HomeMy WebLinkAboutEngineered Plan - Rev. 2018., .
P FOUNDATION
TOR OF FOUA,DATIuN
20 FT, MINIMUM FROM CELLAR OR CRAWL SPACE
_ A,UGUST 1 `201p
DATE OF SOIL TEST T _____,. 2- -----
�
___
di ,144 A
10 , T. h P U,A
10 -FT. MINIMUM FROM SLAB
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f
<
-, 0,`
r = ,C
ELEV. �\b
-
CLEAN SAND ..SOIL TE5T DONE BY t_ M.�HA,Y 5 & f�. W. WILCOX
WITNESSED BYj_G�lE___
(A
CONCRE7c
I COVERS - .
INSPECTION PORT
"
4 SCHEDULE 40 PVC PIP ^ : 1
MiN. PITCH 1/8" PER FT.
��r�-.w ►
, ,. - E EV.= Q5.0
LOAMY AND SEED v t�agJ`..u.a �� $ t 1 e L L -_--_- i
2 LAYER OF _
< ' 2 60INCHES{
-i/8,, ,TO 1/2 PERCOLATION RATE �-.r___ MIN./INCH AT`_.__--
;
# WASHED STONE
MAX.: '93.43 MAX. OR . FILTER .FASR! : VENT
CO3. , 4 CAST IRON PIPE h�A S4.4Fr MPI~d. T REQUIRED
I 1 t�0 REQU REu
( R. A MINIMUM
' y
f PI . CH . /4 PER .FT. FLOW TEE-
r
ti I I LEVELERS r
DEPTH
HOR!Z
TEXTURE
COLOR
MOTT.
JOTHER
0-7"
Ap
LOAMY SAND
10YR7/1
NO
ROOTS
7-42"
B
LOAMY SAND
1OYR7/6 •
ROOTS
42-120"
C
FINE SAND
2.5Y8/2
f _ I FLOW LINE 93.43 � WATER ENCOUNTERED AT. _102 ELEV. _8_6_.5__ t
1 OTT p
ELEV. - _P7.00- MIN. #
/ ELEV. - ---- LEVEL ° iO" ° 92,10 'N ALCUL II UN :
J g^ cU1ea ELEV. _ ------
I ELEV. _ �7;}- ADD GAS ELEV, r_ 0' ELEV. --'=�_ r NUMBER OF BEDROOMS �E:3GTiE9 AS 3
I t BAFFLE
� !} er '�:F"Q �°� GARBAGE DISPOSAL UNIT
ELEV. _
�q 4 HIGH CAPACITY INFILTRATORS WITH,::
TOTAL ESTIMATED FLOW
3 GAL./DAY
DAY
�; tJ OU7_E t Box, 110 GA>i.. �. AY k.'�R. _-? ._
-PT TE _ _ a$t a - h` _ % , GAL:
! � _ , (EXISTING) ING) _ STONE IN AN - REQUIRED SEPTIC TANK CAPACITY� ���_
} F rT 4 vCH4S ( TO 6E WATER TESTED * . T oo r Q iXJO
I c c A ; c. 11 X �S X 10 P.� NCH FORMATION • ACTUAL SIZE 01 SEP I IC TANK (EX}Siir�ot - _.__ GAL.
. .,a Ir MORE THAN ONE OUTLET i
I r- T 9 iNCHtS f "y - ? r SOIL, CLASSIFICATION
a FEET 24 INCHES #..A�'q �,. `n uE A1?3 230
f n T # i° t 4 _LL
r ES � . a 0_ B� PLACED -0iv FiRM BASE y 1 �4+ ,,,.. _ ._ ;: PERCOLATION RAT < � MiN. !N.
,.! 7 FE T �9:Ifti H� �. ( ) A � .P �£ DESIGN PERCO� E - - /
JC
a N. _v % # a a .. ZONE :.' N" LOADING RATE _QJ4 -GAL./DAY/S.F.
3 4 TO 1 ] 2- CLEAN S , �. ,, INDEX 21.E13 7 2o1D EFFLUENT G - -F
/ /. s t i LEACHING AREA
74.33 SQ. FT.
DOUBLE WASHED STONE «� # 4�,7.r - 9 E
_ D ADJUST
c
FREE OF FINES 8e SILT e :; (11X35)+(4iX2iC10ft2)
:. LEACHING CAPACITY (AREA X RATE) 151AQ1 GAL:/DAY
y
as -.T7 �. ���u.«+ a e�> !� USGS PROBABLE WADER TABLE ELF/. _,�£�L_ 47433 X o.7�i
a •� .a.� . f 3 . x r� } <. ,�.fl• .. �:.:: p 01,a € : W 1 018 V. - RESERVE LEACHING CAPACITY A�O,�E GAL. DAY #
�-• OBSERVED WATER TABLE {8/ /3 ) ELEV. _�'..,., _ ____._._. l
NOT TO SCALE BOTTOM OF TEST ' HOLE ELEV. _ -,2-
1.' ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
i TITLE 5 AND THE TOWI`J'S RULES AND REGULATIONS FOR �
i THE SUBSURFACE, DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE: 1 ,
Ap " -t r CQ�. IT !- I� ;
3. ALL COMPONENTS Qr ,, „�, ,ARY SYSTEM SHALL BE CA ABLE Or.
} t i n UNLESS C L i '
.,�.. ATHSTAND,NG H-10 LCA.D N� UNL� THEY ARE UNDER OR VuTH{N
E H- LOADING, HA
�,,.•�"" 10 FT. OF DRIVES OR PARKING AREAS. 20 LOAD: � SHALL BE €
{ J^ OR WITHIN 10 T. OF DRIVES OR PARKING AREAS.
7-Ti �.6 USED UNDER N
4. ANY MASONARY UNiTS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED 1N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH
n DEEDED OR ZONING REGULATIONS. OWNER. APPLICANT IS TO
f 95.2
OBTAIN SUCH DETERI�IINATON FROM APPROPRIATE AUTHORITY.
95:7 6. UTILITIES SHOWN ARE APPROXiMATE ONLY, EXCAVATION CONTRACTOR
,
IS TO CALL DIG -SAFE AT 1-88S-344-7233 AT LEAST 72 .HOURS
a . A RSITE. N i N
PRIOR TO COM..�E C NG NOT K 0
7_ CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL As
t �, I O
x- c SITE GOND,Ti0NS PRIOR TO COMMENC!NG WORK ON SITE.: ANY VAR
5.3
I 15 TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
1 a c >-
r
iA.h'�DiAT_LY.
r f IT 0S. 'PARCEL IS !N FLOOD ZONE
L ! M
. 5
,,.- ._ ... ._ �._, _ __ _ _ ---=-- __- - -- -- - _ T_ N N S �5 RS M,Q, 7i AS PARCEL
SOS L 0 �`P,01G >, -- -_9�: LO tS_S _0>r�JN_ 0 . _AS � C _Q - -- - - �3-
a 1 L 95-6 c 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM `UNDER AND
TEST , `` FORA MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
I.00
1 REPLACED WITH MATERIAL AS SPECIFIED.IN 310 CMR 15.255:(3).
I1 _ �
I .1.1. EXISTING LEACH PIT IS TO BE. , PUMPED AND B.ACKFILLED.
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