HomeMy WebLinkAbout0085 WACHUSETT AVENUE - Health (2) j` (jG"G/7 �)S c''
TOWN OF BARNSTABLE
LOCATION SEWAGE# -!
VILLAGE .-t2nZCI� ASSESSOR'S MAP&PARCEL _` f_
INSTALLER'S NAME&PHONE NO. 7-11'`
SEPTIC TANK CAPACITY &2k 1 MJ !J6 f,C_ Q
LEACHING FACILITY.(type) C (size)
NO.OF BEDROOMS ` % -
OWNER
PERMIT DATE: !{-�,'� COMPLIANCE DATE: Z
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J5' 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) — ! "y Feet
FURNISHED BY
I
l _
O O -�
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliLatlon for Disposal bpstem (Construction Permit
Application for a Permit to Construct( ) Repair 01 Upgrade( ) Abandon( ) ❑Complete System [Individual Components
Location Address or Lot No. g��, �t.Loe,4,+,Av-2. Owner's Name,Address,and Tel.No.s G�
Assessor's Map/Parcel a$7 12S
9 cwwto bra l;e,t�lea t; �%EO ��h's la C�6F u�.
Installer's n_�,,is �1ee�
Name,Address,and Tel.No.SOS. 4�8-21PQ Designer's Name,Address,and Tel.No.SBS
Sz.n� ,Lb�w►'� -tea`�54�
a� ,
a %r1� R3� Man$�'
(� S
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) C',ao gpd Design flow provided gpd
Plan Date - 5 aow;' - Number of sheets Revision Date
Title
- ti -P
Size of Septic Tank ' i rk,. Type of S.A.S. A2.1,SP 4 a ,.W Sn5mw of m,4- �05
Description of Soil S4, 2A {
Nature of Repairs or Alterations(Answer when applicable) I - c�Gp
bL2ll.,0 QtA0)&4t) 04 n9kMk E=1CiR ��S�Jb•9n /�
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 Env' n a and not to place the system in operation until a Certificate of
Compliance has been issued by this Board ealth.
Sign Date
Application Approved by Date ��—
Application Disapproved by ( Date
for the following reasons
Permit No. ��— �' 1 Date Issued t� ;L s ��
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application fouDis 1osal pstem Construction Permit
Application for a Permit to Construct( ) Repair QY) Upgrade( Abandon( ) ❑Complete System Individual Components
r «, a
Location Address or Lot No. g ( _y) )c.1,�- , vl �Owner's Namie,Address,and Tel.No. �L'C7 -�24)j_5b-gS-! t' p
' 4 r'�� '_ t �f��`�t,rl/�u��j0�bl�i f♦'15 lisp(�j�'••Lt7 Il���s'�AfJC�
Assessor's Map/Pardel�Sfj/�5 j �cw�"viE ••.}cy��' G'j°a�e r. l0 �,h1 C3S�
Installer's Name,Address,and Tel.No.SOS- :1 J6%4 Designer's Name,Address,and Tel.No.S6,5-34 P-•ySy/
bUnn ��c asSFfGcerrY,,ir�< <(5" ��!e)c�5(Jy+- r> `crsf�e�i +�,inc ���? h(ezi4>S�
1
�`�ii••c.,l-..N� r1.t i 115. M111�-• C.i3(r�IS� In rrv.. ��•.� •>• . r �4'� �1v'J S
e
Type of Building:
Dwelling No.of Bedrooms Lot Size /y, 23 sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.�required) (,60 gpd Design flow provided E<CpU gpd
Plan Date l if i.ra ra. ?1,-Z� Number of sheets r j Revision Date
Title lx�-ka._Jr ��a.i'�n k•a��. ��t f��1�f•�vE'_'�'� �tf^�. i� ? �' A '.
