;
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sop Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, Gravel)
qMy S I d ►�31�
Flood Insurance Rate:Man•
2 7/
DEEP OBSERVATION HOLE LOG_ Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones.Boulders.
CQnsisteam Grayen
n.s,� 2 • 3
Flood Insurance Rate May:
Abo%e 500 year flood boundary No! Yes
--Z—
Within 500 year boundary No--\.—/ Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us material exist.in all areas observed throughout the
area proposed for the soil absorption system? e
If not,what is the depth of naturally occurring pervious material?
Certification l p Raj
I certify that on I (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required ' m ,expertise and experience described in 110 CUR 15.017.
j�
Signature Date g j
Q:,SEFnCVERCFORM.DOC
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To" table. PO
Department of Retigatory Services d
• _ Public IHeal�h Division Date
t=
2110 Main Strect; yannis MA 02601
AM
Date Scheduled / f •{ "� Tmie Fee Pd,
Soil Suitability Assessment,for Se e is o � 4
Performed By:�„°1 i`—r�'�L ttP 1 P�VI Witnessed By.
LOCATION&GENERkL mi oRmA - ON I.ocation Address sT)Uh CItT W Ownees Name.&Edy— Pfd
"'j) I Address j)MC fC7 YIA-
Assessor'sMap/P4rcak �V���� EnginecesNamc 6vps (rt
NEW CONSIRUUftON t-�REPAIR _ Telephone#
Land Use r ( 9 , � Slopes(46) .� �� Surface Stones NO
Distances from: Clpea Wa[er Body Q ft Possible Wet Area : l V o ft Drinking Water Well?/ S -ft
Drainage Way > ft Property Line �� � ft Other ft
SKETCH:(street name,dimensiods'of lot.exact locations of test holes&pert tests,locate wetlands in proxitnity to holes)
19���,
S w 5
y"
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^`J 7YI.
Mz
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c ° t,�i,�.: �y t j /V!2 S l7 Depth to Bedrock
Parent material(geologic) _• 1
oWpaies m fiole /J-(• ' Weeping from Pit Face
Depth to Groundwaler Sta gy
Estimated seasonal Ogle Groundwater
DI' CM 'IN TION OR SE�lSO�AL HIGH SAT+ 'FABLE
Method Used: wA A4I KSI b rJAlq
E -
1 -
F 1
t-� ��v—iv� • Depth tO s --•----^
Parent matuial(gcglogic) < L I .
> Plt !"
Depth to Groundwakdr_ Standing Water in Aole:' [ j Wing from Face ---�--��
Estimated Seasonal l"gh Groundwater 1L-
D) x`ERNIIN�.lTION�OR SEASONAL HIGH WATER TOLE
Method Used: C f Cy �I.S 1 1 y Depth t9 Sall tttottl�• In.
Depth (14erved standing an obs_hole: in. Dep
i in. G oundwataAdJusttnent 3>
Depth toiweeping from side of obs.hole: tV , {adfoe...._ AdJ.Owandwater•Level�•m
Index Well# _ Reading Date: Index Well tevzl - Adj.
AA i vq—
PERCOLATII N TEST Date____..._. ' .--
Observation ( 3 15itte at 9" Al
Hole#
&0 Time at
Depth of Pert
S j I .t 6^ •-- --
Start Pre-soak Titne.C1
2- /p 2-3
End Pre-soak
�O
Rate MinJ1nch
Site Failed; Additional Testing Nceded(Y/N) —
Site Suitability AssOsmeoG Site Passed ;
Original- Obsetvatiot
.Public 1-e$1th Division
1 Ho1e Data TO Be Gotnpleted on Back
***If perco lafi i6n test is to be conducted within 100'of wetland,;Yon must first notify the
Barnstable C44SMvation DxszsZon at Least one(1)we1c� prior to begcmmnb
Town bf Barnstable
�t Regulatory Services
Richard V.Scali,Iu�eerim Director
1 i Public Health Division
i'6"3 �
c�s Thomas McKean,Director
200 Main Street,Hyannis,MA 026011
Office: 508-8624644 Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: �4WAIIS
Property Owners Name: 6C)eL
In accordance with Massachusetts DEP alternative system approval letters, the following certification
information is required by the Owner of record. The Owner of record must place an "x" in the
applicable box next to each line certifying the information.
