HomeMy WebLinkAbout0479 LINCOLN ROAD EXTENSION - Health 479 Lincoln Road Extension
Hyannis
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l I TOWN OF BARNSTABLE
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LOCATION I " C��
VILLAGE A4017 1,f ___ ASSESSOR'S MAP & LOT 2 7 2 -, all
INSTALLER'S NAME& PHONE NO. Lc i nor)n
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) ()-)nU 4 u)JDn C�AM I- size)
NO. OF BEDROOMS
BUILDER OR OWNER r
PERMIT DATE: 5�- COMPLIANCE DATE: �l 0
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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No!�'��.�a✓%/��� Fee 5 0
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
s
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS
apptitatfon for migogal opgtem.. Congtruction Permit
Application for a Permit to Construct( )Repair( )o Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
479 Lincoln Rd. Ext. ,Hyannis Henry Camara
Assessor's Map/Farce
.a
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E Robinson Septic Service Daniel Johnaon
P O Box 1089, Centerville 804 Main St. , Osterville
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of BuildingRes;i d _nt i a 1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow gallons.
Plan Date4-2 2-0 2 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Sofl: c n a rc;P sand
Nature of Re]eVrs or Alterations(Answer when applicable) Replace cesspools with a
1 ,500 gal, tank, and 2 drywells, 25'L X 121W X 2 ' H
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 issueoky this Kar f Health.
Signed IV Date ".2.,
Application Approved b i Date
Application Disapproved for the following reasons
Permit Date Issued :—
�'-' ..
Fee 5 0
fit. a
`V pp THE,COMMONWEALTH OF MASSACHUSETTS Entered in computer:
` 1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Application for Mi5po5ar bpe;tem Construction Permit
Application for a Permit to Construct( . )Repair( )o Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
479 Lincoln Rd. Ext. ,Hyannis Henry Camara
Assessor's Map/Parcel
C
.+s
42
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E Robinson Septic Service Daniel Johnaon
P O Box 1089, Centerville 804 Main St. , 'Osterville
Type of Building:
Dwelling- No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Buildingetesidential No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 330 gallons per day. Calculated daily flow gallons.
Plan Date4-2 2-0 2 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil; coarse sand
Nature of Repairs or Alterations(Answer when applicable) Replace cesspools with a
1 ,�500 gal. tank, and 2 drywells, 25'L X 12 'W X 2' H
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 issueoky this oSard of Health.
Signed y 4 _ Date
Application Approved b 6 _It--1Z.0- Date
_r
Application Disapproved for the following reasons
Permit No. 0-,e Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
Camara BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(X )Upgraded
Abandoned( )by Wm,E. Robinson Septic Service
at 470 L9 nc of n Rd . Ext., Hyannis has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction PerZt'�'No:V— f � dated-,
Installer Wm. E. Robinson Sr. Designer p Dan JoIfAs'bn '
The issuanc f this permit shall not be construed as a,guarantee that the sys in ill fta tip,n as des ed.
Date Oy Inspector .
No. 1010 Z•_/, - Fee $5 0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS
Camara
Migpood *pttem Construction 'Permit
Permission is hereby ranted to Construct( )Repair(X )Upgrade( )Abandon( )
System located at 459 Lincoln Rd. Ext. , Hyannis
i
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 thi rnu't.
Date: '�'� /f Approved b
_ i
TOWN OF BARNSTABLE p
LOCATION ��ACa�o �`� SEWAGE # Do2� 6
VILLAGE thy? n ASSESSOR'S MAP & LOT - a
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /500
LEACHING FACILrIY: (type) W n0 k size)
NO.OF BEDROOMST
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE: �/ O
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
Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility (If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
Rl�hk s��, o� �o�se •
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0
36� .
}
1` I
J
S`
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at }i SM/01
- ,.-" NOTICE: -�
This`For>< 4-10 Be Used'For the Repair Offailed
: . Yams��y
se.�r�-: S P
x ptic
h
x PERCOLATION TEST AND SOILEVALUATION EXEly TION
s _ FORM
a
p t4^'10%' hereby certify that the engineered plan signed by me
:<
r dated—g bl�/I `'`` , concerning the property located at
Y•( 'Y 1 y i S
t
meets all of the - •.
following criteria _
• This failed system is connected to a residential dwelling only. There are no
commercial or business uses associated with the dwelling.
• The soil 4s classified as CLASS I and the percolation raie is less than or equal to 5
minutes;per inch. The applicant may use historical data to conclude this fact or may
conductpreliminary tests at the site without a health agent present.
• There is'no increase in flow and/or change in use proposed
• There are no variances requested or needed.