Size of Septic Tank C.AJCJ_�Vln 0• Type of S.A.S. `•f,-). .,P 14A,%4 -`Ry4A_f nf�<resOdni j
Description of Soil �; 01 1 s j 04P
Nature of Repairs or1Alterations(Answer when applicable)+1 n C.L LL:(�;2�I_N�r�^��r y� r�htA f tv)X
�n 4iJrH(A�4 R£'-,Ntn/R� tr�,t,�/�.tt�.�1"1 fM2/l�� P e\ i1�'I h �� �t�"P�``f-•tom k�J s �')Nlt.{�P)� !�' ;,t te�F�1f.I1�•'!k.k.�GQ �>�t..k'ls
-,q l✓d6ty &,qA u,.alG✓?f'_ �Ct97�! : �=, JDra'f._h k E!X r^,41?4 &,-I.1 9"-,o
Date last inspected:
Agreement:
Jf The undersigned agrees to ensure the construction and maintenance'of the afore described on-site sewage disposal system in
1 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 of Health. ` r
1 S�d �/�., ;, Date �5 ,
Application Approved by Date 4j- j j"2 —
Application Disapproved by Date
f for the following reasons
Permit No. 0 Date Issued t_r
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site/Sewage Disposal system Constructed( ) Repaired(e) Upgraded( )
Abandoned( by 80 r 4,1677
/eP
at kJ12t4 4 1?0i H, 14kV n P,,v / .+r?�7;t 4r/- has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer 6,rin �t t,! Designer '.-plt�an t_1cA0 t'►/rcl•�1.mamA,.0 1�1c_
#bedrooms I'� u Approved design flow y f�� 0, J gpd
The issuance of this permit shall not be construed as a guarantee that the system will fu ction/4as designedj. r
Date �.�,1�? Inspector J/ l-1;t �`--I•.5� -I
---------------
No. 01- Fee Of)-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal ,*pstem Construction i9ermit
sh'
Permission is herebyanted to Construct Repair U rade Abandon
�' () P ( ) Pg ..,� ) ( )
System located at f.f Xl!` ,,n iH; A lt-'_V11.a-v,.
is
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.
1
Provided:Construction'must be completed4ithin three years of the date of this permit.
Date L� '�" Y Approved by ^',`'�/Y j ✓,7
down cape engineering, inc. SIEVE SOILS ANALYSIS 85 WACHUSETT AVE, HYANNISPORT.xlsx
DATE OF REPORT: 4/8/2022
JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 85 WACHUSETT AVENUE, HYANNIS PORT
LOCATION: DCE TEST HOLE
SIEVE ANALYSIS WeightSample(Grams): 294.8
SIZE ;WEIGHT RETAINED %RETAINED % PASSED
' ------------' ---- (sum)- --- -----q--------------------------------------------------------------------
1" 0.0: 0.0%: 100.0%
3/4"-------- -----------------------------------------0 00%
�---------100.0%
•-------------'.......................-..a---------------------L---------=--------
! 1/211 0.0: 0.0%: 100.0%
-------------7-------------------------
-r---------------------c----------00.0--
3/8" 0.0; 0.0% 10.0%
#4 0.0: 0.0%: 100.0%
----------_ ..........................--__--_------------------------..___------
#10 14A: 4.9%: 95.1%
.........................
--- 92#20 .._-_-_-_-_-_---_-------------3_1.2%0_-4..- ---- 68.8%
...................._ l ........... _2-
#40 208.6: 70.8%: 0
-------------------- ----------- 6i
251 2' 852 _°--- =
#80 277.9: 94.3/; 5.7/
----------- ------------------------- ..........
#100
it
282.9: 96.0%: 4.0%
............................t
#200 290.4� . 98.5%; ___ 1_5%
-------------a------------.....-.------- -----------=---------;-----
PAN: 2924: 100.0%; 0.0%
SAMPLE: ; 294.8:
NOTE:TEST ON PASSING#4 ONLY,2.1% RETAINED ON#4<45%O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-1-b.(GRAVEL AND SAND)(UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE :
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% OK
#100 0%-20%° OK
#200 0%-5% OK
SAMPLE MEETS TITLE 5 FILL SPECIFICATION tNOFMq$ cyG
>98%SAND DANIEI.A. - s
RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN./IN.MATERIAL CIVIL o O VIL
NONCOMPACTED q No.96502
SOIL DESCRIPTION: MEDIUM/COARSE SAND p°��F�/STER�`��``��
�SS�ONAL tiaG
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it I �
MAY-05-2022 02:20 From: To:15087906304 Pa9e:1/1
: Town of Barnstable:
