HomeMy WebLinkAbout0541 SANTUIT-NEWTOWN ROAD - Health 541 SANTUIT-NEWTOWN ROAD
—-- -- — -- _ Marstons Mills
A = 029 - 007 - 003
Tc- OF BARNSTABLE e
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LOCATION & W SEWAGE #
VILLAGE - / ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY S°� f
LEA I-
CHING FACILITY: (size) S'-03o
NO.OF BEDROOMS
4 BUILDER OR OWNE
PERMTTDATE: COMPLIANCE DATE: (90
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
i
v� i�X �.-��e. FEE
G
COMMONWEALT14 ®F MASSAC14USETTS
Board of Health, t.,�i c,l `'e , A14
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Applicati for 't to r( ) Upgrade( ) Abandon( ) - & omplete System ❑Individual Components
Location S A}�u i —lil6rW-rVLO IJ it-0 4 Owner's Name M i C in me L
Map/Parcel# Address
Lot# 7— 3 Telephone# N A lj— SS .
Installer's Name j. � ��" �` Designer's Name o$rJ�r� jv,rN�
�s�L7'�a7g
Address Y` Address R-D /�►42SibuS /yILZf
Telephone# Telephone#
Type of Building v Lot Size/31 SIC/16-t sq.ft.
Dwelling-No.of Bedrooms Al- C-'3Jse p Garbage grinder A110
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow(min.required) �L�Q gpd Calculated design flow y� Design flow provided 4/7 0 gpd
Plan: Date i�' 1`��� Number of sheets Revision Date
Title OF +y
Description of Soil(s) �« df�V
Soil Evaluator Form No. 6®� Name of Soil Evaluato8tuteC,AvrAK k4ate of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to of to ce thst
tem m o eration until a Certificate of Coi4pliance has been issued by the Board of Health.
Signed Date
Inspection , �'%
FEE /"'�a
i ..
COMMONWEALTH OF--MASSACHUSITTS
.r
Board of Health, A S�C.*-W �� MA.
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Applicati for t to Construe O.,/R pair( ) Upgrade( ) Abandon( X_I'Complete System ❑Individual Components'
Location s u I --1VFL4.;TUe uJAl Jl,0,4> Owner's Name /v1 1 C,k Qe-j— keee 7 t
Map/Parcel# A e{ Address
Lot# 7 3 e Telephone#
Installer's Name r � y�>" Designer's Name y4A.-,k,.t Su the �v�tSuL7-,Q N�$
Address `a J—' -Th k�� Address y� -XN�USTR R-D MARLS7O0S 111' 1,f
Telephone# t Telephone#
Type o`Building +Al Lot SizeL�3t J �G sq.ft.
Dwelling-No.of Bedrooms -I— 3 Ruo se `® Garbage grinder NO
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures /-jL/
Design Flow (min.required) / 7 Q gpd Calculated design flow,',
ow yO Design flow provided LI—7 0;j gpd
�/ �-�q Numbe'r)of sheets Plan:-Date !' � A Revision Date
Title P}N o(C Cr4 ( 1 f
Description of Soil(s) $ee #
Soil Evaluator Form No.P ��� a-f ,Name of Soil Evaluatogrutf—G,Avg h Q ate of Evaluation y`10-49 i�
ykS M
DESCRIPTION OF REPAIRS OR ALTERATIONS
4 I
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to of to Ice th tem in o eration until a Certificate of Con•pliance has been issued by the Board of Heald.
4-1 Signed Date
Inspectio
No. 7 9� 2 FEE ZOO-
COMMONWEALTH
lKS1 �{ �r
Board of Health I JG. MA.
CERTIFICATE OF COMPLIAN.CE
Description of Work: ❑Individual Component(s) I W-eomplete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( )
by: Or7714 4e �l`l. _e®�sJ' ,
at S t4pt(.,it— New'how" 0,DY4 I
has been installe i accordance with the rovisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No.YV' 22 * dated "�3' e,,o nAroved Design Flo -/70 (gpd) nInstaller Jm �� . . C,
Designer:VNkt "
t Sc•�Ve��U�SuN Inspector: 41111, 7 a i4
The issuance of this permit shall not be construed as a guarantee that the syst/m will function as designed. r
No. •� � .FEE GU
v 2C?- ova COMMONWEALTH OF MASSACHUS ETTS
Board of Health, %4.r n Sys+-(a �� ' MA.
