HomeMy WebLinkAbout83-957 - Sewage Disposal20 FT. ,MIN.
TOP OF FOUND_
SOIL TEST
i ° EL. - ! l,l' 10 FT. MIN.
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE a SCH. 40 PVC CLEAN SAND
DATE OF TEST 3" 3- 8� DATE OF TEST DATE OF TEST COVERS PIPE- MIN. PITCH
°=
WITNESSED BY �• M, t3. WITNESSED BY WITNESSED BY r-irt= 1/8" PER FT. PRECAST
PERC. RATE < MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH a: 4" CAST IRON (OR FLOWDIFFUSOR
2 LAYER OF
EQUAL) PIPE -MIN. 12"MAX 1/B'=1/2" WASHED
MIN. EL= 9.O
ELEV. _ �_ ELEV.= ELEV. _
PITCH I/4 PER FT _ STONE
2-O 2% MIN.
LEVEL
a FLOW LINE- . N z
IF . Et.. 8 '.. 10' - EL= 8.0
MEO�JIK SA,af�j EL= 8•M1N. "
± lc]`o F1c EL= °y� e o 0 a O 0 O Q O o }poo EL= -1
ii EL= �' EL= 8.0 EL= -1-9 0 0 1) Q o O
AIt9 M-Fat1C]"f 0 0
0 0 o EL= G-57
DIST v2"
BOX
BOX WASHED STONE
WATER AT _84_ EL= 2 �' WATER AT EL= WATER AT EL =
G A L
SEPTIC BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = Z.S
TANK-AD+USTED--GROUND--WATER-TABLE
PROFILE OF
' SEWAGE DISPOSAL SYSTEM
§ NOT TO SCALE
d.
CLEAN OUT AND
INSPECTION COVER
I
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t i
1 L ---
- t-10
\ i;oc,>r ��. r,,�nr`Sy � fi '�a- ^ � — �` -, `• � � � PLAN VIEW
�.71 L [00� IrJCr^_FnC>F, I ----�_ ..+ Li L .,�`D/. j --C_-\•_rte
U
' % �i \ Pf'1 =z,iF LVIO�� ,? r..L. / v + -..
o S` 24 DIA COVERS 12 i 1 '� r ti
r I� lel Cc ,�
4 CL \\ C �o P opo; r 2�d �4cry v I a
a� 1O A j, PLAN VIEW ►
FRONT VIEW
��; '�'t`/`�fiP�SK �, �� ��! �' eear•o0-n. � S*5 ;'I :Ior�ccvrJ��-rr�.^y SIDE VIEW
t \ _ , 1 �f� ,. _, C. �L Ltj• i , FRAMES 8 COVERS SHALL
\:�v �c Tex,<�1N�fi�l. yF.:j y,. i . BE ser WITH MASONRY UNITS FLOVJDIFFUSOR DETAIL
WHICH ARE TO BE MORTARED
N PC.iN i141, - IN PLACE
A'r\`� NOT TO SCALE
-t t ,T \INLET
�,
Will
:IJ. o OUTLET /-- REMOVEABLE COVER
Pr�V P� ` y� , I ✓ 1 C 1�' I I f'\ / ;SSE 6 M Fi_0_LINE_.�— —� OUTLET PIPES
IN
�� pr l 1 I IT U e _ 2 MIN AS REQUIRED
1,1 TAvk- . �' \ 10' MIN.
i`y •�I. (o � tl«\o-`' �,� iT�/ ' y1 ,/1�
i�D.J .