Y�ess NSA
L✓� ❑ I have been provided a copy of the Titie 5 I/A technology Approval letters.
��(15 page Standard Conditions letter and the specific technology letter)
❑ L8 II have been provided with the Owner's Manual
❑ I ve been provided with the Operation and Maintenance Manual
i
❑ For Systems installed under a Remedial Use Approval,I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
d the Approval
❑ 9 For Systems installed Guider a Remedial Use Approval,I agree to fulfill my responsibilities to
provide written notification of the Approval to any new Owner, as required by
310 CMR 15.287(5)
- is understood
-❑ If the desigrrdoes not provide for.the:use of garbage grinders,the restriction
and accepted
J' LJ Whether or not covered by a warranty,I understand the requirement to repair, replace,modify
or take any other action as required by the Department or the LAA,if the Department or the
LAA determines the System to be failing to protect public.health and safety and the
environment,as defined in 310 CMR 15.303
I �jl} agree to comply with all term and conditions above.
=Propwners printed e
_ `• Date , �/
mp=ustbe
Note: This ted alo with the se tics stem dis osal works ermit
application for all AA systems including new construction, reuairslu ades with and
without aggregate (stoney and with conventional design criteria or credited design
criteria.
QASeptic\1A homeowner certihcation.doc
From:darren Meyer<meyerandsonsinc@gmail.com>„
Date:July 25,2014 at 11:52:45 AM EDT
c
TO:tweety.159@gmail.com
Subject:Owner signature Form-234 Straightway
Hi George Jordan,
I have sent along a PDF of a Town of Barnstable form that you as the owner need to sign. This for
basically says that you recognize and understand we are using plastic units for the leaching field.It is a
requirement that Barnstable has.
Please sign this form and get it back to m ,so that I can pass it along to Arthur.
Thanks p ,
ad/
+AIiT►�IfSS�� �`�
Darren eyer
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Town of B• b nstable. P#
. � Department of Regtilatory,Services
�,►tw tA
Public Health DivisionDate l"
200 Main Street, yannis MA 02601
• �lfD µl'i,F •1 al' fi
Date Scheduled
�i f _ 8 'Time Fee Pd. .
B
$oil Stuitability Assessrrier�t fog- ►fie e is os� � a
Performed By:D"::!!� X t���%'vv ' Witnessed By:
i
LOCATION & GE_ NERAL INI,'ORmATION
Location Address 2?j� s }h-tz �/ Owners Name'-�C$>< 1Lp<J"'
Address • 0??Cb(L �' n/Jf
Assessor'sMap/P4rceh '4,8 Engineer's Name .Me•ya-r
NEW CONSi`RUtt;ION REPAIR Telephone# 36-1—a9 d
i
Land Use ( 1D�'�� Slopes(94�1, '0) ! .� Surface Stones Nd�9-
Distances from: Open Water Body.�BB®� ft Possible Wee Area L L yy ft Drinking Water Well / S ft
Drainage Way �� ft Property Line ! ft Other ft
SRETCII:($treet name,dimcnsiods of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
cil S (`T e
1 Y•' "
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Parent material(geologic) (A' !��� U VvC�S Depth to Bedrock f
P (g g
A° I FACe ��
Depth to Groundwakdr. Standing Water in Holel:' Weeping from Ptti
Estimated Seasonal Nigh Groundwater
Dt MEMMINATION]FOR SEASONAL HIGH WATER TALE
�iMMIISSI6 /t / I '° '
Method Used: C' IL % In. Depth td Sall m9ttles: ln.
Depth ab�served standing in obs.hole: 3 3 it.