__._..,_._......._...
—......,..._;•
Public Health Division
. . .. .•: �• . .: . . tw gels'l ..irec... ._.....__ , ..... .. ,. .._..__
•- ' ��•-�— ' ' •Tlonas••McKes ;� • r•�-•:
....._ •• :-._.._.:.:_ •::eta'. .._.�__..._.,_.__. n- — — .---....... . ..........._... ..----......_. .. . ..._ ..._._..__..
200 Main Street,Hyannis,MA 02601
_..m- .:... .... .. 0-63
: Office: 50,84624644 fax: 508-79 04
In'ser&„Design er Certification p'orm
Sews a Pcrmit#.o�..'a .. .p®sessor.':i Map�Parcei 2_ :S
::.: .:•.Date: �^ g : U _ .
__,_ h•�� h�CP:�LnJ
Installer:. pi,�c!-n.er �t�riar+C.
_... _. Address: oI3 O U. UA Address: 4S'
.... yGll'Vrl•0 USG►, '�vr+; N1 A- aZ(o'-Yt
is t -
_.. ...... �.s.�, .. ..;1Jec o S• ,_.., wa.'s issued a•perm' " o install a
(installer) : . .
.. .....•.
........ ann�5 y
.:•.•.;....��:.__ ,: •: . :..,septic:system•at"'._S5 WQGh u5 e�- live- �1y geed on ad desig n drawn.b• ..• .•_•• . • ,
(address)
a.Qq ','Pt,.S dated _.. . ..
: (designer , ,
1:_certify that•the se tic's'stem referenced above was Installed substantially according o
P. ..y.
the design,"whi.c...may'include"minor'approved-changes such as lateral.relocation-o :t a _..:_.:......_:.
... ...... .,....__.._,.,
distribution..box and/or septic tank. Strip out (if required) was inspected'iiad the soils
were-found satisfactory,
.certify•that the septic stem referenced above-was installed with mal!jor'changes (i.e.
• - system "f tom onent
greater than•10 lateral relocation of the SAS or any vertical relocation o any. . .p
••------••---_••---_-• � of�the•�septic=9yetem)-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. :
T;certify.1that the's ate erericed above was constructed.in m e with-the terms of
the IW.a a er If applicable)
-OF 'i►Ugs
OANIEL A
OJALA
CIVIL '^
.., .,_... No.46502
' . (Installer 9 Signature) "• �� � •c�� •
FGIst6a'
G
Stamp Here)-PL
E RETURN TO ItNSTAH E BLIC EA TH D VY ION C TIFI T
C PLIANCK W1Kj;:= BKjSSUED UDITIL PU I B L A 18 N.
T
_..f ��o�ePIiAHEALTMSEw6R connec:lSBPTIC�Doefgner•CoAlnoedon Form-Rov al4-I3.000
SYSTEM PROFILE . MARKEDM W,► E NOTES
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS New 88
ACCESS COVERS TO WITHIN B OF FIN. GRADE VENT W/ CHARCOAL FILTER
" CONCRETE COVERS TO WITHIN 3' GRADE o eY o
2' PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING a
\ FIRST FLOOR EL 17.2' FILTER FABRIC OVER STONE
.'. 16.5' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 17.0 -19.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Smith
WATT:RTEST O'BOX FOR LEVELNESS -2PRECAST BLOCKS OR 4, DESIGN LOADING FOR ALL PROPOSED PRECASTPRECAST
M•�0 15.44 4"0SCH40 PVC MORTAR ALL RS UNITS TO BE AASHO H-2Q SoJa�
PIPES LEVEL 1ST 2' COMPONENrs INVERT IN 1.3.36' O
HERDS (I') SIDS 14.36' 5, PIPE JOINTS TO BE MADE WATERTIGHT.
