HomeMy WebLinkAbout0171 ROBBINS STREET - Health 171 Robbins Street
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A= 142- 127
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Fee
No.
'THE CO y WEALTH OF MASSACHUSETTS Entered in computer:
Yes
Q 03 PUBLIC HEALTH DIVIS OWN OF BARNSTABLE, MASSACHUSETTS
1JpYILatI01Y for al 6pBtPIYI Construction Permit
Application for a Permit to Construct( ) Repair ) pgrade( ) Abandon( ) [Complete System ❑Individual Components
Location Address or Lot No. FW W ng 94 mg-i- Owner's Name,Address,and Tel.No. 0 - .?ff-/
C�sW-V lie- 3' C.lohe 4 IQ 0. 8ex ago
Assessor's Map/Parcel j L4,R /1 05 +'06 . Al p
�QstallGr's�Na4y�a A dress,an Tel.�No.,O$' ���� S'�9g esigner's Name,Address,and Tel No. tO '
k�� tdit� u�St-f3�Ct�'� �r4 vat �EtJn�y92.E drei'i ��`T d�ltln. "
MCI S l et a_x
Type of Building: _
Dwelling No.of Bedrooms Lot Size %�, v sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Ssc) gpd Design flow provided c ,TO gpd
Plan Date N)(),pj o A0 -,), —Number of sheets Revision Date
Title �� 1 I &b6 o,tl-p—
Size of Septic Tank <1 -10 Type of S.A.S. F (o 14 aU O o`
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
�1J Ar;k )�'nn `n0ZC 6 140?n %.tn A /-- �r.�jS ;n cZ /y•,2SS P!J x bZ•t®t- x�e 6_6V,l n 1✓1Q v
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mai ce o e afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environme ode an t to place the system in operation until a Certificate of
Compliance has been issued b this Board of Health.
JS
ig ed o Dates
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. rV Date Issued
f u
No. O o1 v Fee
""'"THE CO EAL'TH OF MASSACHUSETTS Entered in computer:
! V
Yes
PUBLIC HEALTH DIVIS WN Of BARNSTABLE, MASSACHUSETTS
l�lrlLatiOn for aIpstern COnstrUctlOnermit
Appl f do for a Permit to Construct( ) Repair( pgrade( ) AUand�rr(-�): [Complete System ❑Individual Components
Location Address or Lot No. 11)1 (iOla6l n5 S'-rem- - Owners Name,Address,and Tel.No.S U ff- y.28-IV/9
' oc terv�lie Ja_* C 1CAe_rrl- P.Q. L�O1C 390
F' Assessor's Map/Parcel �� �;1 CJS�2cU' pa S;-
Installer's Names ress,and Add Tel.No.-'OTS' `77/� 9-:?9 gner
� Desi 's Name;Address,and Tel.No. 5-0 Coo?-v5y�
OorJl041 &trS--n_4bCm ,roc,. :J�ud� E •17eer,' ¢�N,�cc�nS�•
�(S ,ra �r u lc�is /�11% AMY'10S 14
Type of Building:
g Dwelling No.of Bedrooms V Lot Size /o?, sq.ft. Garbage Grinder( )
r' Other Type of Building No.of Persons Showers( ) Cafeteria( )
f
Other Fixtures /
Design Flow(min.required) J J(� gpd Design flow provided 5-S—O- L gpd
Plan Date�Ut}pgp}�p� ag, a,V 1_,�_ Number of sheets �/ Revision Date /
„Title i' S ��•�e Orton 1`�1 Aco Ogs .� (2�2�- (C6e( /`e /
Size of Septic Tank (N-ip �'U t Type of S.A.S. f i � �(� / gU �OSO l O Lr'�1(4
Description of Soil o cy
Nature of Repairs or Alterations(Answer when applicable) `()Q-1 o 1440 1 Soo 0�-tc�o nk'r �(i n"kA�rT�I)
-Ar;Yet r\v_� (/�o�G c� ri7 l) .r n,�i� rJ7 S i,� c1 lf>•�75 4�J•16 4-._-X.? ICJ
Y � f r
r Lori�.h i uo c !x/Lo
Date last inspected: ,
Agreement: ell r,, r
The undersigned agrees to ensure the construction and maintenance o he afore>described on-site sewage diissp oral system in
accordance with the provisions of Title 5 of the Environmenta1<ode a�ndddoll to plamth system in operation until a Certificate of
Compliance has been issued by this Board of Health...
igned Z7 Date
Application Approved by i Date.
