HomeMy WebLinkAbout83-887 (2)SOIL TEST 20 FT: MIN.
TOP OF FOUND.
EL. 10 FT. MIN.
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE
DATE OF TEST l� ?-8f DATE OF TEST /" DATE OF TEST COVERS PI SCM. 40 PVC
7 �-'' CLEAN SAND
WITNESSED BY 1271 WITNESSED BY ' r{ WITNESSED BY PIPE- MIN. PITCH
"'I/8" PER FT.
PERC. RATE �Z MIN./INCH PERC. RATE e-7-MINANCH PERC. RATE MIN./INCH =r /b.OnN PRECAST
4 CAST IRON (ORFLOWDIFFUSOR 2" LAYER OF
ELEV.= II.S ELEV.= IZ.o ELEV.= EQUAL) P E -MIN. lZ12 MAX.
PITCH 1/4 PER FT S,o _ = MIN. EL= /3, L I/8" -I/2" WASHED
ToP Su 3SvIL SUf3SOlL e.. _ �..,e.'.. a .o LEVEOL � o
7oP
2 /o MIN. STONE
�
EL=/G• 3 • EL= /Z•6
�0MIN.
MED. A A/O Ll// MeD, Sit /o w� \ e
Go 3.13Lc-S EL= /3 - d o 0 o a Q >_ o D EL= /2,/
Co,38Le� _ EL=,/3.3 EL= /3. 0 0 o D E= O p o o p
EL -7—Z_ EL- /�
DIST 3/4'-1 1/2" 9 X, q/
ev' gy' BOX WASHED STONE
I
WATER AT. 7Z" EL= S'S WATER AT FL EL= G. o WATER AT EL=
z.5' sT�r ��o�nr✓�
/opo GAL. - - -
SEPTIC BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= S,S
TANK ADJUSTED GROUND WATER TABLE lea) EL= 7, 1
GvH !T 'S B1c w PROFILE OF
SEWAGE DISPOSAL SYSTEM
I
: NOT TO SCALE
I
q CLEAN OUT AND -
{ 1.
INSPECTION COVER
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33 2 o v t
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PLAN VIEW
L ------- - - = - - - -i
lam 4 v �r —t JZ l2 24 DIA GCVEFS .�i L�� Co] ® Q
r° Z07 /7 -PLAN VIEW FRONT VIEW SIDE VIEW
J pEG / J1 1,� vrcf.r` FRAMES 8 COVERS SHALL
Uj
BE sE; WITH MASONRY uNirs FLOWDIFFUSOR DETAIL
WHICH ARE TO BE MORTARED
I NOT TO SCALE
3%,
Ill' N cP EQ
LC
INLET b" �2 MIN. MIN n.
` +I '�/j/u —� 6'MIN FLOW LINE D OUTLETOUTLET PIPES REMOVEABLE COVER
:e.-. - AS REQUIRED
� , .X1 -.� �S/
a 2 y - 10" MIN.
'. INLET '••a
C7
eQ S FLOW Q' OUTLET
.;c
a
MIN. 4 FT. `'r\LI E { T
� N
12 -. / ,.F � >J � ''• t>_ = _ _ � .. � LIQUID e rr rr 6
C .
� �I ` Q J` i;1 I 5 L 12 c
r lIS� CQ /j�aZ Q�S�I�c� 15,3 f DEPTH a..