Depth to weeping from side of obs.hole: /1� A ! in, Ortlundwater Adjustment
! _ A .faetor. _ Adj.Oroundwater Level,.,,e,
Index Well# Reading Date: Index Well level -- Adj. 3_
FERCOL,ATION TEST ' Drite_�_____, xl►ne
Observation ' ( 3 I Time at 9" A)
Hole#
t, 0 .t
j (p Time at 6" ...-�------
Depth of Pere
/Y . . Time(9"-6")
Start Pre-soak Time.@
2— 1OZS
End Pre-soak
I� I
L�✓C� f .
Rate MinAnch
Additional Testing Needed(YIN)
Site Suitability Assessment: Site Passed
Site Failed;
Original:.Public k e$1th Division Observation Hole Data To B e Completed on Back—
6
i ou must first notify the
***If percolafiibn test is to be conducted within 100' of wetland,y
Barnstable 6� servation Mision at least one(1) week pl'ioi to beginning.
DEEP OBSERVATION HOLE LOG Hole# I
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
ConsistencL To Gravel
bt'-l 21 (OF{V,
33 t'
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel)
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
lv 93ly tj
l0-
''-3��
DEEP OBSERVATION HOLE LOG Hole# t
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, ra l:
Mzv ,SA49 2 3
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes V
Within 500 year boundary No Yes.
Within 100 year flood boundary No v Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us material exist,in all areas observed throughout the
area proposed for the soil absorption system? e— _
If not,what is the depth of naturally occurring pervious material?
Certification D
I certify that on l a� (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required in ,expertise and experience described in 3,10 CMR 15.017.-y
Signature JM �/ Date O ��
Q:\SEPTI(-VERCFORM.DOC
A'S t ?x; t r r. .f
v, Fr 9''a Fs'` >• µ 'W 44
tr' '•: 3cP �..t;LF2 ..
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TOWN OF BARNSTABLW
' ,. T- .Ord� nance,;�or�I Regulation _ ' '
NOTICE
L P?7
WARNINGS.
Name of Offender/Mana'ger
dob
21,
Address Of'.'
Off - -- Reg.#
. � �"` _ � '�3'I� ' �j mil- � ,�; MV/MB� R' ,
Vil7.age/State/.Zip: ,r .V •.` _ {
Business. Name - ,' aim/pm;>on Ap 0/6
Business 'Address
SiY e
411
_, _ � a $ } � �;'; s z~'�11•�� � test yeY i>4 + - - .. -._ ,-. ..__.-
• tur gna ;e of Enfor cing Offc r
Village'/.State/Zip -
-a a �1 •, St) it s�i
:. Location :of Offense C.A A
'Enforcing Dept/Division
Offense A-w-- 'ST',, ` �;,;.'
Facts ?:' ": ' i3 c � � A ;P: � ,
a� rg ^•, � C>4 't,.' r7 °' tY: Q;, o!£ �Ni 41J i 'R S ;` tr R 10'"Ap!d. r• , i RI_ �°�, 0;�.Y3. ..
This wil`1 serve -only'`as a•_.warning �:At rt�his .t�: - ,no 1.ega1"act' on has been taken.
r s, r _
It `is t'he `goal :of. Town' agencies to achieve: voluntary compliance. .of Town
:Ord nances .-Rules`' and' Regulat%ons_ Education efforts and wazning notices are
attempts to gain voluntary compliances, ,Subseque_nt violations will result in
appropr 'ate legal action by they Town
u
�WHITEiOFFENDER `dCANARY ,ORD/REG PROGr PINk4` NFORCINGOFFICER� GOLDp ENFORCINGDEPT J
Po-s •• p -0,ea �x .� .. -� — _._, ..f__,. *�:sit= .,. �. � � -,s':�'s
Certified Mail#7008 3230 0002 5178 0431
Town of Barnstable
Gf THE Tp�
Regulatory Services
1ARNUMBM Thomas F. Geiler, Director
Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304t� a
August 3, 2012
George Jordan
159 Ruthven Street
Dorchester, MA 02121
NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY
CODE II — MINIMUM STANDARS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE CODE CHAPTER 170 .
The property owned by you located at 234 Straightway Hyannis, MA was inspected on
July 30, 2012 by Timothy B. O'Connell, R.S., Health Inspector for the Town of
Barnstable because of a complaint.