Application Disapproved by s� Date
for the following reasons
4,1
Permit No. 7 Date Issued
--------------------------------- ------------ ---------------------------------------- -----------------------------------------------
Th E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that/the On-site Sewage Dis osal system Constructed( ) Repaired(Al) Upgraded( )
Abandoned( )by r 0 r1.S Ar oil ., Inc
c
at 1 ri i &u 61✓1 S A--. D.S EeCt 1 i I I e- has been constr cted inAac d nn•eewith the provisions of Title 5 andi�the for Disposal System Construction Permit No. ate
'1� d
Installer aiur U+aff► (10)n i�X Designer C7r_,)p, l o t� �e.i n`ri dri ex ,.-TI>C
#bedrooms Approved design flo_ gpd
1
The issuance of this permit shal not beeonstrued as a guarantee that the system will function "des`i' ed.
Date A� .r 3 Inspector
-----No.---- - - - - - - - - - - _
--
.� _
• -Fee .
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
3Bisposal *pstem Construction Permit -
Permission is hereby granted to Construct( ) tRepair(All, Upgrade( ) J !Abandon( )
System located at � 'T) I
- r
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 completed within three years of the date of this permit. f ,i
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Date / I Approved by
/ r e v t /
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3
F
TOWN OF BARNSTABLE
LOCATION ►6 ,,res� d•��' �i�- SEWAGE
VILLAGE ( _��Zu t LJ—e ASSESSOR'S MAP&PARCEL �' �• ��
INSTALLER'S NAME&PHONE NO. ri�P' e a i ,: -7'Y L-!i—Xq�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) `7— (size) -0 �� �d��•�
NO.OF BEDROOMS ®
OWNER r' Le
PERMIT DATE: /,='�-• i0 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility,)• . Feet
FURNISHED BY C e✓ 7 Lr w*w
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Official Website of The Town of Barnstable - Property Lookup Page 1 of 3
Select Language{ V
Assessing DivisionPro erty Lookup Results m 2012
367 Main Street,Hyannis,MA.02601
«-BACK TO SEARCH.« Rri,ntlffthtlly
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Owner Information-Map/Block/Lot:1421.1271-Use Code:1010
t
Owner
Owner Name as of 1/1/12 CLOHERTY,JOHN J JR Map/Block/Lot GIS MAPS
P 0 BOX 390 142/127!
OSTERVILLE,MA.02655 property Address
Co-Owner Name CLOHERTY,DOROTHY B 171 ROBBINS STREET
Village:Osterville
Town Sewer At Address:No
................ _._.._..... .............. ...................__..............................................._......................._-... . ..., ......... ...................... ............ .....
