HomeMy WebLinkAbout0050 LAFAYETTE AVENUE - Health ,50 Lafayette;Avenue
Hyannis
�A 287 039002 -
I
TOWN OF BARNSTABLE FG
LOCATION 4 /22 y SEWAGE #2a®d'D 3 7
VILLAGE ASSESSOR'S O ASSESSOR'S MAP & LOT2,9,-03ZOoZ
INSTALLER'S NAME&PHONE NO. 77
SEPTIC TANK CAPACITY y ga
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS �I
BUILDER OR OWNER__ `d' /L6 h.A4f S
PERMIT DATE: 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
r
t
. Dv
No. ?� ��O Feet/
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
0.ppricattou for �Dtgaal bpztem Construction Vermtt
Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) X Complete System El Individual Components
Location Address or Lot No. SO La f a a 4�_ Avewve aOwner"s Name,Address and Tel.No.
,,J ort c c To`ac -,
� WI1L'Assessor'sMap/Parcel Gva� dui�41.n P,o . �re,x 33S
i
vv%A,e Z 8'7 FC L 39—2 n 11 07.o
Installer's Name,Address,and Tel. Designer's Name,Address and Tel.No. 505-4Z8—Sf3/ exI-/3
$®r7v1-v,P-7i c//�hc�7 �P A .W ilsc� ,PC-,
8/2 I77.,- M4 OZ_6s.5
Type of Building:
Dwelling No.of Bedrooms Four- Lot Size 17 '370 sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Ho a oJ/herd►-Crrn gallons per day. Calculated daily flow 44-0 gallons.
Plan Date 111716 Z- Number of sheets en29- Revision Date
Title S as S 4 5 lz, 50 6,4-W l.k Ave
Size of Septic Tank ISern rIIC.", Type of S.A.S. Aeac,4!7 CGta,�lx.�r 3S'�X�2'KZ�
Description of Soil keja_^ J-o sc, 1 Lem,e k^ 12 i c, , P_ 10 (4-S
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 Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue Bar of alt
Signed Date D 2
Application Approved by Date Z e 2
Application Disapproved for the following reasons
Permit No. W0 2—O 3'`7 Date Issued zvo 2- <�
No. -210 2 " o 3 Feel L�(J• //
Entered in m ✓co uteri
THE COMMONWEALTH OF MASSACHUSETTS p
61 Yes
� IBUC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 1
Zipplication for Miopogar *pgtem Conelruction Permit
Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) D Complete System ❑Individual Components
Location Address or Lot No. SO (..a f aj,4,_ Av cv%vr— Owner's Name,Address and Tel.No.
^� �'t`r.vlis Dort Lc.,cc-r Tv-rctj 'Mm,-a.
N11 Assessor'sMap/Parcel 57 Csray}vK A"I P.0 . twit 33S
mrap 2 7• tict_ 39-2 t py.,t MA QZ&.47
i Installer's Name,Address,and Tel..No. -y- Designer's Name,Address and Tel.No. SU&-<12f1-5/3/ cxt l3
$®r TD i�� r
.�Zh,2ku., A •w i l so., ,PC--
8/ ,� s � Ds 0////C end oz�ss
Type of Building: l
Dwelling No.of Bedrooms_Four Lost Size 17 370 sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures hr=
g g p�er�.,y p y q � gallons.
Desi n Flow ! L1¢c�rorA1 allons da AGalc fated daily flow
Plan Date 4//Z/6 Z' Number of sheets Revision Date
Title 'Sy c Sticky. 9"(9✓1 - $O !„6-1 4,t Jjt Auc.
Size of Septic_Tank 15(�7n G0J1C,% Type of S.A.S. Xe�,kV CGrm..4.,. 3-5"X1Z'1r-e
Description of Soil; 12c_kr A-r.) So, 1 Lo li o,,, r2 i r,,r P- 10�(4-S
a
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 Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issuejbjy this B ofealt
Signed Date !!
Application Approved by< Date Z`i e 2
Application Disapproved:for the following reasons
Permit No. Date Issued Z-
t ,
r --- ----------
THE COMMONWEALTH OF MASSACHUSETTS
BAR NSTABLE,'MfASSACHUSETTS
Certificate of Compliance'
THIS ISE7,q
, that the On-site Sewage Disposal-System Constructed( !/)Repaired( )Upgraded( )
Abandoned( ) h /�
at O L I e 2tP 4�12/°� S Kas been constructed in ac ordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2W 2-0 37dated /Installer i Designer
The issuance of this permit shall not be construed as a guarantee that the%syste ill function asA • ned
Date ��- (� �-- Inspector ` 0,
---------------------------------------
No.