The following violations of the State Sanitary Code were observed:
105 CMR 410.480 (E) — Locks: During inspection it was observed that sky light �.
window was open
You are ordered to correct the violation listed above within twenty-four(24) hours
of your receipt of this notice by securing said window (skylight) so they are able to
be locked and they protect tenants from unlawful entry.
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served.
Non-compliance will result in a fine of $100.00 per violation. Each day's failure to
comply with an order shall constitute a separate violation.
Should you have any questions regarding above violations, please contact the Town
Health Division and ask to speak with inspector who performed the inspection.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean, R.S., CHO
•Director of Public Health
Town of Barnstable
QAOrder Ietters\Housing violations\Rental ordinance\234 straightway 8-3-12
sitj.zen Web Request Page 1 of 3
j ., UAW
0.,
Togged In As: Citizen Request Management Tuesday,July 17 2012
1N T0N\oconnelt
Route to Users Search Requests Create Requests
Request Information
Request ID: 40710 Created: 7/16/2012 10:42:59 AM
Status: Assigned To Staff Assigned To: O'Connell,Timothy
Health Office
Anonymous: No Request Category: Chapter II : Housing Substandard edit
Routine work: No Estimate: No edit
Date scheduled: edit
Estimated 7/30/2012 Change Estimated Jun July 2012 Aug
Completion Completion Date:
Date: Sun Mon Tue Wed Thu Fri Sat
24 25 26 27 28 29 30
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 123 124 25 26 27 28
29 30 .31 1 2 3 4
Created By: Parvin, Lindsay Priority: Medium edit
Health Office
Citation Numbers: edit
Requestor Information
Requestor
Request Parcel Number i
Requestor reports that the home Map: 268 Block: �9$ Lot: 000
is vacant but she believes that people
might be squatting there illegally. Parcel Lookup
Requestor was advised by the police
department to contact the health
division about possible health
violations
Email:
Edit Requestor Information
http://issgl2/intemalwrs/WRequest.aspx?ID=40710 7/17/2012
Tr-0 9
Health Master Detail Page 1 of 1
a3 a r tx e••,u.i. ,. A
ealth'U
as
Logged In As: TOWN\oconnelt Health Master Detail Friday,July 20 2012
Application Center Parcel Lookup Selection Items
Parcel Septic Perc Well Fuel Tank
Parcel: 268-098 Location: 234 STRAIGHTWAY, HYANNIS Owner: JORDAN, GEORGE L
Business name: _ Business phone:
jRental property: r Deed restricted: ❑ Number of bedrooms
Contaminant released: r Fuel storage tank permit:
Save Parcel Changes A I Return tto Lookup,��
Parcel Info Parcel ID: 268-098 Developer lot:LOT 83
Location:234 STRAIGHTWAY Primary frontage:80
Secondary road: Secondary frontage:
Village:HYANNIS Fire district:HYANNIS
Town sewer exists at this address:No Road index: 1543
Interactive map
Town zone of contribution:WP (Wellhead Protection Overlay State zone of contribution:IN
District)
Owner Info Owner: JORDAN GEORGE L f`� I �'� Co-owner:
Streetl: 159 RUTHVEN ST `I/" I Street2:
City:DORCHESTER State:MA Zip: 02121
Country:
Deed date:9/29/1981 Deed reference:C86919
Land Info Acres: 0.24 Use: Single Fam MDL-01 Zoning:RB Neighborhood: 0105
Topography:Level Road:Paved
Utilities:Public Water,Gas,Septic Location:Lake/Pond View
Construction Info Building No Year Bull Gross Area Living Area Bedrooms Bathrooms
1 1890 2394 1672 Bedrooms
2 Full + 1H
Buildings value:$44,600.00 Extra features: $4,500.00 Land value: $101,500.00
i
http://issgl2/intranet/healthMaster/I ealthMasterDetail.aspx?ID=268098 7/20/2012
Certified Mail#7008 3230 0002 5178 0431
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
samgrrn$ts,
F 39. 6. Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
August 3, 2012
George Jordan -- -
159 Ruthven Street
Dorchester, MA 02121
NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY
CODE II — MINIMUM STANDARS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE CODE CHAPTER 170 .