Assessed Values 2012-Map/Block/Lot;142/1271-Use Code:1010
...... . ;
2012 Appraised Value2012 Assessed Value Past Comparisons
Building Value: $182.900 $182,900 Year Total Assessed Value
Extra Features: $44,900 $44,900 2011-$462,900
I Outbuildings: $4,500 $4,500 2010-$467,700
Land Value: $237,100 $237,100 2009-$531,900
2008-$542,800
2007-$579,600
2012 Totals $469,400 $469,400 2006-$535,900
Residential Exemption Received=$8085
Tax Information 2012-Map/Block/Lot:14211271-Use Code:1010
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Taxes
C.O.M.M.FD Tax(Residential) $671.24
Fiscal Year 2012 TAX RATES HERE
Community Preservation Act Tax $96.14
Town Tax(Residential) $3,204.78
$3,972.16
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Sales History-Map/Block/Lot:1421,127/-Use Code:1010
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__.._._._...._-_.._-___.___..___,......_.__._...__.....__._.__.._.._._..._.__.____.___.____......._..__._
History: '
Owner: Sale Date Book/Page: Sale Price:
CLOHERTY,JOHN J JR 12/15/1989 C119398 $210000
BOUDREAU,LEON J&MARY B 5/15/1984 C96379 $95500
CARPINTERI,SEBASTINA 8/15/1983 C92941 $0
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, Photos 142/1271-Use Code.1010
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Sketches-Map/Block/Lot:142/1271-Use Code:1010
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AsBulll Card NIA
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Constructions Details-Map/Block/Lot:142/127/-Use Code:1010
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http://www.town.bamstable.ma.us/Assessing/propertydisplayscreen12.asp?ap=0&searchp... 10/12/2012
Official Website of The Town of Barnstable Property Lookup Page 2 of 3
Building Details Land
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Building value. $182,900 Bedrooms 5 Bedrooms USE CODE 1010
Total Improvements Value $215.125 Bathrooms 3 Full Lot Size(Acres) 0.28
Model Rpsidential Total Rooms 9 Rooms Appraised Value $237,100
Style Cape Cod Heat Fuel Electric Assessed Value $237,100
Grade Average Plus Heat Type Elec Baseboard
Year Built 1972 AC Type None
Effective depreciation 15 Interior Floors Carpet
Stories 1 1/2 Stories Interior Walls Drywall
Living Area sq/ft 2,166 Exterior Walls Wood Shingle
Gross Area sgift 5,086 Roof Structure Gable/Hip
i Roof Cover Asph/F Gls/Cmp
f....-..-... __......_.-, .. .,_..._........_._...........__.... .......... .......... ... ............_....._....._...,.. .,.,...,........ ...._ ....___... ..____._..... ...
E Outbuildings&Extra Features-Map/Block/Lot:1424 1271-Use Code:1010
_.. ............
ICode Description Units/SO ft Appraised Value Assessed Value
FOP Open Porch-roof-ceiling 96 $3,800 $3,800
FPL2 Fireplace 1.5 stories 1 $3,700 $3,700
UST Utility Storage-attached 98 $1,800 $1,800
BMT Basement-Unfinished 1428 $25,700 $25,700
GAR Attached Garage 336 $9,900 $9,900
i WDCK Wood decking 392 $4,500 $4,500
w/railings
Sketch Legend
............... ................................................
;
Property Sketch Legend
B2N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only
jBAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium
i BMT Basement Area(Unfinished)FUS Second Story Living Area TQS Three Quarters Story(Finished)
(Finished)
BRN Barn GAR Garage UAT Attic Area(Unfinished)
CAN Canopy GAZ Gazebo UHS Half Story(Unfinished)
CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished)
FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story
(Unfinished)
FCP Carport KEN Kennel UUA Unfinished Utility Attic
I FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUS Full Upper 2nd Story
(Unfinished)
FHS Half Story(Finished) PRG Pergola WDK Wood Deck
i
FOP Open or Screened in Porch PTO Patio
i....,,,... .............. . ...... ........... .......... ..........................
PrtntxFrlendly
Contact
Director of Assessing
Jeffrey Rudziak
P 508-862-4022
F 508-862-4722
8:30a.m.to 4:30p.m.
Helpful Links to Downloads
Abatements
Department of Revenue
Exemptions
Parcel Consolidation
Questions about values
Town Tax Rates-FY12
Town Land Use Codes
Helpful Maps
All Town Maps
Flood Insurance Maps
Property Maps
_....__.................................................._.....
http://www.town.barnstable.ma.us/Assessing/propertydisplayscreenl 2.asp?ap=0&searchp... 10/12/2012
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Town.of B rnstiable P#
Department of Regulatory Services
a�nivarnerr Public Health Division Date �/ /� l Z
,votes
10.7 200 Main Street,I-tyanais MA 02601
�
Date Scheduled_- / /l o`7 . ,l �F'�DQ• �
Time Fee Pd.
