HomeMy WebLinkAbout0007 ISALENE STREET - Health 7 ISALENE STREET
:Hyannis
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Town of Barnstable P#
— — — - Department of Regulatory.Services
R u r Public Realth Division lz-
Date �l d
lira h1 200 Main Street,Hyannis MA 02601
Date Scheduled / Time 11 Fee Pd. 41/0 0, U U
Soil Suitability Assessmentfor
tS e .Dispsal
Performed-By:
Witnessed By:_--- - {"
Location Address
LOCATION& GENERAL INFORMAT O
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6 _TTA le-,it �Yeet. Owner's Name
Address
Assessor's Map/Parcel: Z6 7 3
Engineer's Namc � f/l�✓� �e
NEW CONSTRUCTION REPAIR Telephone df
Land Use
Slopes(%) � —z-� Surface Stones '
Distance's from: Open Water Body R Possible Wet Area —
ft Drinking Walcr Wc1I {t
Drainage Way ft Property Une :!q�o A ft Other
ft
SICE,'TCII: (Sheet name,dimensions of lot,exact locations of test holes&Pero to 3ts,locate wetlands 1n proximity to holes)
• c.Q 4va'tr"�
Ilk,
U \
"j VIL %_RclY �Z
Pazeot material(geologic) Depth to Bedroclt ]3Pd ^
Depth to Groundwater, Standing Water in Hole: 40 4-1 Weeping from Pit Face.�0 �
Estimated Seasonal High Groundwater
DETERMINATION FOR.SEASONAL I3IGl�WATER R TABLE.Method Used:
Depth Observed standing in obs.hole: In, Depd]to soli rnoUlrnsl In,Depth to weeping from side of obs.hole: In. Groundwater Adjustment Index Well# Reading Date: index Well 1pyel A ,factor _
.. �l AdQ,GroundwaterLevul
PERC®L,ATIOT TEST buke '1l'latzra _ _
Observation
Hole# Tltne at 9"
Depth of Pero
Time at G"
Start Pre-soak Timc @ )PO® Time(V-0)
End Pro-soak , !U
Rate Min.fluch / !1
Site Suitability Assessment: Site Passed Sitq Filled: Additional Testing Ncedcd(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\S E PT I C\P ER C PO RM.D O C
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DEEP.OBSERD•ATION HOLE LOG Hole# A
Depth from Soil Horizon Soil Texture .Sdil Color Sil
Surface(in.) o Other
(USDA) (Pdunsell) Mottling (Structure, Stones;Boulders.
o i tc �V•g6't;ravel�
i0y"lzs/6
DEEP OBSERVATION HOLE LOG Hole Z
Depth from Soil Horizon Soll Texture Soil Color Soil
Surface(in.) Other
(USDA) (tQunsell) Mottling (Structure,Stones,Boulders.
o sis en, %G ave
01
7".-P -t-v r-e
DEEP OBSERVATION HOLE LOG Hole .
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munscll) Mottling
(Structure,StOnn3,Rouldars.
o i tc c p e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil.Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stopty;Boulders,
Co si ten ,6
Flood Insurance hate Map: /
Above 500 year flood boundary No" Yes _v_
Within 500yearboundary No Yes
Within 100 year flood boundary No._ Yes
]Depth of nturaD y Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout tho
area proposed for the soil absorption system? e —
If not, what is the depth of haturally occurring pervious material?
Certification
I certify 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,rxprrdgQ and expericnc
A described in10 CMR 15.011.
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Signature J Dato.
Q:\S.EPT1aPF-RCP0RM.D0C
TOWN OF BARNSTABLE
LOCATION 7 � �S-7— SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. ye1�� C., q
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS a 4- Cc- O�F
OWNER qa t-GK. * f PIfi
PERMIT DATE: 1 i- 30-e.1 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4—A., Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) �• Feet
Edge of or
and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) tU Feet
FURNISHED BY 2 ,e '1
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No. Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zipplitation for Ospo8RY *pstem Construction Permit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) [?"Complete System ❑Individual Components
Location Address or Lot No.7-rsa.ae rw, 01 Owner's Name,Address,and Tel.No.,-O%-
Assessor's Map/Parcel 01&9 13 4 ;.t)- ii a nnis a va47,.
Installer's Naamm,e,Address,and Tel.No. 506-0�7 — 9 3 99 esigner's Name,Address,and Tel.No.
�s*1�iv�f's �S.'�-cc�C-�v®Yl,,j..,'K.• �ta�:1 Oa.p�-..cr�'sneeri r �irx 43Ft�(a.in S�fr.