The property owned by you located at 234 Straightway Hyannis, MA was inspected on
July 30, 2012 by Timothy B.'O'Connell, R.S., Health Inspector for the Town of
Barnstable because of a complaint.
The following violations of the State Sanitary Code were observed:
105 CMR 410.480 (E) Locks: During inspection it was observed that sky light
window was open
You are ordered to correct the violation listed above within twenty-four(24) hours
of your receipt of this notice by securing said window (skylight) so they are able to
be locked and they protect tenants from unlawful entry.
You may request a hearing before the Board of Health if written petition requesting same
is received within ten(1-0)-days after the date the order is served.
Non-compliance will result in a fine of $100.00 per violation. Each day's failure to
comply with an order shall constitute a separate violation.
Should you have any questions regarding above violations, please contact the Town
Health Division and ask to speak with inspector who performed the inspection.
PER ORDER.OF THE BOARD ORHEALTH
Thomas A. McKean, R.S.;CHO
Director of Public Health
Town of Barnstable
QAOrder Ietters\Housing violations\Rental ordinance\234 straightway 8-3-12
plan
la Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. ❑Agent
® Print your name and address on the reverse X ❑Addressee
so that we Can return the card to you. B. Received by(Printed Name) C. Date of Delivery
o Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes I,
I 1. Article Addressed to: If YES,enter delivery address below: ❑ No I I
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9 R h�n Street
1;5,9 MA 02121 i s. Service Type M
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, ❑Registered ❑Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
1
I 4. Restricted Delivery?(Extra Fee) ❑Yes I
2. Article Number +service la6eo 7008 3230 0002 5178 0431
1 u"' urn Receipt 102595-02-M-1540I
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Certified Mail#7008 3230 0002 5178 0585
Town of Barnstable
Regulatory Services
MRNsrABLE, Thomas F. Geiler, Director,
�F 1639. 61 Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
October 2, 2012
George Jordan
159 Ruthven Street
Dorchester, MA 02121
Final Notice
NOTICE TO ABATE VIOLATIONS OF 105 CMR-410.000, STATE SANITARY
CODE II — MINIMUM STANDARS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE CODE CHAPTER 170 .
The property owned by you located at 234 Straightway Hyannis, MA was inspected on
July 30, 2012 by Timothy B. O'Connell, R.S., Health Inspector for the Town of
Barnstable because of a complaint.
The following violations of the State Sanitary Code were observed:
105 CMR 410.480 (E) — Locks: During inspection-it was observed that sky light
window was open
You are ordered to correct the violation listed above within twenty-four (24) hours
of your receipt of this notice by securing said window (skylight) so they are able to
be locked and they protect tenants from unlawful entry.
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served.
Non-compliance will result in a fine of $100.00 per violation. Each day's failure to
comply with an order shall constitute a separate violation.
Should you have any questions regarding above violations, please contact the Town
Health Division-and ask to speak with inspector who performed the inspection.
;PER ORDER THE BOARD OF HEALTH
Thomas A.A. McKean, R.S., CHO
Director of Public Health
Town of Barnstable
QAOrder Ietters\Housing violationsU2ental ordinance\234 straightway 10-2-12
I
,c
LEGEND HYANNIS
PROPOSED CONTOUR
® PROPOSED SPOT GRADE 1
EXISTING CONTOUR �'
LOCUS ST. ROTARY
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE TOWN OF BARN. Z � "0 BEN'S P
TEST PIT PARCEL
8C 09 y POND QF�
o � N s
SCALE: 1"=20' PROP. 1 ,500 GALLONco
SEPTIC TANK � QF5
i SMITH
9't 135' y i ST.
