HomeMy WebLinkAbout0206 SCHOOL STREET - Health 206 School Street
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A= 020-140
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/�, TOWN OF BACRNSTABLE
LOCATION 2®tO �G Ir 100- C�� SEWAGE #
J VILLAGE N lam(. 4— ASSESSOR'S W & LOT r
INSTALLER'S NAME&PHONE NJ ,
A I I�j68-�33'�89q
SEPTIC TANK CAPACITY
LEACHING FACILITY: (typ Ze)
NO. OF BEDROOMS
BUILDER OR OWNER hk pin
PERMITDATE: �` Q II a 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
Addl+j0r)
RoNT P
4 _ 0 � s -
.x
No. 1 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS *es
PUBLIC
01ppYication for �Digo!6ar 6p6tem Construction Verna
Application for a Permit to Construct( ) Repair( ) Upgrade/'Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. � �X�t1(�t� S 1. 66 f(�►-� OvKg s N�a nj Qld es and Tel.No. �'i� � J5 71
LC+,)v Ir,- 1rJ
Assessor'sMap/Parcel do _C4W �. (644 W-4 QZ35—
InsftNtddle and Tel No. D ner's a(5,AVres el.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size CIPICW sq.ft. Garbage Grinder (10P
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures Design Flow(min.required) 3?U gpd Design flow provided 3V5 gpd
Plan Date y�S�� r Number of sheets Revision Date A
Title { J/�L K S�S� 14r a v�Xo Scw KMVA_1 in iG uStn
Size of Septic Tank Type of S.A.S.
Description of Soil i
fL (A Y)
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 Environnjental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of lth.
Signed Date
Application Approved by Date
Application Disapproved by;_-,*-
Date
for the following reasons
Permit No.2011_ /52. Date Issued Jr f'? 1 i
.0...':....r:�. .-.:,:�b..�r.._,... ..,,..:,...a. _:. ..., -.— N^,:xr",r""'..r.�.,,a„r,uv'�:-:+k�+�c .�,.. �;.•�' .i•-rti::.�� }, t...J;,r..,n.:.r Mom+..,v. .. -.. 'r;.s„-^
20 I I,^ f•2 �� � .�' . .� _ � �'�
No. I5 E. r Fee
THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ,Yes
2pplication for Mioonl 6?5tem Construction Permit
Application for a Permit to Construct O Repair( Upgrade M Abandon O ❑Complete System ❑Individual Components
Location Address or Lot No. �[x.\ I'. (p T 0 Oer's Tam ,Addres and Tel.No. -SZ�- /71
��I Yh 'Sc,�,
Assessor's Map/Parcel 00 .. JL�C7 �� Sc�Cr�S�, t!UI y�i S\7 Cj�3-5'-
lnsta
fts.,NIft Add ,and Tel.No. Deed ner's N res el.No.
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size ,(Yet sq.ft. Garbage Grinder (IL)? !
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 S U gpd Design flow providedi gpd
Plan Date �--� /"/-S • �� Number of sheets, J Revision Date
Title I Irs� S S��c �cY, cr v SC 0 .;� Kr KrGY)�cl iC kcrSC.�
Size of Septic Tank Type of S.A.S.
Description of Soil
c� (n Y)
as
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: :�•
Agreement: i I ''f Cf
The undersigned agrees to ensure the construction and maintenance of the'afore ndescribed on-site sewage disposal system in
"^accordance with the provisions of Title 5 of the Environ ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of lth.
Signed Date
Application Approved by Date
Application Disapproved by-. Date
for the following reasons
Permit No. Zn 1 l' 152 Date Issued Jr i r 1
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO.CERTIFY,th the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by
at _ has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 76►t— rfJ Z dated
Installer Designer
#bedrooms Approved design flow 3310 gpd
The issuance of this permit shall not be construed as a guarantee that the system wf d` fl u cfron 's, igi ed.
Date Inspector 4 �1
;————————G—————————————— —————=—————=—————=——
stp
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
K Migogal *pgtem Construction Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( )
System located at _Z06 5Gr100L S'T. CCrrL",N'f A4/
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:Const ction must be completed within three years of the date of this err it.