Type of Building:
Dwelling No.of Bedrooms Lot Size 9 s .ft. Garbage Grinder
e g J /`o q g O
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required gpd Design flow provided 3349 gpd
Plan DateN A), d0i')— Number of sheets Revision Date
Title 7 t s e k 7
Size of Septic Tank�r0 1,,-p Type of S.A.S. Jj oZ y u^ f1
Description of Soil j,,.,i 7#Z2., 4 Ina
Nature of Repairs or A erafions(Answer when applicable) .16 _ 7
Dat last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintengace of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Go a not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. _
Signed Date
Application Approved by / Date `��--
Application Disapproved by Date
for the following reasons ems,
Permit No. O , P Date Issued �'—
/P
No. (�®I. ,8 Fee 'cro a
4
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftpritation for ;Disposal 6pstem Construction J)ermit
Application for a Permit to Construct( ) Repair(,.,) Upgrade( ) Abandon( ) 21tomplete System ❑Individual Components
;
Location Address or Lot No. ').rScJen t.9_-, Owner's Name,Address,and Tel.No.--To%-n/?/- '41 qO
�: 14 ya.nnt 5 6-1assrria n Pa. t3r,X I W
Assessor's Map/Parcel d& u • N an ni s a G>��'I
Installer's Name,Address,and Tel.No. r)r7(- 9 3 59 Designer's Name,Address,and Tel.No. 5-al8-.34a-Y1191//
410-fF�i i1lwn Cc�pQ `�, ;ne�rir ;1r�c 9c►�(airtS{
yE 1. imn rs if,4As Aj,,16, l A vac 4 arrn�w
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size //,916 —sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) b �. gpd Design flow provided , gpd
Plan Date&Uje CYI !�' a(�// Number of sheets Revision Date
Title j. o —
Size of Septic Tank /U Type of S.A.S. � yUrck t
U i
Y
Description of Soil_ 5�;�4 ad_ /moo r
r �I
9
N
Nature of Repairs or Alterations()Answer when applicable) �„A�,. •1!h ���y� �nn(,1 !r,11 14/6 l !;Jr•;&), 11
„ ►A,ii.ICqI. %4/J IA"T % aflm�7��1T� �Cl �- ��1� ,"n
p i
Daf ast inspected:
Agreement:
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The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewageqdisposal system in
accordance with the provisions of Title 5 of the Environmental Cod t to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date 11 d aL
Application Approved by ` Date //. �0
Application Disapproved by Date
----for the following reasons
Permit No. go 12 " / �r 5 Date Issued
I
------------------------------.----- ----------.------------------------------- --------------------------------------- ----------
ThiE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance t
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(s ) Repaired(d) Upgraded( )
Abandoned( )by .-4�Z e°`6, d 12'1; 'n,e c).-1 j Inr .
at f7 _T has been constructed in accordance t 2
with the provisions of Title 55 and the for/Dis osal System Construction Permit No. ojL-- � s dated t - J0
Installer ! .bY i��n x G, e-mitt e'n �,+e Designer aC.yr�r, sa� . tea er ern Ty,
#bedrooms Approved design flow `'w `f gpd r
The issuance of this permit shall not be construed as a guarantee that the system wil functC� ioa sg ed. /
Date �C -//����- Inspector 1
-
----No.--------------------------------------------------------------------------------------------------------Fee-----}-----------
---
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at? w�e�oIp
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:Constructions must be completed within three years of the date of this permit.
\ �61 4S
Date 1 /v �)�- Approved by � j
V
DEC-17-2012 10:15 From:IORTOLOTTI CONST 5084269399 To:15087906304 P.1/1
FROM !Clown wipe engineering Inc FAX NO. :1.$mWi eo 1 Dec. 17 2012 09:17RM PI
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100 Malin knot,HTamy 1,MA 02601
O�irM! .$Qt 96),4444 19,1 6 304
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the ilrs.Lpm., w:«ic11.�1.tty include; uWrx appPIWId CIUMg,�s •]a•rya ]�t � 1, .rei�7cuuur� of th.e
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DANIES
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(J�tst�l)erYi+;11c��srr) CIVET_
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SSYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
S �/ MARKED WITH MAGNETIC TAPE OR
" (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1 DATUM IS APPROXIMATE NGVD
PROVIDE MIN. 20 DIAM. WATERTIGHT .
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO d
WITHIN 3" OF FINISH GRADE 2• MUNICIPAL WATER IS EXISTING
\ TOP FOUND. EL 37.8'
2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
37.0' MINIMUM .75' OF COVER OVER PRECAST 36.7
j 4. DESIGN LOADING FOR ALL PROPOSED PRECAST T 'o
I PRECAST H-10
UNITS TO BE AASHO H-10 o
RISERS (TYP.)