7•.d 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
'igo!5a1 pgtew-Construction Permit
Permission is hereb ranted to ConstructRe air Upgrade Aband n
Yg ( ) P ( ) Pg ( ) o )
System located
r
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:Construction must be completed within three years of the date of this permi
Date: 2 Co2 Approved by
J
r Town of BarnstableFlo,
/ Department or hlerimi,Snfety;atnd Environmental Services
,af,I"ME Public Health Division Dale
367 Main Street,I lymmis MA 02601
nAaNSTA0LP
AtAR9.
°rfp ,+" fete Scheduled ZC*' rinse Lo:CTo Am hee I'd. too
n Soil ,Suitability Assess»tent fog• Selvage .Disposal
I'crronned 13y:w'-wx" �i�s�rl ��. 1Vilncssed By: V
o ;.LO,Cf1,TION Vie: NE;tZAL' INY0104A'.I'.ION
ti Locaon Address
� SO L.o•��c�d•G /itit,t�A,c, Owncr'sNalttc 4+nco .ts4a.n
v El7atnt.�ls �* Address V,0111ne 335�i ,ab»rs �arE,
✓✓ 0"44
Assessor's Map/Parcel: MAP Zj?' 1-jr 39-2. Engiticcr's Name $/=w (ski/sue
AIM-
NEW CONS AUCTION I✓ Rr;PAlit telephone N 504-42�-51a 1' ctef�3
Land Use —}�Lgf CL&t,%hP-I Slopes("/") Stir race Stones
1 —
Distances from: Open Water Body Il Possible Wet Area ►t Drinking Walcr Well Il
Drninage Way R Propctly Linc Il Other Il
SKETCH: (Street name,dimensions orlot,exact locations orlest holes R pert tests,locn(c wetlands in ptoximily to holes)
'-
ta
aM •��`CRASS•-
SCAPE
LA
DECK 44.2 EA .4
W OD FRA�
? f.('..�4j/5 SA 10 x48.7� q_-,x47.1 x47.I
HEDCE
Tar Pit
GRASS
I \� ORIVE WAY
`Y 1 ♦ 1 /
Cw EOp "'L,
C� \ `\
1 \•� CRASS
N '� x41.h^ `\♦ x43.5~
Rar0.5
REOCES
^, N 531f'14'W
Parent material(geologic) 614c-t4.1+ 04 t' Depth to.Bedrock
Depth to Groundwater:'Slandhtg Witter in Ilule: Weeping from I'll face
rslimnted Seasonal I ligh Grotindwaler
: :::::::::':::i::::...........:.........;..,.�.....:".:::..:..�..:...............�.; ..........;..:.....NA
. ....t :"Y.. .. �..�., �
lll! >✓�2NXxNNAL lx1G1z '�� ATtit, �13LL
Method Used:
Depth Observed shading in ohs,hole: in. Depth to Soil filollles:
Depth to weeping from side of obs.hole: in, Groundwater Adiusuncnl
— Index Well N_ Rrndiite Dale:` _ Index Well level __ Atli. rnclor Adj.(irvml;hvntei I,e cl
j.
')✓X2CO3JU 11.0 No
sT77,
Observation
I ole N .'i 'I'hne it 5" /D!?O
Depth„orPerc' + Gb ~ Iinte at 6" /O: r
Start Pre-soak Time® .
End Pre-sonk
Rate Min./Inch css� _ s
Z.)»�/-
Site Suitability Assessment: Sile.Pnssed (/ .; Site Pnilcd: Additional'I'csting Needed(Y/N)
Original: Public llcnith Division Observation 11ole Data To 13e Completed oil 131cic j
Copy: Applicnia
n
. ...., . _.
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
Surface (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency. Gravel)
Ja•.�/ !e Y'2 s/b
I
] , U oleSV�BE;MA J
... ' . .....H
Depth from Sbil Horizon I Soil Texture Soil Color Soil ttli Other
Surface(in) (USDA) (Munsell) Mong (Structure,Stones,Boulderes.
Consistency.°
t
....:
:>>:::: . .aYiItVA'� CyN .UL .LO .....::,..:
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface{in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
i e Gravel)
DEEP OBSERVATION HOLD LUG Hrl >#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Collsialgacy.°
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes i/
.. Within 500 year boundary No: f% Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? ek-a
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on Agri_/ 1195 (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 310 CMR 15.017.