G/,., INLET TEE PROVIDED
y, `y <1++ oAx A a': PER SECTION 15.10.2
.• �. ' L D! 2a+t G TITLE 5
. NOOF OUTLETS
3
CROSS SECTION VIEW OUTLET TEE
DIST. BOX DETAIL
I LIQUID DEPTH TEE DEPTH NOT TO SCALE
I l� i, / / /��'pL SEPTIC TANK DETAIL BELOW FLOW LINE
/ INCHES NOT TO SCALE 4 FT. 14
p 5 FT 14 INCHES GEN�`RAL NOTES Go,vr p
6 FT. 24 INCHES S) N/1Y/3/JLL<S SHALL Of' S7/; Rey Q,4;> TO �XG�L!'i/Or✓
7 FT 29 INCHES /L✓G 5I'ML4 e6/��/A L/ 17 /i4 L �'�2�Ei� A/ZE�
lG �1 ✓,,z
8 FT. 341NCHES
/(�r� P/IJP �2r .C-'EYG-GC ;✓^!iE"-t.7
DESIGN CALCULATIONS 9) G, UriTc- s _�/ /,'I j_ Lc=, Oc���s����s ,qmo
vf„ v T�iE�ucc To oJ�yvir�L� S
i NUMBER OF BEDROOMS _... _...... // Il-flr$T Ccv,11-ACT 7 IS
I
GARBAGE DISPOSAL UNIT
I TOTAL ESTIMATED FLOW T(i1LL %�`'S/"/Cry=(SAY-} l�iF� NOIIp $� /�V /%ptjt/GL
i�lZc'/?ro�v_z_.3 Ilo /AYGNi c`�r2 //t! F�Gj/C✓l /S
! /! REQUIRED SEPTIC TANK CAPACITY._:::. GE GAL. /,?&0
30 v, TF+rnr-. ACTUAL SIZE OF SEPTIC TASK _ /ow GAL. //�'fILL (/I/✓" 1, /"7' ;
>K LEACHING AREA REQUIREMENTS
SIDEWALL AREA GAL /rS.F.-cl+Y\ F1/t/D?� S✓//7vc /J',/�t �i� S7OTv/r(ir/i/G,-
BOTTOM AREA o GaL./,S.F.'v ) 47IvErI144 ,
LEACHING CAPACITY (BOTTOM + SIOEYraLL)ySj GAL./P,9/
L, /�EPlAG�p w/T .fLtJ iEQ�r�r S�°r
129¢9x1)+ (Z (7 rl+G�r.'J'-l. �% p`k1 Ut p,s� _ i/� /✓C
RESERVE LEACHING CAPCCITY.. _ .._..•• '/s! GAL.JrA`.r
` g RICHARD
1?77 0 7 ' J. -. - l�. r 9 RICHARD b
i -/'F'•.. •.••'cSF-PJ M IRNO ° 1STE
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FORM .9/8/87
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LOCATION MAP
LEGEND
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION
FINAL CONTOUR ^^ rIZ
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT 0.
TOWN WATER
CATCH BASIN
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GENERAL NOTES
.
L ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.-O.E. TITLE 5 AND THE
TOWN OF YA0* 0007" RULES & ,:REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE .
2.ALL COVERS TO SANITARY UNITS SHALL BE .
BROUGHT TO WITHIN 121' OF FINISHED GRADE
&EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME ,
4. NO DETERMINATION HAS BEEN MADE 18Y THIS
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/APPLICANT is
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED
ON COPIES WHICH DO NOT HAVE.'ORIGINAL
STAMPS AND SIGNATURES'
6.ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10 '
LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR 1PARKING AREAS
7. SETBACK REQUIREMENTS (MINIMUM)
FRONT 32 SIDE ZO REAR 2O
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION: _...
407 /y M/N/✓� i us�ET wsjy
YA/t'Mo[/Tiiim02_7 1vI1S$
APPLICANT:
IDA" SLiLLII/Fh/
1
Land Use
Technology, Inc,
( FORMERLY R. ✓. O'HEARN , INC. )
Engineers - Lond Surveyors - Sonitorions
35 ROUTE /34 - MIT 3 - P O. BOX 237
SOUTH OENN/S, MA.
,•„•rrn rurrq,
REVISIONS:
�SETEChV�0`
IrIC.IS77
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SCALE! //_ �/ a
DATE:
DR. BY:
APPD. BY,
JOB N0.
3487-/y
SHEET OF
,
FORM .9/8/87
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