Date S ,7c
// Approved by
FROM :down cape engineering inc FAX NO. :15083629880 Rug. 12 2011 01:43PM P1
71
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Y![. •"r� 1 i'I�OJL]Ilgt�SDI. ���fri$Q`•I�'y EJQ�"IF:A'.P.O�Ii'
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290 Maiu Si Tmlty H�antmns,P7iA.07.60 8
i3111co: 508-867.-4644 'r'ax: �0,1790-6304
�itt�ita.lDek R� 1�x.9�)lep•.�`.m'itrni�mactprs��fl t�i'UQ n=6
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(�rl wgs i.sm ed s-i?tm-ii t to ins,-Ld1 _t
Septic�y:;Lem at �� 6 �f��l UU( hu:,ed ou a dr".sign drawn by
l / (address)
OL
�b 6(4'�
(dem
'r. � nve w� . a; o1�iif cert.Cy dint the SOPTtc 7 '.e eral]ced . _ .t;
the desist, vvLc)_t u.-ay ir.chide mi•cio.r. appi� oved changes such as latualZ(Jo(.�itlou'dtli�
His7ihij.don hox andor scptir..tE uk.
I cetqfy 'ibaL [lie :uplic., systi tm rdorcuccd aboya was L15talled 'With ma-or chayl9 s (i.e.
grc.,ntt:r'.I•tar-t Iff lateral relo.t,iion of(he SAS' or anv vortical kelocatin.n.,-.)f any c;nmpouc ztt
,)P the. ic: sys em.) but in,acco . a e wi;Eh i S- to�r Leal Roplafions. !yl:att revision.or
ce K.cl US�"I-aill:I, pie ,..to.foIImv,
� �N OF ALgS.V
OJALA
(Yost€illr:r's '�.t}�'oa.tz IT•e) CIVIL c"
No 46502
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Do"si;rlle:r's Stamp,Herr"°,)
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t Q�1bDE's t_FaYdd:r � �,� .i'ai'v_t' !6)t o:�y 'II.R�:6D TJ.I`t.tl3, ii(DIT:U_ TMS FO'.RTYJ( AND kS-BUJLL'j..CA10) AAF.
THANK YOU..
(�:tirsltjjSrplicl!�BSigilei CrrtifilraiiatPmm 1-26-04.uoc
1�#Town of Barnstab�� _ 13 � 3 1
OREro
., �Departlnont of Regulator Services
Public Health Division Date
Rt1� 200 Main Street,Hyannis MA 02601
tj
Date Scheduled_ ( Time V FeePd. G
* Soil oil Suitability Assess nefi fio� Seipa q Dffsposall '
. Pcrfonned By;' � - �� ���L__—_— Witnessed By: -
LOCATION &J GENE RJL UTF ORMATION u /
Location Address �Q 6 fps JL` Owner's Name A A
Cowl � , Address ei1NNe
Assessor's Map/Parcel: ,6 ac aw e
Sa 6 - �
NEW CONSTRUCTION REPAIR Telephone ff C CF) j /
j,V1 Land Use ���,�..,r~a Slopes(%) 1'v Surface Slones Mw-^�
r� 6low �I r �
Distances from: Open Water Bod ft Possible Wel.Area
y ft Driuking Water Well
Drainage Way Ft Property Line (;?(�FL Other tt
t)
SKETCH: (Street came,dimensions of lot,exact locations of test holes sc pert tests,locate wetlunds'in pracirili y to holes)
�. t dl,,
i/r!!0
l+ t-sa
Parent material(geologic)_�� h(/Q�'� Depth tp DecU'uck
Depth to Groundwater: Standing Water is flole: /IiUK-r' Weeping I'I'0111 Pit Nor
Estimated Seasonal High Groundwater
DETE I HNA`I ION FOR SEASONAL HIGH WATER TABLE
E
Method Used:
Depth Observed standing in obs.hole: In, Depth to 5414 nlmtl.�f:
Depth to weeping from side of obs.hole: l!J, OroulldWuler AdJuslment,� ft.
Index Well N Reading Dale: Index Well level T „„. AdJ,fttetot' Aaj.(1ri?u11[1Wuter UVal v
_ IP ERCOILA-TI.ON TEST �N)ntta A'1►11m-.U�
Observation
Hole 1f � - _ _ � Time at 9"
Depth of Perc Tlmp at 6"
Stott Pre-soak Time @ (/ w Time(9"
End Pre-soak
Rate Min./Incl1
Site Suitability Assessment: Sile Passed_ Sitg-Failed: Additional Testing Needed(Y/nl)
Original; Public Health Division Observation Hole Data To Be Cotnpleted on Bacic-
*"It percolaltiou test is to be conducted vvitiii➢i 100' of weila nd9 you must first Uotify tXIC.