Signature Date
L D A
ARCHITECTS
t
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SHADED AREA — 9JLI W—I v
NEW CONSTR CTIDN C
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D Hyannis, MA
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4 TOWN OF BARNSTABLE FG
LOCATION �� �A�/� �� �� SEWAGE #242A) 0 32
VILLAGE ASSESSOR'S ASSESSOR'S MAP &
INSTALLER'S NAME& PHONE NO. riz
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) L vt '-r'CYL (size)
NO. OF BEDROOMS �I
BUILDER OR OWNER �6
PERMIT DATE: a COMPLIANCE DATE: 3-° )-0 2
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
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Leaching '
LEGEND Design Schedule ELEVATION g Area Requirements
qrements
EXISTING PROPOSED
EXISTING FINISHED FLOOR 47.7
Edge of Pavement FINISHED BASEMENT FLOOR
4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD
- --
-- _ Sewer Pipe FINISHED GARAGE FLOOR
-- ADDITIONAL 50% FOR GARBAGE DISPOSAL __NA__GPD
e
Water PI w
p SEWER INVERT AT FOUNDATION 45.1
rain Pipe
D p
• -------------G PERC RATE - <2 MIN. INCH CLASS 1
Gas Pipe SEWER INVERT INTO SEPTIC TANK 44.9 --- /
Manhole Cover -
,.� Ma SEWER INVERT OUT OF SEPTIC. TANK 44.6
Catch Basin
LIAR 0.74 GPD/S.F.
SEWER INVERT INTO DISTRIBUTION BOX 44.4
=
N� Water Gate H
S INVERT
Light Pole EWER E OUT OF DISTRIBUTION BOX 44.2
9 MIN. LEACHING AREA OF S.A.S.
Utility Pole SEWER INVERT INTO LEACHING SYSTEM 44.0
Contours 200
C BOTTOM OF LEACHING TRENCH 42.0 440 GPD 0.74 GPD S.F. -
$ of Grade
/ / - 595 S.F. MIN.
P
WATER TABLE none observed at El. 36.2 --
Test Pit
PROPOSED SYSTEM
449 GPD W LEACHING AREA OF
! 608 S.F.
F
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ems. `. �•.,,,,` ", : .. :.
GENERAL NOTESORAyTON .
1
4 .5 -9
_ 52.3
ON 6,
_ _ --
81 59a08 -E,_... Z
ALL SYSTEM COMPONENTS SHALL BE INSTALLED N
1 ACCORDANCE WITH
p -
TITLE V OF THE STATE SANITARY CODE DATED
V• 1 _
,w �. ,---- .-85 � MARCH
_ _. ._ ., O C 31 1995 & ANY LOCAL RULES APPLICABLE
_ _
51. WI
-.,. GRASS __ ._.. _..� _
# _ 3- MIE
-,.. ,STEPS
- _
_ _ I 1 .. ANY H A.
C ANGE TO THIS PLAN MUST BE APPROVED_ N PAVEMENT ._ _ ._.. ._ ED !N WRITING
TBM PK NAIL I
•�-.
BY BAXT R NYE & HOLMGREN.
43.08 r ...
E
@ ELEV. __ .,�..
4
SCAPE AREA
, LAND
µ.
_ __ WASHING
G WHEN
'-PECK ,. _... : __._,._ E CONSTRUCTION
_AE .,..�, ..._._ . SHIN S UCTON IS COMPLETED PRIOR TO BACKFILLING
E , WA / ,
44
.2
.4AVE
6 _ A
NOTIFY THE ENGINEER
EER & BAR F
�47.3
BOARD 0 HEALTH AGENT
EL. .,
Ma ie
3 6 ,� ..
FOR INSPECTION.
,
_
, l ETT
S
!
l _
8 F OUN ATI N- , D 0 ELEVATION M t 0 UST I
l BE CHECK W! CHECKED WHEN COMPL
ETED.
1
4
t 0 :FRAME ,WO 0 �
\ \
\
!
.. -. US MAR THESE ELEVATIO
NS MU
ST NOT BE CHANG
ED WITHO
UT WRIT
TEN
y
• �, APPROVAL
A 0 L BY BAXr R
NYE\ E H M
! � ,STO
NE
.. OL GR N
S
�. NOT TO SC
_. . �. � ALE '
46.7 X-
.. 7.T 4 47.7
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_ ZONING DISTRICT. RF 1 AP A, & ASSESSORS MAP ' 287
,
> 4 r
ALL SANITARYDISPOSAL,. •,t ,. `, SYSTEM PI
PING IPIN T, G 0 B 4,f . E SCH. 4
\, 0 PVC.
ti
, � r SETBACKS: FRONT
C S. 0 30 PARCEL 39-2
PROPOSED SE , r
Y
:. .
, . SIDE 1
� . x . >< ., E 5
t .
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t :�
, .r- . Min.
: J
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...._ *, r
. EXCAVATE AND REP A. . LACE ALL UNSUITABLE MAT
n_
MATERIAL SURROUNDING
.8 �< BACK 1\ .� r , B 5
t F
a t , , �
> o
SURROUNDING THE CHIN FIELD
LEACHING EL F, D OR A I TA
a
D S NCE OF 5 PER
4 >,
Q
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r
� � 1 3 0 CM 15.255.