10" EXISTING 14" a 1....
0
°°O°°°°° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
Wr TEE SEPTIC TANK" TEE *14.11't WITH 310 CMR 15.000 {TIn.E 5.)° ° °o °o°oc et
GASF 'O�o�n°+°o°� ��� °o°o°o°o S°°° °O°O 11.36 7. THIS PLAN IS FOR PROPOSED WORK ONLY ANOLocus
4' LIQ. ACME OR EQUAL)' 13.75 1NOT TO BE USED FOR LOT.LINE STAKING OR ANY o
:• ,.•.; <s• :.....:...• 6" MIN. SUMP OTHER PURPOSE. v
soo°e°ooeoo°o°o°o°a°o°oo°o°o°e°o°o°o°o°oo0 12" MIN. INT. DIM. L H-20 500 GAL. LEACHING CHAMBERS 13Y ACME PRECAST OR EQUALa
°°° "°"°"°°°°°°° " Nantucket
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (5) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4 PVC.
ALL AROUND PRECAST STRUCTURES
` 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: (SEE LEACHING DETAIL) 9. COMPONENTS NOT TO BE BACKFlLLED OR Sound
L COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
( X SLOPE) (-l_X SLOPE) OF HEALTH.
H-20 LEACHING
FOUNDATION-- EXIST- SEPTIC TANK 36' D' BOX 24' 6.3 BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FACILITY No GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233):AND LOCUS MAP
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF .ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE VERIFYING THE LOCATION OF ALL COMMENCUNDERGREMENT
& » '
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =2000 t
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS AT 1500 GALLONS AND ITS SUITABILITY FOR RE-USE. WORK.
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM REPLACE WITH 1500 GALLON H--20 SEPTIC TANK ASSESSORS MAP 287 PARCEL 75
LEGEND
APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY PROPOSED LEACHING FACILITY.
OF MINIMAL FLOOD HAZARD) & ZONE X (0.2
99 EXISTING CONTOUR BE IMMEDIATELY GRANTED BY THE BOARD OF 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PCT FLOOD HAZARD) & ZONE VE (EL. 15) AS
HEALTH AGENT OR BY HEALTH INSPECTOR
X 99 EXIST. SPOT 'ELEV. PAPERWORK AND HEARING REDUCTION PROPOSALS AND REMOVED OR PUMPED AND FILLED WITH CLEAN. SHOWN ON COMMUNITY PANEL #25001CO568J
APPROVED BY THE BOARD OF HEALTH REVISED SAND.
-L99}- PROPOSED CONTOUR DURING A PUBLIC HEARING HELD ON DEC. 10, 2013 DATED 7/16/2014
13. OWNERS ENGINEER TO PERFORM INSPECTIONS
198.4.E PROPOSED SPOT EL 2) ALL SYSTEMS THAT HAVE NO INCREASE IN NOTICE REQUIRED.
OF THE FINAL TALLATION. MINIMUM OF 24 HOURS
TH 1 FLOW:
TEST HOLE SYSTEM COMPONENT INSTALLATIONS PROPOSED ° EN wONM NO FLAGGED BY INDEPENDENT
•� i : ENVIRONMENTAL CONSULTANTS, INC.
MORE THAN THREE FEET BELOW GRADE WITH ►� i
2� SLOPE of GROUND PROPER VENTING (PIPED TO ATMOSPHERE) AND SYSTEM DESIGN.