DISPOSAL SYSTLM CONSTRUCTION PERMIT
t
Permission is hereby granted to; Construct(C-)"Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at S Am7u',I—`"we.wI%W V RV*> / wra�k"q 6t 7—-1 as described in the application for
�2�
Disposal System Construction Permit No.�9`-° dated,
Provided: Construction shall be completed within three years of the date of ermit. A_Z10l con 'lions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 3 Board of Health _
- TOWN OF BARNSTABLE
LOCATION C` W SEWAGE #
II VILLAGE ` ASSESSOR'S MAP & LOT Z
INSTALLER'S NAME&PHONE NO.� ' �► a�� r0 k— 9
SEPiMC TANK CAPACITY S 17
LEACHING FACILITY: ( Cb �V / (size) 5� �--
NO.OF BEDROOMS
BUILDER OR OWNS n
COMPLIANCE DATE: "` I � V
PERMIT DATE: I i !
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
i on site or within 200 feet of leaching facility)
1 Edge of Wetland and Leaching Facility (If any wetlands exist
Feet
within 300 feet of leaching facility)
Furnished by
....._..
i
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rS � to
s 9
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MARSTONS MILLS •'
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o
'�''" �% •' CK
NR,1 TOWN OF BARNSTABLE t�i. '�.` V. "C'.32OW
G
M"6 (CONSERVATION COMMISSION) s x iK+1iP1 ' �yER
DEED. 50131225 7 f ao.�Am i
` �IIC i.1► ® tn �o
LOCUS
` MUDDY
POND
o m 08 tiD
�
RENOVATE 1� ONE
CEL A vz� BEDRO 33 9, �,2•� / LOCUS MAP
AREA 54,934t S.F. „101'EXISTING / 1� 0� / 104 '9RBED jYIRE FENC CEDAR PLAN REF 39017
SHAPE FAC7t�R=15.79 STORAGE E POST
9 6 o SHED 6 10 . RES. ZZONE: RF„ pa-?-007°-
y' - Z , �� , CV DEED.- 5418/048
C15 ASSESSORS MAP 29 PARCEL 7-
°
---_-- ° Ar OVERLAY DISTRICT "GP"
° ° 10 1dl 35 5' 80, 50.2 SETBACKS:
HOUSE__--__ / 155.1' � 1 3 BEDROOM o FRONT SIDES REAR
zv 30 15 15
,¢'563- ___— 1 e° PHO USE D�°
39 6 5 EL= 112 zV
12 1Ea. �' � 36 x ti� PLAN OF' LAND
1 1 DEc ti
� � / � O 5,2 O 7`LOCATED A
110 ~ o / / �' °°.. ' SANTUIT-NEWTD WN PARCEL
;2
ASSESSORS MAP 29
06 �, �� A� _ w MARSTONS MILLS, MA.
110 O#wE1z' MICHAEL KEA TING
106 -' .A / PARCEL B
/ AREA=43,596E S.F. q i , m \ CEDAR Q S _ 3 g 6 4/25/99
SHAPE FACTOR=21. 77 \ 1 1 0
/ 4 �o M� _ 0.42�— 1106 L ar�
sT
1 Q UPOLE R-4 7 (FWD)
UPOLE _ L=51.30 _
102_. P L=37.15 202. 00' —
S14`42 31 W _ LEGEND
R=1365.00 _ _ GU ,ERNE —PA YF.MENT BENCHMAI?K (4a DO' WIDE TO d�'N) ROAD _ PROPOSED CONTOUR 105
CA TCH BASIN EL=100(ASSUMED) (1928 TOWN L O. — PL BK 22111)
— WTO
WN
t GUTTERLINE'_ --
NE EXISTING CONTD UR
S UIT _ _ _ _ - .
® GRAPHIC SCALE
YANKEE SUR VE Y CONSUL TAN TS
' 30 0 15 30 60 120 P. O. BOX 265
UNIT 1, 40B INDUSTRY ROAD
( IN FEET ) MARSTONS MILLS, MA. 02648
1 inch = 30 ft. , PH. (508)428-0055 - FAX(508)420-5553
51897 DCB
TOP OF FOUNDATION •`
2 0' MIN. �
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC.
MIN. PITCH 1/8 PER FT 2'1 A YER OF
CONCRETE COVER 1/8"-1/2" VENT IF GREATER
WASHED STONE THAN 3 FEET
4" CAST IRON PIPE
(OR EQUAL MINIMUM
M9N.
