HomeMy WebLinkAbout0032 THIRD AVENUE (HYANNIS) - Health 32 Third Avenue ~
now Hyannis
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TOWN OF B�AR�NpSTABLE
LOCATION 7;�ZV D AU.� �V O SEWAGE #
VILLAGE u), ,I,i/A/j//j//S1:l*.✓ ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO. /�L� b��{�� �
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO. OF BEDROOMS
BUILDER OR OWNER (/U Bg` G' 7I J- 7*7—
PERMITDATE: U COMPLIANCE DATE: I1 361
D.1,
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. A0 FEE /0//
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Board of Health, �Gl l(�/1. G1i�, MA.
APPLICATIO P R DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ) Repair( Upgrade( Abandon( - Complete System ❑Individual Components
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Location nkie Owner's Name
Map/Parcel# Address .
Lot# Telephone#
Installer's Name Designer's Name keeS
UNO-W
Address :ZoeZ
Address
Telephone# 20;VTelephone# DOSS
Type of Building Q� � -��Y Y`r� Lot Size i'S oate sq.ft.
Dwelling-No.of Bedrooms :" Garbage grinder XV V
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures -y
Design Flow (min.required) 3 gpd Calculated design flow 4 Design flow provided 34 gpd
Plan: Date q l 1!j O 1 Number of sheets Revision Date
Title
Description of Soil(s)
Soil Evaluator Form No. ame of Soil Evaluator Lj Pbe[j40r Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above desZV�bed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to notte.lace the in operation until'a Certificate of Comp'ance b en issued by the Board of Health.
Signed Date
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FEE
Board of Health, lBa )SI Gl b,-e— , MA.
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TPLICATI®N ®R DISPOSAL SYSTEM CONSTRUCTION PERMIT'---
Application for a Permit to Construc ) Repair( ) Upgrade( ) Abandon( Complete System ❑Individual Compogents
Location t 11't a A u,( v W o, ' o(-t Ownet's N/aVme a U I �•�• 0(ACC,.
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Map/Parcel# $ Address
Lot# Fc, Telephone#
Installer's Name �����r ` '�� Designer's/Name ", ee S kL, l
Address ,,4 Address
Telephone# �` Telephone# 15 a 0 00�as
Type of Building P i C�Q;i\Aa, kc,",C— Lot Size 15 V o t sq.it.
Dwelling-No.of Bedrooms .5 Garbage grinde'NO
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures ^^��
Design Flow (min.required) 3 gpd Calculated design flow a'7 Design flow provided 34.4- gpd
Plan: Date 1 O 1 Number of sheets Revision Date
d
Title •1*Oe ((D
' Description of Soil(s) <eo V2 O— QL
Soil Evaluator Form No. a' Name of Soil Evaluator" . L 11?(Wt1 0e)Date of Evaluation ' "� U I
1 DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above descp'bed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
F
further agrees to not to place the y3r m operation until a Certificate of Comp'ance ass been i/sJsued by the Board of Health.
Signed / i': Date
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No.6 001, ` FEE 10(2—
Board of Health, (LIy`>I F���.? MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructecl<),Repaired ( ),Upgraded ( ),Abandoned ( )
by:
at
7 has been installed in accordance with the pro ' ions�f 310 CMR 15.00 (Title 5) and tl� pproved design plans/as-built plans relating to
application No.� - (PDQ dated ci/ice U 1 . Approved Design Flow (gpd)
s Installer h
Designer: Inspector: �' "E ;Yt�CJ\ Date: 3v U
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The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. ! Wou
FEE
COMMONWEALTH- OF MASSAC14USETTS
Board of Health, 9,f\Q p-3ZC '���� MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
,t Permissiq is hereby granted to; Construct( Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at �� � �'��Q�13 J4� �> ,"� �ti' �. as described in the application for
Disposal System Construction Permit No.DCO`'�0� dated 17 0
Provided: Construction shall be completed within th ee vears of-the date of this pe it. All local conditions must be tgret
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date p 0oard of Health /7
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TOWN OF BARNSTABLE
LOCATION ��I0N A U U r-, SEWAGE # v
VILLAGE 6e(1. /�i/l��//Y//�I�U�. ASSESSOR'S MAP & LOT —
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 4 0 (size)NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: To COMPLIANCE DATE:I36 04
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 260 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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TOWN WATER A VA ILA BLE REMA.NING?� A.M 246 85
BARNSTABLE
S
PORTION OF T.
_ PINE
LOT 193 100 ' xAl�rsT
I PORTION OF , �%
0' zv 25 LOT 193 b ROA
D
I 25.0
�'" M. 246/212 EA�HYANNISPOR
A.
, h '.... RESERVE
CRAIGVII GOLF CLUB
?b O o
27. 0'
LOCUS
ITHIRD A VE.