•' The bottom of the proposed leaching facility will not be located less than fourteen
(14) feet'above the maximum adjusted groundwater table elevation. (Adjust the
groundwater table using the Frimptor method when applicable)
Please complete the following:
A) Top of Ground Surface Tlevation (using GIS information) 3-
B) G.W. Elevation _+adjustment for high G.W. ("f)_ :3�8
DIFFERENCE BETWEEN-A and B moo'
SIGNED : DATE:
9
NOTICE
Based upon the above information, a repair permit will be issued for bedrooms
maximum. No additional bedrooms are authorized in the future without engineered
Based
system plans.
q:health folder:percexmp
�77-
VM
�,J
777
'o,
7 1
15W GAMON SEPTIC TANK
QUIVALENT)
MODtLTK-l5WtSHEACONCRETE) (ORE
oFINISHED SRADE
2C DIA
B, ohnson TYMIN) 24"DIA
24"DIA
y
'April. 9 Da6i.,
30 H
97.7)
4 SCH 40
S
FLOWLINE
4 CH 40 1(y 14
L MEL FILTER A oo
9`1 A, 10Y4/ m —SEPTIC TANK TO MEE 7
2711 Bow, joyR5/8 Sandy loam 41*SCH 40 TEE
2 GAS BAFFLE 310 CMR 15 23 FOR
4'LIQUID LEVEL REQUIREMENTS OF
SCH 40
No Observed ESHWT 1 4 WATER TIGHTNESS,
TEE
ETC
Ig w #4 ......
ALL VIALL SLEEVES/GASKETS
TZST DATA
SHALL BE CAST IN PLACE OR (MIN.)
6 C:) C. ME04ANICALLY
INSEPTED AT FACTORY. COMPACTED
CRUSHED STONE
STABLE LEVEL BASE
Date Apri 1 91 2002
<-3/4'Dw
4 A SEPTIC TANK DIMENSIONS: 10- 15"L X 5' WW X 51-H
(TP-1,
.20
DISTAIDUTION BOX
Depth 4ti
H 10
or z"VaTicus 4"SCH 40 0 U TLE T LAT EAALS
V DIStRIOUttON ROX To mtri
SHAL,L BE SET LFVEL FOR A
AtUACM(NTS or 310 CM" THE FIRST TWO
MIP114UM Or
Inv,, Out F(, tje)n (OiKift
t 1 Aq FEET AND CONNFC.T D 10
hv EACH DISTAieutION LINE
WTH SOLIO SO4 40 P4C PIPE,
Pt4c Tank N()IL CkLy MUSHED
ry W tT 41'DIA)
4 ry
Bottom Of "Dry Moll"
ASr
ACHING 0 FIY MILS U GALLON$
LE
L
Existln� COntOur 1NO"CROSS SECTION
L
FINAL 6AADF, Yt)AtITARILVED
FIN161 0 13FIADC(SLOPF
Tet Pit
IMIN)
nse levation H -10
Fr
LXA04JNG DAY WELLS 2
W'LX 4'10"WX 21 ill H '-1/4"-112"DOUBLE
s evation BFE
WASH PEA STONE
4
C= I== C= C= 4'
OVERALL LEACHINO AREA,
W 3/4"�1 I/2"DOUBLE
r—.0 r
25'L X 12'W X 7 H 24 lot—
""'WASHED STONE
G
LEACHING DR`YWEILS
Ovr e
Of1w
TO COMPLYWITH THE
REQUIREMENTS OF
310 CMA 15-252
100
6
CAPC
Abe
132
NOTES
AL C,
t All
rotool MAI
z$I hit
4AA004 I TC ls within 100
cat *5
f"A0W$.j
area.
TIV
till
CL
Existing Cesspool/s, to be pumped and removed prior to
Cleo s
ow
Vf ; ACV
o made in 't lit, fiel
d without the approval
A d es i g n 'o ng i nee r.
04
oil
5 . Proposed leaChing
arc Is n
e
Los,
c hours prior to
Plan not,
;r 'Ir . , -
4.�\/ 0; be proport y Lino, -iu rve,,y.
Rr
tit
flpj t 0,
and wlt,h
'L ren(lfl�
1� . 255 for apecii i o ro�
Of fil I (sand) I*. The tot.'al amowit, f f 11, 1. r U ir r d is
XimAteAly 10 cub.ic yard!3 .
r I A I)P r,o.
okLanAmNs
W
X
330 colAtlon Riv,
Y6
(0 , 74 ORoposw LzAcgmr. ARzA,.
a h J n q D r y Wel I s 2- A r 2 5 L X 1,21W X 2114
.1 4 8 S�' X 0. '14 c,/$ 10( 5 (�pD
13F X 0- 74 y
CAI)
r 6,6
go
SUBSU"ACE SEWAGE: YTEM
479 Lincoln 'Road, Ext. , Hyannis
SCALE; As shown DRAWN BY
4/22/02 -ohns on
DATE: Daniel is i D.B. Johisiah
*7
Al 0 11'r"Wred Rigzy Cat" (509) 775-4007
rot, 479 Lincoln R*ad Zxt., Ryannis, W)k
T_ IWC. (508) 420-1904
BER
DRAWING NUM
tzvot SUits 3, 0stomorrIlloo, WK 02635
ny� $041olain a
oft 0
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