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D A DD ITION
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12
.s> FINISHED GRADE
PROJECT DATUM. N.G.V.D:X _ is
\
..._
; \ \ \ \ \ \ \ \
PROJECTBENCHMARKS: REFER
R TO SITE PL
AN FILL 36 MA{. 12MIN:.t
• .. .. ........ PEASTONE
•
LOCATION OF UNDERGROUNDTI ITI
/
UTILITIES ES ARE APPROXIMATE AN
BUSHES
o
> T PI_ � TS T, E
H VERIFIED 1N SHOULD BE E ED THE FIELDBY THE
E APPROPRIATE R E
,t
4 3 T ,1 01 2
, .. H
a / /
,. EDGE
UTILITY COMPANY PRIOR Y U UTY CO 0 TO AN CONSTRUCTION.,,i. 3 .5
> f
.. 3
,. . . .l
W
„ .. 46.4
.
,
6 4
_
.1 , .4 ;I .
DOUBLE
x
_
EXISTING CESSPOOL MUST 8E PUMPED,
EO/ LID DEMOLISHED ED456 RESE ,: AREA WASHED STONE
.. .. a ..
,
. AND FILLED WITH SAND.
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PLASTIC ' LEACHING
ING GALLEY DETA I L
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43.9 v (J
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, IN:STONE
TBM ..DRILL.MOLE
D
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PROPOSED DRIVE WA ..; BOY ND 0 ELEV. 40.08v
D
Lafayette Avenue Lafa
PLAN OF LEACH CHAMBERS - 50 Y
® ®4 ® O o0
® 4% -
® ."- / <' N.T.S.
• �®� ® o . ® � Hyannis .Port Massachusetts
,.
O 1! HEDGES PREPARED FOR
_ ... _
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hitects
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Septic system Desi
gn
n
B H LM REN
TYPICAL SYSTEM PROFILE
FINISHEDFLOOR FINISHED GRADE as t SOIL LGS DATE. 1/09/2002
EL. 47.7 .ENGINEER. BOARD OF HEALTH AGENT:
=
Stephen A. Wilson David Stanton A
NOT To SCALE BARTER NYEH L o � & 0 MGREN INC.
TEST PIT 2TEST PIT 1 Registered Professional
.� FINI
SHED _G - -GRADE _E _0
_ VER _TANK
4 - G.S.E.GSE2 G. 5 stEngineers and Land Surveyors
FIN Y(SHED GRADE
BOX 46
1
.. ... FINISHED GRADE
ADE
0V ER LEAC HI NG TRENC
H
46.St � Ap 812 Main Street, Ostervile MA 02 655
3 mi .
SANDY LOAM
. Pone- 08 4 - - -
h S 28 9131 Fax 508 428 3 S
10' YR 4
70
4 SCH: 40 PVC
', 3
.. . . FIRST 2, TO BE LEVEL) .,
.,
(min) Cover
TYPICAL
_4 SCH.:40 PVC 9 n Coe
, )
s Min, 36max Cover
B
0
2 min
,
.. PVC or
SANDY LOA
•
. :.. 10 0 10.. � 20
I,(
ClCI TEES
s suMP 10 YR 5 6
.. GAS BAFFLE ,; ..
H. 40 P vc /
.. ,4 SC ..
1
er 1 8 to 2
ACCESS . . Y � �
. . CONSTRUCT
IN OVER LET MANHOLE :: .. . n
`. _ Peasto a 'SCALE 1N FEET
_., .. .. . . . . ,... LEACHING CHAMBERS
. , TO TANK TO AT LEAST .. ,.... �. ... : _ . , C-1
WITHIN 6• FINISH G
.,
...
..
Slope 0.0 OS (min CRUSHED /.
MEDIUM SAN
D
STONE REINFORCED C0NCR
1 YR 'S 6
• O • O
0
SCALE 1 -10 DATE. 01 11. 2002
4 -PVC
,,. • . 1..r .♦ •. : . "
- „
O O PERC ® 60 •
REV. DATE: REMARKS
MEDIUM SAND
D E EM RKS
M _ I N
RATE <2 M N
N
10 ;YR64
/
:BOTTOM- - 1
ELEV. .4 20
2.0
; 0
NO WATER ENCOUNTERED
5• MIN
1500 GALLON SEPTIC TANK
_
DISTRIBUTION BOX
A STABLE BASE
1NiAWING NUMBER
A LEVEL STABLE BASE
TO BE INSTALLED ON LEVEL
ON L TO BE INSTALLED j
f .
No Groundwater Observed _at E 3 .2 L 6
' PLASTIC LEACHING GALLEYS
H:\2001 2001 -103 Civil Des n 2001 - 103s .dw
JOB # 2001 - 103