I SIT O O O �- _ 98 _ CENTERVILLE HARBOR
LOCUS MAP
b 36. 9 —
I
25. 0'� ASSESSORS MAP.- 246, LOT 86
PROPOSED LOT 191
3 BEORM. PLAN REF 34123
I I HO 7 ZONING: "RE"
0 VERLA Y DISTRICT "AP71
ND 9°9 U1 FLOOD ZONE: "C"
b - W W 27 0' COMMUNITY PANEL #
,+ 36.1' ' 250001 0008 D
_ DATED.• 712192
A.M. 2461211
BENCHMARK PROPOSED LOT 189
TAGBOLT ON HYDRANT t
ELEV= 100. 0'(ASSUMED) DRI VEWA Y SITE AND SEWAGE PLAN
24-0
OF LAND
y I LOCATED AT
OF a,, � n A. M. 246186
32 THIRD A VENUE
AREA = 15 000 S.F.
W. HYANNISPORT, MASS.
LOT 187 PREPARED FOR
. C SU
RAULM & NANCYTLOVETT
/ SEPTEMBER 13, 2001
100 ' a� �H of
GRAPHIC SCALE t� ,u,� YANKEE SURVEY CONSULTANTS
zo 0 10 zo ao ao - � No 23M UNIT 1, 40B INDUSTRY ROAD
MAPLEP-0. BOX 265 02648
TER�� MARSTONS MILLS, MASS
(NOT CONSTRUCTED) '��OnA� \� �j l TEL 42B-0055 FAX 420-5553
( IN FEET ) t
�, 1 inch = 20 ft. Jif 52879 DCB
{
TOP OF FV UNDATION ' 1
v 20" MIN.
10 MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC
MIN. PITCH 118 PER FT. 2"LAYER OF
A/!AX / � / ' ' ' � � i / / i CONCRETE COVER
WASHED S719NE
EL=98' EL=97.5'
e"
/ . . . � / EL=98.5
PVC SCH40
. . . , . .
MINIioe PITCH 114M PER FT. CLEAN SAND AX'
�//'�V IO FLOW LINE 6' 110" 0, EL=95.8
INVERT 1N 14" _ o00o O o000
EL.= 961 -- INVERT LEVEL ° °o° o 0 0 0 0 0 0 0 0 0 0 °° °°
IN BA EL.= 95.65" IN�, ,�6 SUM INVERT •°00
°' o 0 0 0 CO 0 0 CO 0 0 0 0 0$o
— 95 9' --- ;EL.= 95.5'_ EL.= 95.25' 4 4'
L.=93.0
EL.— ----
(7V BE PLACED ON F'lRM BASE) DISTRIBUTION (2) 50o CAL L&'ACHINC CHAMBERS
MECHANICALLY COMPACTED OR B" OF S7VNE BOX EL.=RaQ
1500 __GALLONS h
719 BE WATER TESTED 12.8' x 25' TRENCH FVRMATION
SEPTIC TANK PLACE ON 6 STONE
314" To ,-,i2" SOIL ABSORPTION
PROFILE OF DOUBLE WASHED SMNE S YSTEM (SAS
SEWAGE DISPOSAL SYSTEM BOTTOM of TEST HOLE ELEV=_ 86.5
NOT TO SCALE
OBSERVATION HOLE 1 ELEV.__99_ OBSERVATION HOLE 2 ELEV.__ 98. 7
PERCOLATION RATE 1_<2_ MIN./ INCH
DEPTH HORIZ TEXTURE COLOR MO TT OTHER DEPTH HORIZ TEXTURE COLOR MO TT OTHER
0-10" A LOAMY SAND 10YR 3/3 FINE 0-10" A LOAMY SAND IOYR 3/3 FINE
GENERAL NO TES 10"-32" B SAND 10YR 6/8 NONE FINE SAND 10"—32" B SAND 10YR 6/8 NONE FINE SAN
32-128" C SAND f 0YR 6/4 NONE FINE SAND 32-128" C SAND f 0YR 6/4 NONE FINE SAND
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO WATER ENCOUNTERED
TITLE 5 AND THE TOWN OF BARN_STARLE____ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. P,�# 10052
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12"
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 910612001 SOIL TEST DONE BY WILLIAM LIEBERMAN, SOIL EVALUATOR
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: LEE MCCONNELL
10 FT. OF DRIVES OR PARKING AREAS. H 20 LOADING SHALL BE DESIGN CAL CULA TIDNS.'
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL INSTALL• NUMBER OF BEDROOMS . . . . . . . . 3
BE MORTERED IN PLACE. (2) 500 GAL' LEACHING CHAMBERS GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH WITH 4' STONE ALL AROUND TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 12.8' X 25' ( U!2__GAL/BR/DAY x 3--- BR) 330 GAL/DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 CAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIC- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE :. � 74 MIN.../IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . GAL/DAY/S.F.
LEACHING CAPACITY (AREA X RATE) 347 .GAL/DAY
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . 347 GAL/DAY
8) PARCEL IS IN FLOOD ZONE___"C . (25X12.8X 74)t(25t25t12.8f12.8)X,2X 74)
a L
LOT IS SHOWN ON ASSESSORS MAP _2-4fi AS PARCEL
JOB NUMBER 52879