Barnstable Conservation DiV1Si411 at least 011C (1) Week prior to begh][11.111.0g.
QAS CPTICPER CFORM.DOC
-OBSERVATION HOLE' LOG
Depth from Soil Horizon So Hole �'
5urf�ce(in) Soil Texture Soil Color
(USDA). Soil Other
(Mansell) Mottling (Structure,Stones;Boulders,
/t�-/G L Con iste c % ravel
7/
------------
Depth from Soil Horizon HA7.1e
(USDA) �^
Surface(in.) Soil Texture Soil Color
Soil
Other
(Mansell) Mottling (Structure,Stones,nonlders.
Consistency %Gravel)
~�U r
1zed
yo 12,
DEEP®RS1ERVATION H®LE
Depth from Soil Horizon �®�
Surface ' Soil Texture
(in..) Soil Color Soil ----
(USDA) (Mansell) Other
Mottling (,Structure,Stones,Boulders.
Coasistrilcy,%anvelt
--
—
------------
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Surface(in.) Soil Tcxture Soil Color Soil
(USDA) (Mansell) MOttlln Other
g (Structure,Stones;Boulders,
Consistency °k Oravril
Mood Insurance Rate Maw
Above 500 year flood boundnry No Yes
within 500 year boundary No Yes '
With in 100year flood boundary No Yes .
Depth o, [Natural➢y 0gilirriV leirvlous Materfal
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for.the,soil absorptiein System f _
It not, what is the depth of naturally occurring pervious material? '
tCe¢'te��ca�ion .
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 required training, expertise and experience described in Vo CNIR I5.Oi7, '
Signature °
Date������r .
Q:1sePTICU'ERCFOaM.DOC
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Anr)IIQN-C., FRANK MLCHEISQN
Bruce Pev .�..�4•,�o- ...w
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742 773 _2D6 6G4r-70L STktt-T:QaTU IT,Nu.
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SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS APPROX. NGVD
(OR TO FINISH GRADE IF UNDER DRIVEWAY) 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE O
TOP FOUND. EL. 36.4' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING
33.3' 2X SLOPE REQUIRED OVER SYSTEM 34.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM .75' OF COVER OVER PRECAST
o�
PRECAST H-20 8" MIN. DIAM. BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TYP.) H-20 D'BOX PRECAST RISERS UNITS TO BE AASHO H-2&
2'0 4"0SCH40 PVC MORTAR ALL H-20
._ *: 5. PIPE JOINTS TO BE MADE WATERTIGHT.
PIPES LEVEL 1 ST 2' COMPONENTS o a
• ENDSJ (NP') 6 SIDES 31.26'
' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE s
*34.9 10" 1500 GAL H-20 14. 10- 0-*
° °°°°°°°°°°°°°°°°°
' TEE SEPTIC TANK TEE O ®�® ®®®® 0 ®®0 WITH 310 CMR 15.000 (TITLE 5.)(EXIST.) 32.15 31,g ®®�®����� ®®®®aa��a�a 7. THIS PLAN IS FOR PROPOSED WORK ONLY ANDSchoo/ `�
o o o o ° ° ° °00000000000° 6" MIN. SUMP O ®®ooaoao�a� 0���0®®OO®®� ;OoO00000 NOT TO BE USED FOR LOT LINE STAKING OR ANYGAS BAFFI_E::' °°°°°°_°°°°° 12" MIN. INT. DIM. �i �®MaaaMEj®�C� ®®0®O®�®��® °o°o°o° Lo4' LIQ. LEVEL (ACME OR EQUAL) ; 30.54' 30.37' :°0°0°000 28.26
OTHER PURPOSE.
''`''- ' •'' ' ' " 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
J°O 0 0 0 0 0 0 0 0 0 0 0 0 0 0'O,O O O O O't
°°000000000,°,OO,°o°°O•°,00000000°or°,0,°,°0 o,°,°O°0°�°0°�°0.000004 L H-20 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR
ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF
OVERALL DIMENSIONS-TO OUTSIDE OF STONE: 25:0' X 1283' She// 6j
6" CRUSHED STONE OR MECHANICAL HEALTH .AND PERMISSION OBTAINED.FROM BOARD e��
COMPACTION. (15.221 [2]) . (0 OF HEALTH.