2'0 4"OSCH40 PVC
PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. o ey
33.76'
*35.Of' t0" 1500 GAL H-10 14" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
34.66 TEE SEPTIC TANK TEE ; ..: - WITH C�oigville Beach Rd.
\34.41' pppaaa 33.43'
310 CMR 15.000 (TITLE V.)
GAS BAFFLE;;; �o°°°°�'p° 0.6T 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Loc -
UQ. LEVEL (ACME OR EQUAL) .; 33.70' 33.53' 32.76' Cb
NOT TO BE USED FOR LOT LINE STAKING OR ANY n
OTHER PURPOSE.
JOOpOpOpOpOpOpOpOpOpapapapapapapapapapapapap� "
apapapapapapopapa:000000000 0apapapapopapapap 6" MIN SUMP 24 QUICK4 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
�o o_o_a_n_�.o a o 0 0 0 o.r_�_�_o.a.o 0 12" MIN. INT. DIM.
OVERALL DIMENSIONS TO OUTSiCE OF UNITS: •'-'4' X 11.3'
6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) 9. COMPONENTS NOT TO BE BACKFILLED OR
( COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD' OF
( 2 � SLOPE) ( 1 % SLOPE) ( 1 SLOPE) 6.1' HEALTH AND PERMISSION OBTAINED FROM BOARD
� LEACHING OF HEALTH. LOCUS MAP
FOUNDATION 17 SEPTIC TANK 71 Dr BOX 12 FACILITY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE
VERIFYING THE LOCATION OF ALL UNDERGROUND &
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 26.7' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 267 PARCEL 34
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK.
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
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SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
99.73' -
6 V5.61 SEPTIC TANK: 330 GPD .(2) = 660
x 36.s LOT 1 x 36.71
11,916f S.F. 7 / l USE (1) H-10 1500 GAL. SEPTIC TANK
j
-'-LEA`GH�II_x &9"b.97 PAVED DRIVE /
0537 x 7.00 4
5 I SF/LF x 4 r
.73 LENGTH = 18.92 SF PER STD.
0 o x .16 • 9 QUICK 4 UNIT
O ��� o wA�_w x I 330 GPD/0.74 GPD/SF = 446 SF LEACHING
TEST HOLE LOGS 13' APPR x 36.79 '�� REQ,D
x 37.0
ENGINEER: ARNE H. OJALA, PE, SE 7.15 't 1s 36.91 446 SF/18.92 SF/UNIT = 23.6 UNITS
.13
WITNESS: DON DESMARAIS, RS 36 7 2 EXIST. DWELL
37. 4 I THEREFORE, USE GRAVELLESS SYSTEM OF (24)
NOVEMBER 21, 2012 E o� TOP FNDN. _ �,� W STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
DATE: ti ELEV. 37.8
6.93 6 x 36.61 w 35.67 OF 4 ROWS OF 6 UNITS
PERC. RATE _ < 2 MIN/INCH Nus�6 0 .50
I IS, 37.56 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF
CLASS I SOILS P# 13800 �, 3 00.\ z I 454 SF (0.74 GPD/SF) = 336 GPD (OK)
Cy O
ELEV. ELEV. 36.813> w I
On 4 36.7' Orr 36.7' 7.09 6.91 = Q MA
Ap Ap �� .41 36.28 I APPROVED DATE BOARD OF HEALTH
SMALLL
SL SL moo/ N JAPANESE MAPLE I E PLAN
1 OYR 3/3 1 OYR 3/3 �`� x 35.79 TITLE 5 SITE
890
rr
36.90
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B B BENCHMARK: USE TOP OF BOTTOM OF
ISTEP AT ELEV. 37.6'
LS LS x 36.68 7 ISALENE STREET
34„ 10YR 5/6 33.8' 34„ 10YR 5/6 33.8' / W TH 1 .84 I WEST HYANNISPORT
37.0�
79. PREPARED FOR
9 ^ 36.15
HEDGE ALONG EUNE Z6
c c 81(3 BORTOLOTTI CONSTRUCTION/
PERC I _q 3y 36.44
6.637 R. GLASSMAN
MCS MCS BENCHMARK: CL ASPHALT AT STEP AT / ��,
ELEV. 37.1' G VILLE NOVEMBER 21, 2012
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2.5Y 6/6 2.5Y 6/6 ROAD -
off 508 362-4541
DA [EL °`� ( ; '\Sy fax 508-362-9880
t I downcape.com
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650 down cape engineer ag Inc.
120 26.7 120 26.7�
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civil engineers
land surveyors
Scale: 1"= 20'
NO GROUNDWATER ENCOUNTERED iz L 939 Main Street Rte 6A
-
0 10 20 30 40 So FEET
>2-291 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT A•fA 02675
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