HomeMy WebLinkAbout0101 HAMBLIN'S HAYWAY - Health 101 HAMBLINS HAYWAY
I.
A=030 ®3$ i rS�"o S j7'1i BLS
' TOWN OF BAR14STABLE
LL
LOCATION�1��0� 11408 4V,; //A K/a SEWAGE # t�
VILLAGE AarS A/r a . AR lI ASSESSOR'S MAP& LOT"D— D T S
INSTALLER'S NAME&.PHONE NO.
SEPTIC TANK CAPACITY /5/d y p
LEACHING FACILITY: (type) �J��d (size) �� f o•X 6••D
NO.OF BEDROOMS II /
BUILDER OR OWNER
PERMITDATE: .J'1J- 96 COMPLIANCE DATE: "'" % �"J
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 leac ng facili��jj � Feet
Furnished by4? � I,� !-,
Q
2 97 22'g ..
06
Aa� �
*` P
�P' g589
No. G A i �O�VOpp,
FEE —
THE COMMONWEALTH OF MASSACHL SETTS
Aws yAst-� MASSACHUSETTS
�ypfirattivn for Vts osal S stein Construction Fiermit
Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and.Tel No.
�AWbUus 'll'IA)LU 1\ 2�yy �41� G�at7t'No�
Installer's Name,lAddress,and Tel.No. Designer's Name;Address and Tel.No.
tF.o .6 cx 3u MA OZS74
Type of Building:
Dwelling No, of Bedrooms - Garbage Grinder(L�o
Other Type of Building ki A No. per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow Sb gallons per day. Calculated daily flow O gallons.
Plan Date 12-D-4 -9 N tuber of sheets Z
Revision Date A_ 1J�
Title I „T V6L4►9A `- UjA!-= M16-ro►��
Description of Soil m e
Nature of Repairs or Alterations(Answer when applicable) U
Date last inspected: _L)
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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
Certificate of Compliance as b 4issued Board Health.
Signed Date _ _L� ")
Application Approved by
e y ate
Application Disapproved for the fns
Permit No. �� �f Date Issued Z=Z�`
i' FEE i IT
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS
�pjulirafivn for Proposal Sptem Comtrurtion Permit
Application is hereby made for a Permit to Construct (�/) or Repair( ) an On-site Sewage Disposal System at:
Location Address or Lot No. _ Owner's Name,Address and Tel.No.
Cd +I A W L-7 L�0 5 t'''.`1 U t�. 140 45 11 I
Y F-k I�.• Lam,G�a C?1 a_>�.:5
1
/atL o a h� us .�7 1
Installer's Name, ddress,and Tel.No. Designer's Name,Address and Tel.No.
lAa azs7 .
Type of Building:
Dwelling No, of Bedrooms Garbage Grinder
Other Type of Building A No, per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 155 gallons per day. Calculated daily flow 3 O gallons.
Plan Date 12-D-4 - �1 N tuber of sheets T-�Z Revision Date ►��
Title —_1_�r
Description of Soil i,\ n
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: — U A
Agreement: 1
The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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
Certificate of CompliaQcen issued b this Board of Health.
SignedDate _ 4Application Approved byf� ��'1,�/ A'Tr",1 rl . J� 11�� f Date
Application Disapproved for the followin'gyreasons .
61
Permit No. .-,
Date Issued � Z .,
THE COMMONWEALTH OF MASSACHUSETTS
'RA''4 , MASSACHUSETTS
%Tertifirate of (fomplianre
THIS IS TO CERTI.���t the On-s' Se age Disposal System installed c ki or repaired/replaced ( ) on
b '
y ,J �-j"�s for _dx i,I ,!�'Cj 4`4 V1�lO�1
at hal been constructed in
ace rdance with the proyisio of Title 5 and the for Dispo al System.Construction'Permit No n dated
g Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This
Certificate expires on
DATE Inspect
THE COMMONWEALTKOF MASSACHUSETTS
MASSACHUSETTS FEE
pispOzal SVOtentp(gonstrurtion Permit
Permission is hereby granted to
to construct( ) or repair( )an On-site Sewage✓System located at
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.
All construction must be completed within two years of the date below.
DATE Approved by
FORM 1255 How.3/95 A.M.SULNIN CO.•BOSTON.MA
is ..
w
l a
GRAPHIC SCALE HOUSE - - _
I s 20 0 10 20 40 .80
I
II / IN FEET )
I I -LOT 7 inch = 20 ft,
,SHED
z l_J
OF
�B
190. 00' JOHN
'
�-- _ � 1 LANDERS-CAULEY , `H Of
N55 37'50
I � " CIVIL � �E.p•,. `r`�9
No. 35101 ; PAUL.
1 I a LOT 14 �S7E��° �� A.
O I I Fv lr �k. 3 i1 ERITI�3EW
o LOT �6 I o ss�o�AL ECG` No. �a
o
30.";, AR A=22,857S.F.f r`�Jf �CISTERF ���,•
� °'��t LN s
R.E
AR T T PIT #2
O
I PLAN REF: 2221157
I I . 2j SLOP RES. . ZONE. RF
106 o TO TWN WA TER
LOT 15 ASSESSORS_ MAP 30138
S,
NOTE.- THE ENGINEER SHALL INSPECT / � HO USE PROPOSED \\
C. - � THE EXCA VATION PRIOR To BA CKFILLING C�; FIRST FLOOR
TEST PIT #1 I AND INSTALLATION. \
ELE� �o �_ V. 107. 8 l � _
T PROJEC T L OCA TION
. LOT 6 HAMBLINS HA YWA Y
GV �cr / los 3P MARSTONS MILLS, MA.