WITH H-20 LOADING, BUT IN NO CASE SHALL
UTILITY POLE THE SAS BE LOCATED MORE THAN SIX FEET
BELOW GRADE. 5' REMOVAL OF UNSUI LE%SOI . REQUIRED r, GARBAGE DISPOSER IS NOT ALLOWED
' FIRE HYDRANT (DEPTH OF 4.64' REQUESTED) AR NO PERIMETER OF ING FACILITY,
Do To SUITABLE SOL REPLACE ;' EXISTING 6 BEDROOM DWELLING
NOTE: NOT ALL SYMBOLS MAY APPEAR W DRAWING PROP. VENT WITH CHARCOAL FIL AND MATH MED. SAND, TO T AUTION `
BUGSCREEN (FINAL PLACEMENT BY' SPECIFICAn S OF 310 CMR 1 .255(3) GAS & E CTRIC DESIGN FLOW: 6 BEDROOMS 110 GPD = 660 GPD
CONTRACTOR WITH HOMEOWNER `% LINES
CONSULTATION) , + USE A 660 GPD DESIGN FLOW
TEST HOLE LOGS
ENGINEER' CRAIG J. FERRARI, SE #13871
TIT A v o SEPTIC TANK: 660 GPD (2) 1320
INC
�� ' **RE-USE EXISTING 1500 GAL. SEPTIC TANK
WITNESS: DAVE STANTON l 10
DATE: 3/25/22 LEACHING:
< 2 MIN/INCH BENCHMARK: Q 4 `-_.__ 7 AND Q I SIDES: (130') 2 (.74) = 192.4 GPD
PERC. RATE = BOUND DH EAS
=18.5' NAVD88 n� - ,ti w S `\ o BOTTOM 632 S.F. (.74) = 467.7 GPD
CLASS I SOILS P# 22-34 i t I c> - i'�`ISEPTRIOC
'` ' I ��` s WITHIN �x , , TOTAL: 892 S.F. 660 GPD
ELEV. ELEV. , jA. -�` F<1o' WATER Et
i 2 I ,a +
18.3 18.2' USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
0" 0 1 I o
WITH 3.5' STONE ALL AROUND AS SHOWN AND 4' STONE
A BETWEEN OFFSET CHAMBER AS SHOWN
LS /L D VFW w
10YR 3/2 10YR 3/2 ; �-
24„ 24„ , O ,;: r / ,
MA
/LS /LS to I I 29' { EXISTING DWELLING .�x, `� "O APPROVED DATE BOARD OF HEALTH
1OYR 6/6 10YR 6/6 i 00 TOF = 17.2 $ `
., , ; TH1 ,,!. 1 0 + ` 1 � `�� MAP 87 PCL 7
Q
36" 15.3' 34 15.37 s 0
G _ 14,0 S.F. TITLE 5 SITE PLAN
�-,
MS MS { o + t 1 ~ OF
,,
50„ 7.5YR 5/8 14.13, 42„ 7.5YR 5/8 14.7' { � `
1 '4 \ `, �j�OF A �85 WACHUSETT AVENUE
,t �5 _ . \ r s9°� HYANNISPORT, MA
C2 - C2 GARAGE ►-1 DECK •+"" � o DANIEL �
SLAB y 3 p --- I ���" �Mq s A
/SQL �SiL 180 41.0' \- �~ 1.�_G)-L ��DA ELA.9cy� E OJALAO PREPARED FOR
78" 10YR 5/3 11.8' 60" 10YR 5/3 13,2' 1 �tHo N� °esgs 1 v RL Y
JULIE HE IH
;?
� �� �E'ik ° OJALA
DATE: APRIL 5. 2022
C3 C3 0S) eN
SIEVE o o N .
t
No:409t]^
MS MS N �o:�F arc �� f °F�ss��/�f off 508-362-4541
UNSUITABLE �Fs G'STE SURVE°' fax 508-362-9880
1 OYR 7/4 1 OYR 7/4 S�ONAL e I
SOIL downcape.com
28.2 �lowe c$toe engi�eeriag, i�►c.
144" 6.3' 132" 7.2' 1 civil engineers
NO GROUNDWATER ENCOUNTERED .
Scale: 1"= 20' . /and Surveyors
939 Main. Street ( Rte 6A)
LEACHING DETAIL DATE DANIEL A. OJALA, P.E.. P.L.S. YARMOUTHPORT MA 02675
BICE #22-050 0 10 20 30 40 50 FEET (N.T.S)
22-050 HERLIHY*.DWG