( 9'$X SLOPE) ( .7X SLOPE) ( 1 X SLOPE) ♦ 19'}
3 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
FOUNDATION 28 SEPTIC TANK 36 D' BOX 13' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
FACILITY 23.8' BOTTOM TH-2 OVERHEAD UTILITIES PRIOR COMMENCEMENT OF
* �y 16.42 TO NO GROUNDWATER FOUND WORK. NOT TO SCALE
THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BVW .,
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ��� (G-W EXPECTED EL 9t) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ASSESSORS MAP 20 PARCEL 140
� SHALL BE REMOVED 5' BENEATH AND AROUND THE
\ LEWIS POND PROPOSED LEACHING FACILITY.
,79 �8 �� 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
\ AND REMOVED OR PUMPED AND FILLED WITH CLEAN
�o ` �. SAND.
LEGEND `�'' /
DODO• WATER ELEV.
99- EXISTING CONTOUR 15.7 SHOT x 8.70
�s 2R
x 99•1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR \•. 2� 26 BVW �4
��•
BVW
99 PROPOSED WORK LIMIT `'• 28 � CK 12�3°
PROPOSED SPOT EL. LINE OF STAKED SILT •�� ?9 �' SYSTEM DESIGN.
TH1 FENCE 3
N
TEST HOLE 3 ``��'` Q•68 W N f
YYY ...X1 LA GARBAGE DISPOSER IS NOT ALLOWED
C.O. PROP. CLEAN OUT 32 �\ 9.63 G�2 N
100 Exls . C'
Q DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
) UTILITY POLE x 9e 1 CESSP00 � 9 EO �
USE A 330 GPD DESIGN FLOW
THIS PORTION OF NOTE 12
FIRE HYDRANT ADD'N ON SONG �• SEPi7C TANK: 330 GPD (2) = 660
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING �,• TUBES HERE 34 I x 33. ''•� ��
� � . USE A 1500 GAL. SEPTIC TANK
�
G SES \•,' x 34. 2 34 x .27 • ` LEACHING:
4. 35
TEST HOLE LOGS •��.. 3 ��.,. �" _... - SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
35 � �
ENGINEER: ARNE H. OJALA, PE, PLS ADD N. �., o� Ire �`x 4.2 `�o ���\ BOTTOM 25 x 12.83 (.74) 237 GPD
WITNESS: DAVID W. STANTON, RS ..,� x 5.23 34.12 ` �' ��29 42
TOTAL: 472 S.F. 349 GPD
DATE: APRIL 4, 2011 3 ��,, x 34.6 x 4 \ 32 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
PERC. RATE _ < 2 MIN/INCH � ��' DECK `33
WITH 4 STONE ALL AROUND
CLASS I SOILS P# #13231 5.97 / �., ( 33.54
ELEV. ELEV. x 31.16
6 i C.O.
36 N EXIST. GARAGE
I�1
p" 34.0' pq 4 33.8' x 84 3 C.O.
�•.
EXIST. DWE 15 MA
°� TOP FNDN.� ^ •�°..�FSEr APPROVED DATE BOARD OF HEALTH
FILL FILL ryo� .18 ELEV. 36.,V 34.7 O 034 O
q q 0
A/B A/B 35 35 70 1 O x 33.40 ti
LS LS /x 4.55 32 33.75 TITLE 5 SITE PLAN
10YR 2/1 10YR 2/1 x 34.72� � 033.39
14" 14" BENCHMARK: USE OF
J N 33.15 CORNER OF LANDING AT
E E 33.30 ELEV. 36.4'
Ms Ms 3 >>.o• x 3 28 206 SCHOOL STREET
1OYR 6/1 q 1OYR 6/1 6V TH 1 33.02 COTUIT
20 20 UTI 33.19
B B TH 2 0� 33.1 A E PREPARED FOR
LS LS 48 7 04F' FRANKLIN MICHELSEN
10YR 5/6 10YR 5/6 33.36 g3-
42" 30.5' 42" 30.3' 'i 33 ) C ^ APRIL 5, 2011
/ � 0 33.38 x 32.9 ��SH OF
Pp� C C 86 0
off 508-362-4541
/sC 0 w o�� fox 508-362-9880
CS CS yO \ CAIEL A �� o DAN N q�yG I downcope.com
/ 33.71 LOT 20 ALA A. On
120" 2.5Y 6/6 24.0' 120" 2.5Y 6/6 23.8' ` s�` 33.5 4 20,000 t SF � 0. 40N 9
down cape engineering inc.
RFF 38 Tea F civil engineers
NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' 3.51 �� e land surveyors
uRVE 9,59 Main Street ( Rte 6A)
1_060 0 10 20 30 40 50 FEET \ DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675