;.Y ( I - _ ._
INLET - a: OUTLET
J_
..�'� ,C 'I e�t' (0 Ux __ r-_.___�e I`T -- �� i1,.LINEl,
f� - .fs __.:� �n �' ( 4 F L ' - } •- —'r
G"
t1iJ
r a(C'
11
`+� ,:.rl s. L CE Au *"cella
L
f y lLET TEE PR0'✓t�cD - SN.M s'9ye
PER SECTION .10.2
Oct.,
0
TITLE EST t5 rF9 \�3
\ � 15 JJSy
CHA S
i JOHN g
(F-.-_-- NO OF OUTLETS
c YOUNG v
y9 S SECTION
L. Ro�sT ha,c 1V7xr CROS ON VIEW! OUTLET TEE
DIST. BOX DETAIL FF S
LIQUID DEPTH TEE DEPTH PN0 TO SCALE
SEPTIC TANK DETAIL BELOW FLOW LINE
NOT TO STALE 4 FT. 14 INCHES /V/ G
5 FT 19 INCHES uadlcr Ori
6 FT. 24 I14CHES l
E. r'-�`OG.�=' i r_1 Lex 7 FT 29 INCHES
8 FT 34 INCHES
} /G. ,Q:jb.�e_ :i/' 4r _n70 ev pr/��� Q
T ]� �`r�:'/e�? �r+ ;Q+ 4/.n Yrl/ T-;r'IJPCio q.ii�•'i7. DE�JIGN _-: _. ...�/J /-i:71 �''"� .` ,^?TQ r•� <J 7
CALCULATIONS sy em. ✓- S 15'0f,'(7)
6 ..: /t'� _/r.a C% %,c.-..,�;/` 'Y'G C%L✓i.T,CJU,�.`. <' c^(,!/ `�.C•.i !� P :. r/= `�*� •!�J' ! 5 Mme✓, "PO/ /` i- 5f0l.7�t:,' 'L7ET
i - -
o
NUMBER 0= BeDROC'.!S ...... - � . I 1 _ �E' u,' G r ri.ry ' ^1./;. �/ / iG
GARBAGE D'SPOSAL UNIT rt- _ c �j y t 5 (7�
_ epO � e.'
Q., 1,'1SYQ f'i `--:/ / f /r. TDTALESTIMATED FLC'iv JU.
--
( 14� GA_/B?./DAYx_ -5=_?_ s GAL/D:Y Y
✓ _ _ .._
37' v REQUIRED SEPTIC TANK CAnACITY.. .. "' GAL
-- �_an_� .,_ reserve sysfcm. T<le •'03
fhe
- -� 1'7
CTUAL SIZE OP SEPT; T yk 1,.7 GAL /
-
i
'1.& \ 3i� °. Ij0JI? E'LS3L1 1 LEACHING APeA R7O"iP=MEN-S
SIDEWALL AF.-A---!Fr-A_/SF. fi1r7 c� �Tnrfar �� s1em . S' {rom
RE G-'_ /S F D c3/ t;`?`_' ;'may u`: St Dim �.G', f /.
SOTTO"" AREA � D
LEACHING CAPACITY (QOTTG'. S LL' _ "__CAL. _ G <<r�ro^°r;l bUl%Cyirq 57/ htcrY�
i Fc ccRVE LEACHING CA -::CITY
GAL
c d s fiance
H ^ �ouft.c-Sf fL! anal /D' e> c�vafo�. Ti f/ 6
ov
z
LV J
;�Y'LoC�sS
LOCATION MAP
LEGEND
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR ----DO-- - - - -
FINAL SPOT ELEVATION lcogbl
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT
TOWN WATER—V,/--- VV
CATCH BASIN
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF_"YERNA+iSIM RULES a REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY 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 1.1-10
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 PARKING AREAS
MIN. FRONT SETBACK 4'
MIN. REAR SETBACK Zcn,
MIN. SIDE SETBACK rte'
APPROVED: BOARD OF, HEALTH
DATE AGENT -
W
FORM. 11/5/85
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PROJECT LOCATION: -
+_O -T 1cc-S, py t. %rA IR"oNi-�1
APPLICANT: _
I
J O'HEARAI, YrVc.
Reg. Land Surveyors - Reg. Sanitarians
35 ROUTE 134 - UNIT 2 - P. O. BOX 237
SOUTH DEIVNIS, MA.
-
_c-28-67 r-
REVISIONS.-!O"G3-!?', qF:
SCALE'
DATE:
DF BY:
APPD BY:
JOB NO.
r - _ ,.6-
SHEETd- OF
FORM. 11/5/85
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