O
APPLICANT-
NICK LA GADINOS
15pp GAS \
\ S�'pTIC T.9N
_jx ` YANKEE SUR VEY CONSUL TA N TS
o ' \ P. O. BOX 265
8�p Op , C.B. �� *W IOQ UNIT 5, 408 INDUSTRY ROAD ,
I I _ MARS TONS MILLS, MA. 02648
VA��I o� \ - ® PH. (508�428-0055 - FA X(508)420-5553
SCALE. 1 -20 DATE - 12107195
BENCHMARKti REV. 1 REV.
TOP. OF CATCH BASIN
ELEV 100.00(ASSUMED)
c.B JOB NO. 50828 SHEET 1 OF 2
* Ul'
NO WATER SERVICE CONNECTION WAS FOUND. `
a - -
%. � _ v •..,:.. .. s..r.a..:s .. _ ... ;..�„ -,:.K-vim: . }, - -F.
m
F.F.
-107.8 'PROP.
ELEV. ----
_ 20' -min.
ELEV.= 106.3 PROP.
ELEV.= VARIES
4" CAST IRON OR CONCRETE COVERS
SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE
END CAPS ON ALL PIPES I
SCHEDULE 40 P.V.C. 5' ON CE R
DLST.=24__ SLP.=0.0,e SLP.= 0.00 12"min A 1/8-A1/2 of
INVERT DIST.=5O' CONCRETE COVER 38.9 WASHED STONE
97 73 FLOW LINE DIST.=__
. l SLP.= 0.O3 0v0�0"0v v0v0v0..0v0v0v0v0.0v0..0"0�0000O 0�0�0�0�0"O 0000vowouo0"O"O�O�O"0 "
ELEV.___-_ ELEV.-_ 97.25 _ INVERT ELEV.= 95.2 O000O000 000000000000a00000000000000000000000000000 000000000000000000000�
10" MIN. 19" _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_
v < g" LAYER OF
f ELEV.= 97.00 ELEV = 95.50 ^' ELEV.= 95.33 °°°. /4" To 1-1/2
Y 4" CAST IRON OR °O�O�OvOvOvOvOVOVOVOVOVOc/ 0 0 0 VOVOVOVOVO°OCWASHED STONE
SCHEDULE 4o P.v.c. DISTRIBUTION BOX ,o 0 0 0 0 0 0 0 0.�0�0�0 ono o„o 0 0„0„0� ELEV.- 94.6_
IF MORE THAN 4' OF COVER, A
USE H-20 LOADING USE STONE
1500• GALLON SEPTIC TANK TO BE WET TESTED IF TO LEVEL THE 11.6'
TO BE PLACED ON MORE THAN ONE OUTLET. BED AS NEEDED.
6" OF STONE OR TO BE PLACED ON j—
MECHANICALLY COMPACTED SOIL. 6" OF STONE OR — — —
USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS._PROBABLE WATER TABLE ELEV =83_0
Y: J.E.
SOIL TEST DONE B LANDERS—CAULEY P.
USE H-20 LOADING E. ,
IF MORE THAN 4' OF COVER. WITNESSED BY: ED BARRY________________
PERCOLATION RATE: __2___MIN/INCH P# 8589 s�•�yn •OF
i TEST HOLE 1 DATE: 1011 f95 ELEV._98.5--- o�o�o�o�o "o�O�'0 o0 1(A8RE1 sroNE
8• VTM OF
PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER o 0, 40 0 ,rAS STO,M
SEWAGE DISPOSAL SYSTEMPERFORATED PIPES
_ --� TION A—A
NOT TO SCALE ,2"_4" A LOAMY �� �t
I
SAND JOHN CyG
4" 12" Bw LOAMY 10YR 4/4
LANDERS-CAULEY *^
SAND civil CANGENERAL NOTES:
12"-27" C LOAMY IOYR 6/6 ,,
No.35101
SAND
IST
1. THIS PLAN IS FOR. THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 27"-120" . CI COARSE 10YR 7/4 ���FsiO1VAL E
2. PLAN REFERENCE 222/157 LOT 6 BARNSTABLE REG. OF DEEDS. SAND
3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM
AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. DESIGN DATA:
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS NUMBER OF BEDROOMS 1HEEF,(,VL___
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST- HOLE 2 DATE: 10Y1 M95_ ELEV._94____
5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL _M11tE_(_Qj_____
.12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW __33D----- GPD
SAME, UNLESS NOTED BY FINAL CONTOURS. GAL./BR./DAY X -3—_— BR. )
7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
O"-4" O
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 4"-22" A LOAMSANDY SEPTIC TANK CAPACITY �ILQ_G9L,__
WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING 22"-38" E LOAMY LEACHING AREA REQUIREMENTS
AREAS UNLESS NOTED. SAND
8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 38"42" Bw LOAMY 10YR 4/4 SIDEWALL AREA 0_ GAL./S.F.
� BE MORTARED IN PLACE. SAND BOTTOM AREA —f-Q_0_—___ GAL./S.F.
9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 42"-63" BI LOAMY
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 63"-132" C MENSAND TO LEACHING CAP.(BOT. & SIDEWALL)_450_ GAL
OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. COARSE
10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF SAND RESERVE LEACHING CAPACITY _450 ___ GAL
ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ---
APPLICANT: NICK LAGADINOS DATE: DECEMBER 07, 1995
SHEET 2 OF 2 JOB # 50828