� it
25 �rAL
LOCUS MAP
-4
TBM
cBAs _ LOCUS INFORMATION
;� ,
EL=21.18 �\1 ,,, TH-2 \ TH-� PLAN REF: LCP# 11328B & 506/3
- TITLE REF: CTF# 86919
27 �' PARCEL ID: PARCEL ID: MAP 268 PAR. 98
\�-fit 1 \\ H_� _ O 'O ����iii��ii� 268/201 it ZONING: "RB"
\ Q FLOOD ZONE: "C"
r
•j-\ 1 O ` O i i i i i i i i i. ' 't r COMMUNITY PANEL: 250001-0008-D DATED:07/02/92
p p
rn G C.P. c'! % SEPTIC SYSTEM
#234 REPAIR PLAN
\0 0 LOCATED AT:
/ ��;� o 32' 234 STRAIGHTWAY
\ — PARCEL ID: i HYANNIS, MA.
1 �� A 268/ 098
- W AREA=1 073t S.F. F3 PREPARED FOR
�'------ ------ --r-- —
r� GRa�EL
DR, E , 2� GEORGE L. JORDAN
AL
1 CB
JUNE 23, 2014 REV.-OCTOBER 15, 2014
AL
upo WETLANDS OF
TBM=EL=24.44 WATER DEPARTMENT ��N MAss9
`�
- PARCEL ID: F2 y�
TOP OF CONC. BOUND 268/099 i D , E R
4
GENERAL NOTES: 0
'
I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED I It
AL PfG/SiER�
BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ; QNiTAR\aN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS F1 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY \ (b
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1' 0
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW: CONSTRUCTION.
- 310 CMR 15.405 (1) (B): 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
1) 9BE 11.0 VARIANCE
(MAX) FROM DWELLING 1
TO ALLOW LEACHING
O VS R Q D 20 FT. (LINER) 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION MEYER & SONS INC.
KFILLED PRIOR 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
3 TOEINSPECTIONGE I SPOSAL _AND APPROVAL BY THE BOARD OF SHALL NOT BE CHEALTH AND THE AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY k`' P.0. BOX 981
DESIGN ENGINEER. 13. NO PRIVATE WELLS WITHIN. 150 FT. OF PROPOSED LEACHING
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 14. ALL PIPE TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) E. SANDWICH, MA 02537
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
ENGINEER BEFORE CONSTRUCTION CONTINUES.
FOR THE USE OF A GARBAGE GRINDER � PH: SOH 360-3311
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF FAX: (774) 413-9468
OLY BARRIER FROM EL. 22.12 TO EL. 18.12 TO PREVENT
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 17 INSTALL 40 ml P
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. INFILTRATION. _ meyerandsonsinc@gmail.com
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. '
SERVICE TO BE RE-LOCATED AS SHOWN.
SHEET 1 OF 2 J 1659
a
NOTE 1 TO PREVENT BREAKOUT, THE PROPOSED DESIGN CRITERIA
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:22.12
FOR A DISTANCE OF 15' AROUND THE NUMBER OF BEDROOMS: EXISTING 4 BEDROOM DWELLING - NO PROP INCREASE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S DI SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
T.O.F. EL.=25.32 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER DAILY FLOW: 4 BR X 110 G.P.D. DESIGN FLOW: 440 G.P.D.
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN) AND SET TO 3" OF F.G. GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
F.G. EL.=24.5t F.G. EL.=25.5t F.G. EL: 25.5t F.G. EL: 24.0-25.0(MAX.) PROPOSED SEPTIC TANK: 440gpd x 200% = 880 gpd (USE NEW 1,50OG TANK)
LEACHING AREA REQUIRED: (440) = 594.59 S.F.
9" MIN COVER/ .74
L = 18't 36" MAX COVER `' L = 20' L = I0'(MAX) INSTALL,TWO INSPECTION PORTS (MIN.) DISTRIBUTION BOX: (4 OUTLETS (MINIMUM)) (H20)
0 S=I% (MIN.) EL. = 23.6 0 S=1X (MIN.) 0 S=1X (MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
In- Zi PRIMARY S.A.S.