_ MDSl Surtabali� Assessment.�ar
Disposal
Performed'By:
Witnessed%By:
I.OtYIO
N& GENERAL DWOB.MATIOLocation Address `'� P, �iW (,w j Owner's NamcA el
CO�r7�i°.r-till e
Address
Assessor's Map/Parcel: /�42V/,� . Engineer's Name b0t,) (S-f e
NEW CONSTRUCTION REPAIR Telephone 6 3L, �u
Land Use:
Slopes(96) Surface Stones 0VVAAr
Distances from: Open Water BodyR Possible Wet Area R Drinking Water Well
Drainage Way �—ft Property Line la I ft Other -_
ft
SIM'TCII:(Street name,dimensions of lot,exact location f holes&perc tests,locate wetlands in proximily,19,h olcs)
�Zy C
/
• 3j t
v0
s
Parent material(geologic) Depth to Bedroclt J�p
Depth to Groundwater. Standing Water in Hole: j/)ILf Weeping from PI Fnce
EsUrnated Seasonal
DETERNdIl`aIATION FOR SEASONAL�G�[WATER TABLE
Used:
Depth Observed standing in obs.hole: In. Depth to still mottles: ltt
Depth to weeping from side of obs.hole: III, Groundwater Ad)uatmenk ,
Index Well# Reading Date: Index Well levoi Adj.}actor., , Adj,grqut[tlwater Levat ,
Observation PERCOEATI.ON TEST
Hole# Tinto at 9" 4
. Depth of Part;
Time at 6"
Start Pre-soak Time
Time(9"-6") __ _—
End Pre-soak I/1 d
l
Rate b"in.Lich Gl f.6if O . ' ( _
site Sul Lability Assessment: Site Passed Sitq Failed: Additional Testing Needed(YIN)_
Original: Public health Division Observation Hole Data To Be Completed on Back-----6�---
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Consgvatlon Divxslon at least one (1) week prior to begi>axing.
Q:1S E PTIC\PER C PORM.D O C
ku
DEEP.OBSERVATION ROLE LOG Hole
Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders•
o i tc w.%"Graven
Meg
DEEP OBSERVATION HOLE LOG Vole# -Z- _
Depth from Soil Horizon Soil Texture Soil Color Soil Other'
Surf'are(in.) (USDA
(Munsell) Mottling (Structure,Stones,Boulder,
onsis en, %G ve
y�
DEEP OBSERVATION ROLE LOG hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other'
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o ite c G e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Corlsl3tency
y
Flood Insurance hate Map:
Above 500 year flood boundary No Yes
Within 500 year boundary No Yes '
Within 100 year flood boundary No-_ Vds .
]Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas obstrved throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certifv that on _�(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 requited training,expertise andfffp rience described in�10 CUR 15.017.
Signature Datb Z' Z
Q:\.S•LP'1'l aPERCPORM.D 0 C
ALL SYSTES SHALL
OMPONEN
SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES d►%
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 1. DATUM IS APPROX. NGVD ;6,
PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE a o `�'
TOP FOUND. EL. 46.3'\
2. MUNICIPAL WATER IS EXISTING
44.0 MINIMUM .75' OF COVER OVER PRECAST 27. LOPE REQUIRED OVER SYSTEM 43.4
3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. a O
• PRECAST H-10
0�
RISERS (TYP.) 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
2'0 4"0SCH40 PVC 2" DOUBVF WASHED PEASTONE UNITS TO BE AASHO H-10 C)
*43.55' PIPES LEVEL 1ST 2' OR GEOT TILE FABRIC 40.4' 5. PIPE JOINTS TO BE MADE WATERTIGHT. o oc S N
10" 1500 GAL H-10 14" Sou h o
TEE SEPTIC TANK TEE : o00 000 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
*43.46' 42.0' 41.75 0 o WITH 310 CMR 15.000 (TITLE 5.) t•
:. 000000000Goo 0 39.9 O
GAS BAFFLE., 1°0io,000°0.0,0°
2' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND G�
�80 0 ' NOT TO BE USED FOR LOT LINE STAKING OR ANY t 5
•:�`•. 4' LIQ. LEVEL (ACME OR EQUAL) . 40.17' 40.0' o000 000�b 37.9 des �e
OTHER PURPOSE. �o
::... J000000000000000000000000000000000a000000000` H-20 3050 INFILTRATORS
00000000000000000000000 6" MIN SUMP ��
,0000000�0�0�0^0�000000000�0�0�0�0„0�0�00000. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
12" MIN. INT. DIM. o
3/4 TO 1 1/2 DOUBLE WASHED STONE 'moo
2 f 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.6' X 10.25' 9• COMPONENTS NOT TO BE BACKFILLED OR 9�
( % SLOPE) COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF
MIN
4.3' HEALTH AND PERMISSION OBTAINED FROM BOARD
(7.9 % SLOPE) (3•3% SLOPE) 32,f OF HEALTH.
