HomeMy WebLinkAbout14 Pleasant Avenue - Proposed Upgrade to Septic SystemGENERAL MOTES.•
1. THIS PLAN IS FOR THE DESIGN AND
CONSTRUCTION OF THE SENAGE DISPOSAL
FA CIL ITY ONL Y.
P. ALL CONSTRUCTION METHODS, MAIEJ9IALS AND
MAINTENANCE FOR ME SEPTIC SYSTEM SHALL
CONFORM TO MASS, D. E. -O: E. TITLE 5 AND LOCAL
BOARD OF HEAL 7 REGM.ATIONS.
3. ALL SEPTIC SYSTEM CGyPONov7s SUBJL'C ro
YEHSHALLLBELDES M,EDI TO � rHsrAAj H 2OYLOADING
W. ALL SE*M PIPE SHALL BE SCHEDULE 40 OA
APPROVED EQUAL.
5, BEFORE STARTING GONS7UCTION CALL DIG SAFE
J-800-322-4844 FOR LOCATION OF
UNDERGROUND UTILITIES.
6, DATUM IS ASSUMED
7, NO DETERMINA rION HAS BEEN MADE AS TO COMPL 1ANCE
ITN DEED RESTRICTIONS OR ZONING REGJLATIONS.
IT SHALL REMAIN THE OMER'S RESPONSIBILITY TO
OBTAIN ALL REDUIRED PERMITS SPECIAL PERMITS,
VARIANCES, ETC. FOR THIS Pl4OJECT.
B, IT SHALL REl'INAIN rhF O"EA'S RESPONSIBILITY
TO HAVE r1W PROPOSED DMEZLING FOUNDATION
DESIGNED TO ACCOUNT fOR ThE EXISTING 6r9ADE
AND SOIL COWITIONS AT THE LOCATION OF TIE
PROPOSED j9XEZLING.
-rW O T3ED ROOM DECO P.ESTP-lCM o,,J ZEnv1 R.ED.
Imo) PIPE PITCH- /4,r � UN�5 o-�r`W 1S>~ N D
If• Stita✓rDvLe 40 zt" r,vr, P(Fftj� 1-0 13C USEb
12)SySTT,M NOT OESf(rNeO f-02 VSPE or CAp-Bh�e �RIN�lC2.
PO
INYERT ELEYATIONS.-
INVERT AT BUILDING
�� • ��
INVERT M AT SEPTIC TANK
9s '611.___
INVERT OUT A r SEPTIC TANK�–
ZWERT M AT DIST. BOX
q `� • SO
INVERT OUT AT DIST. BOX
8.33
INVERT IN AT S. A. S.
SG
BOTMW OF S. A. S.
Q3. So
OBSERVED 61?OUND)YA7ER N I A
ADJUSTED 6X10UNDgA7ER -/Vm
CA TCN BASIN
RIM = 97.53
!
A �.
r • i�
1 MCH - 20 FEET
0 PO do
CA TV -1 BASK I
RIM = 96..f5
INSTALL A GAS BAFF'_E
IN OUTLET TEF
• L IOUID
ti DEPTH
---�
SEP TICGTANK
DF -SAW CRMR.TA_
DEC vN F'.OV.
dDEO900M DIYFZLINGL
0 110 cSAL/DAY PEA pY1M
EOJAI .S - GALS. PER DAY.
ACCESS COVERS , ` : -
EP
MUST TIC T�,
BE NK AEOi/IRE7�-
6 4F FINISH GRAOE. 1✓IIXIIN � .
.� ,..` 6P9 X 200.E �► COAL.
—_ - wpm
9SEPTIC rdh%, PAOYIOETr
DIST.
IE -
BOW
• 1-r--•
-.:AL
.StDTIC TANG' 199 -BOX TO SE SET ON A
BE 6F COMPACTED C9U,W "D STONE.
,7GVTR40TCR TO MATER TEST 9-80)( TO
S4,0,V LEVELNESS.
STONE AL .
3/4"- 1/2' DIA, SIZE OF LEACHING FACILITY REWIRED :
2 k'A D STONE
6L. Q 3 , 50 DEsl&v POW. Rd TE - ?-- MiAvrEs/INC.H
PROPOSED S. A. S.
?- GALLONS PER DAY
5#o SIZE OF LEAMING FACILITY PROVIDED.-
�o tTon1 0 F rJ
TF-5rNoL� U. 88 • io SIL70VALL �!$•° S. F. X ._%.[_ �• $7 -32 -GPD
BOTTOM 2-1q,So S. F X ..7y_
TOTALS 332.:56 S• F.
SOIL TEST PIT DATA
7'. P. -i
61z"V. REV. � � , I o T.
REV 1V1,4
6, W ELEY G, J►: EZEV,
D u �7, -,7
Tr`ST BY,• RR A/
jVl7,V SSEI 3Y.• rl • YON lU� l�. ��itR ;go q
PERC . RA Ti: 4 '2—
NDN. / IN,
CLASS I SO I t.._ LT)i` = O. ?y
f
if TP
q` 3 }�
r
r �
I yp
tl
0 O
FJ/VE
C� 1.4/Vb 2. Sy fQ p93.� 1
�� tr
Y,
92.77
i2-
L
�y
REVISIONS -
AV. DA TE REVISIOtN
jH OF �S�
DARREN cyG�
M. T
U MEYER
No. 1140
Ok
.3
r�
7-6P-iA-t,/
PLAN SHO ?rW A PROPOSED UPMAIDE TO AN
EX'.TS T"VG SUBSURFACE SEPTIC D.TSPOSAL SYSTEM
. '' R -f L, SANT AEMU,r ; YARMOUTH CACP GROU T
YAROUT F 14',
SCALE ." " 20 CAUL Y 21, 2003
CANAL LAAO S&MID'.
.SOF OLD PL YAlOU7H 1OAZ7, 5,4 �',4MORE SERC , N
PROJECT 11,,425 -03--05.