10 14 s 3.8" TO USE 4 ROWS OF 8 - ARC36LP LOW PROFILE (3.8" INVERT)
\INV.=22.491 as"tivuiD �INV.=22.24
INVERT UNITS WITH NO STONE - 40' x 1 1.32' = 452 sa. ft. meets requirement)
���
GAS BAFFLE) ' PROPOSED INV,=21.87 4 ROWS OF 8 UNITS AT 5.0'/UNIT = 40.0'/ROW BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
D-BOX
DB-5 INV.= 21.77 (CHAMBER UNITS) 32 UNITS x 5.00 LF x 4.73 SF/LF = 756.8 SF
INV.=22.04 SOIL ABSORPTION SYSTEM (PROFILE
PROP. 1,500 GALLON SEPTIC TANK ) TOTAL AREA = 756.8 SF
RESTORE VEGETATIVE COVER
DESIGN FLOW PROVIDED: 0.74GPD/SF(756.8SF) = 560.0 GPD > 440 GPD req'd
PROPOSED SEWER OUTLET
EL. 23.0 TTO TO L OFW C CLEAN
BERS PERC SAND
60"
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT=TOP ELEV.=22.12
PIPE INVERTS PRIOR TO CONSTRUCTION INV. ELEV.= 21.77
2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE BOTTOM ELEV.= 21.45 EXISTING SUITABLE
TO GRADE ON A MECHANICALLY COMPACTED SIX 2.83' { MATERIAL
INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF
310 CMR 15.221(2) T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 7 4 x 2.83' = 11.32 34"
3) INSTALL INLET & OUTLET TEES W/ (5.05' PROVIDED) USE 4 ROWS OF 8 ARC 36LP
GAS BAFFLE AS REQUIRED ADJ. GROUNDWATER EL.=16.40 _ (3.8" INVERT) UNITS-NO STONE
4) SEWER OUTLET TO BE RE-LOCATED AS SHOWN.
SEPTIC SYSTEM PROFILE '
TYPICAL SECTION PROFILE
N.T.S. N.T.S
SOIL LOG P#: 14372 0F Mqs „
DATE: MAY 29, 2014 GPD�tR4 M 9�y� 3 8" 8
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 i R SECTION END CAP
WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH o. 1140
Elev. TP-1 Depth Elev. TP-2 Depth TP-3 De Rev. TP-4 Depth �O ARC36 LP (3.8" INVERTS UNITS
°e1• �t G/$TER
25.10 A 0" 25.00 A 0" 26.60 A 0" 26.50 A 0" SgNITAR\P� MODEL ARC 36LP
LOAMY MY�D LOAMY SANG LOAMY SAND LOAMY SAND "
tOYR 3/2 1OYR 3/2 tOYR 3/2 LENGTH 60 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
24.10 B 12" 25.60 12" 25.50 12" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LOAMY 24.00 B 12" B B �U I� l EFFECTIVE LENGTH 60 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
1oYR 5/8D L0A""r SANG LOAMY �D LOB SAND SIDE WALL HEIGHT 3.8"
1OYR 5/8
22.35 C1 33" 22.25 C1 33" 23.93 C1 32" 23.83 C1 / 34" OVERALL HEIGHT $"
OVERALL WIDTH 34"
MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND
2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 2.5Y,7/3 CAPACITY
PERC • 20.85 PERC O 21.6
13.10 144" 13.00 144' 16.60 J 120" 18.50 120" PROPOSED SEPTIC SYSTEM/SITE PLAN
PERC RATE <2 MIN/IN. (-Cl- HORIZON) PERC RATE <2 MIN/IN. ("Cl" HORIZON) 234 STRAIGHTWAY, HYANNIS, MA
FOR TESTHOLE 111: Prepared for: Jordan
_
GROUNDWATER OBSERVED AT 144" EL 13.10
INDEX WELL: MIW-29 ZONE: C System Design and Topography Plan by: SCALE DRAWN DATE:
LEVEL: 8.2 ADJUSTMENT: 3.3 ft. t MEYER&SONS,INC. NTS D.M.M. 06/23/14
"HIGHEST ADJ. GROUNDWATER ELEV. 16.40" ' I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX981 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 REV. DATE: CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I,Ihave passed the Soil Eval. Exam in October, 1999. 508_Wy2922 10/15/14 D.M.M. 2 Of 2
F