50' -LEACHING 10 LOCUS MAP
. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION SEPTIC TANK 20' D' BOX 5' CALLING DIGSAFE (1-888-344-7233) AND
40' FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BOTTOM DWA & FOUND
33.6' WORK.
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM NO GROUNDWATER FOUND ASSESSORS MAP 142 PARCEL 127
G-W ESTIMATED AT EL. 5't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
AS PER TOWN MAP SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITIES SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
.83 DESIGN FLOW: 5 BEDROOMS CAD 110 GPD = 550 GPD
/ USE A 550 GPD DESIGN FLOW
.67 SEPTIC TANK: 550 GPD (2) = 1100
BENCH MARK CORNER CONC. ( )
3 USE 1 H-10 1500 GAL. SEPTIC TANK
- 24
PAD AT STEPS. ELEV. = 44.825 a 5'
0' 43.59 lC?p .80 27
436�3 4.34 LEACHING:
1 3.64f SIDES: 2 (50.6 + 10.25) 1.85 (.74) = 166.6 GPD
43.�70 43.89 �5 BOTTOM 50.6 x 10.25 (.74) = 383.8 GPD
0 45.13
00 �� o TOTAL: 743 S.F. 550.4 GPD
TEST HOLE LOGS
p• 44.0 �
ARNE H. OJALA PE, SE o 43.84 1 1 0�5 44.14 61 87 45.84 4s.c6 USE (6) H-20 3050 INFILTRATORS WITH
ENGINEER: ' J� r / 4 STONE AT ENDS AND 3 AT SIDES
WITNESS: DON DESMARAIS, RS / 4 .6 4 7 DECK INV. OUT 43.46' PAVER DRIVE 99
DATE: NOVEMBER 28, 2012 / �7 O 3.20 S 44.72
�
PERC. RATE _ < 2 MIN/INCH 44.00 2 ? 644.59
NEP�i
� O /
CLASS I SOILS P# 13803 3.47 X DE 1.",1.", 46.10 1 � 45.78 5.68
/
$9 PRO VI
/ CLEANOUTS I i 45.72 4.63// , MA
ELEV. ELEV. 71 S REQ D 46.75 4434 APPROVED DATE BOARD OF HEALTH
0'° 43.6' 0" 43.6' 3.7 EXIST. DWELL. c /4.94
42i TOP FNDN. = 43.82
A A 'y C� .3 ELEV. 46.3'
0 �.66
.66
SL SL �.39 /
, o /
10YR 4/2 10YR 4/2 � .52 44 INV. OUT 43.55' 4 o �/43.17 TIT
2 B 12 B �41 LE 5 SITE PLAN
43.79 � OF
/
LOT 77 /
LS LS 45.55 12,475±SF / 171 ROBBINS STREET
724 /
43" 10YR 6/6 40.0' 43" 10YR 6/6 40.0' �S'
/ Q OSTERVILLE
/ 0
/ 4f PREPARED FOR
PERCV
c C / BORTOLOTTI CONSTRUCTION/
/
/ CLOHERTY
MCS MCS /
40.37
NOVEMBER 29, 2012
2.5Y 6/4 2.5Y 6/4 s of kbOF Mqs gssgc off 508-362-4541
�a DANIEL DANIEL y�N fax 508-362-9880
OJA' o A. downcope.com
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939 Main Street ( Rte 6A)
12-297 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675