4 PER FT CLEAN SAND
IF PFFCH I P
/ I
FLOW LINE ' EL=99.0
INVERT HOUSE 15 1 N 14" "T, ° o
— 106 0' �2.0' 00 0 0 0 0 0 0 0 °
EL.-___ IN LEVEL o ° p p o p p o p o ° *
BAFFLE _105.25 INVERT�6 SUM IN o o ° ° = 96.5
INVERT COTTAGE INVERT EL.- ,
TO BE VERIFIED a.= 105.5, EL = 99. 75 EL.= 9_9.5 _ 4' 4
INVERT
(7V BE PLACED ON Fl" BASE) DB9 DISTRIBUTION EL.= 98.5_
MECHANICALLY COMPACTED OR 6" OF STONE BOXES W/ T'S
_ ISOO__GALLONS TO BE WATER TESTED 35.5' X 12.5' TRENCH F'ORMATIO
' SEPTIC TANKS /HO USFi Gel SHOP) IF MORE THAN ONE OUTLET � �o
( PLACE ON 6" STONE SOIL ABSORPTION
3/4" TO 1-1/2"
PROFILE OF DOUBLE WASHED STONE
SYSTEM (SAS
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. =_90.0'
SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (04120199) ELEV.= 9_0.0'_
NOT TO SCALE
OBSERVATION HOLE 2 ELEV.=_104.0
j OBSERVATION HOLE I ELEV=_102.0 DEPTH I HORIZ TEXTURE COLOR MO TT OTHER
I —1" O ORGANIC
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3 -14" A SANDY LOAM lOYR4-1
GENERAL NOTES 0-3" O ORGANIC
3"-18" A SANDY LOAM IOYR4-1 14"2.5' B LOAMY SAND IOYR4-1
18'--4' B LOAMY SAND 7.5YR5— 2.5'—l2' Cl MED. SAND 10YR6-4
4'—IZ.5' Cl MED. SAND 7.5YR6—
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 8 1NO WATER
OBSERVATION HOLE 3 ELEV.=_102.0
TITLE 5 AND THE TOWN OF _&4RaVST1D�____ RULES AND NO WATER PERCOLATION RATE _t2_ MIN./ INCH
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. DEPTH HORIZ TEXTURE COLOR M07T. OTHER
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO P );#, �9403. 0-12" A SANDY LOAM IOYR4-1
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 12"-3' B LOAMY SAND IOYR4-1
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DATE OF SOIL TEST 4/20/99 X-12' Cl MED. SAND 10YR6-4 PERC
5 FT. OF DRIVES OR PARKING AREAS. H 20 LOADING SHALL BE SOIL TEST DONE BY DRUCE G. MURPHY, RS.
USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS. WITNESSED BY;, ED BARRY NO WATER
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
CALCULATIONS:
BE MORTERED IN PLACE.
DESIGN
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH NUMBER OF BEDROOMS .(3 HOUSE & 1 SHOP )
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO GARBAGE DISPOSAL . . . . . . . . . NO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. TOTAL ESTIMATED FLOW
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 110 440 GAL/DA Y
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS ( -----GAL/BIB/DAY x _4__ BR.)
PRIOR TO COMMENCING WORK ON SITE. INSTALL-WB (3) ACME REQUIRED SEPTIC TANK CAPACITY 1500 GAL
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 500 GALLON LEACHING SOIL CLASSIFICATION . . . . . . . . 1
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. CHAMBERS WITH FOUR FEET
,. .� DOUBLE WASh'ED STONE SIDES DESIGN PERCOLATION RATE < 5 MIN./IN.
8) PARCEL IS IN FLOOD ZONE C . AND ENDS SPACED ONE FOOT APART. EFFLUENT LOADING RATE . . . . . 74 GAL/DAY/S.F
9) LOT IS SHOWN ON ASSESSORS MAP _29_ AS PARCEL _7--2 . 35.5' X 12.5' a LEACHING CAPACITY (AREA X RATE) 470 GAL/PA Y
RESERVE LEACHING CAPACITY . . . 470 GAL/DA Y
(35.5 X 12.5 X . 74)+(35.5 + 35.5 +12.5+12.5 X . 74 X 2)
SHEET R OF R JOB NUMBER__ 51897 ______