HomeMy WebLinkAbout83-1463 - Sewage Disposal 2PLOT PLAN
SCALE
;-I RAJ:: Zo FT.
LOT NO assFss�eS MaP zSt`PAZreL
LOT AREA5c S
, R
h
+
17
1 Y T Cr
To �'o
' ... � i� a� .ter l ..^� `+ •• /¢.�,. /- n: o'' IZ ' - - -. _
Af
e t
rk
P t .
Date. En.i IE, t998 . DEEP OBSERVAT10tiNOlEf1
Perfomed E i RobertPerry.S.B.M-.E. Witnessed E :8ruce-Mur
Depth Tam &e ball T.*" sot cow bot klo-ug phm (xrumaa, Morw,
r ' ,. ` \ •.••�. 1\ Elevation SuR.a tm.4en plsoy 6Wdn
Inehet . 1A•ea^sls+wa.7.
-; \ ✓ °+ 6'^�-. . 9.4, -'9.1 0-4 A LoamySand' I0yr2/3 -
.9.1 7.7 4-20 8_.... LoamySand 10yr5/6 - -
. 7.7 3:6 20-70 CI Sand
1\ \
Parerdmatedd(gedogtc),Olacial Outwosh. ..
Depth 10 bedrock N/A " Depthto GrasNwater b I" Weeping from pit /ace -Oo
RanTrg tater in hdo E l 4. 3 EsOmated ieasarlal high QraMw.der Pit. 6,6* '
Percolation Test: P 45", 12"-9" in 4:18 Min. etrimpter method
•� 'r / \ :. -A _ _ - .. 9"-6" in 5:30 Min.
o f I r 1 LEGEND.
PROPOSED CON7001? L)NE
t
1 / / ,^� • . - - - r.>'--- ExiSTING CONTOL.R
PJLGPcSED
4 1 / < / / - yV WATER LJNE - PacPo 5E0
PROPOSED 1500
` � . . � � ) '� ). •/ . / - ... Q GALLON SEPrC .ANI!
O PROPOSED 'D5rR/BU7AW BOX
PROPOSED LEACH B E D
Datet Nov. Is 1998 DEEP OBSERVATION HOLE 9! 2
Performed E7: Robert Perry, s.g.R.E. Witnessed Pytgroce Murphy.2.0.11. r --i mnnne<n +Renu nce env< woew _
Elevation
D•Rn kem
sutw
Inchea I
Gai
itat:on
Bat Tee"
&SDAI
I
set eau 6ca MITIV
-
-
ct1 (#nrC+ae, «arae,
6eiNe,a,eevhtarvy,
10.4 -
9.8
0-7
A
LoamySand
10yr5/3
9.8 -
8.6
7-22
8
rromySand
ICyr5i6 -, -
8.6
-. 6,4
22-48
CI-
Sand
2,5y 6/6
6.4 -
3.0'
48-65
C2"
Sand
10yr?/2
'
5.0 -
4,4
65-72
C3
SandGrave
2.5y6/2" -
Parent matertal(gedogic) Glacial Outvaah
W + ; DepthtoWmck 0/A Depth IDGroundwater 73" R0
' - • _ - N/eeltrptn7npgfate
3 \ _ Etan?rig WerInWe i I 4. 3 Estimated sea"W high prtxndWer E 1 , 6o6*
Y
PercoIatfon Test:'
PROF/LE OF SYSTEMTT'P/CAL LEACH SCD CROSS - SECTION
-AV SCALE - NO 5GAL
. •, - -. E
MANHOLE a COVER - MWJ. OTA a E - -
riG " 7 s • D ± BROUGAIT UP TTJ WITHIN GO OF FINISHED GRADE - - F/NIc+HED 64ADE-
y/-
.. CLEAN BACKFILL
r' fir. (L . g `
_ 2' LAYER OF O. S /c SC a PE �-
- lip" {'A"- 32" WAW5D STONE /2 M/N/A,IUM,
- - -- --- - GAP Ew105 -...
Q13'.b,5�ifmwz3uE f.� - - 1'
INV+ ) 1 . ' .i
\-.) rN[Er R,• f,� Irv: 1Z.5±,1 .. j
4 D/4. T/GHr ✓DWT P/Pf-� • --- o. S -3/*'-
�+ ` -t•I _. - F:� , 5*o „JE �,- lNY.= Y2•'dZ r lNV,: f2./0 � Y?r -rED IN T,PEA/LHJ et OF/ifWASHED $TONE
6�u1r�RYrEE . • 2.3 -'^"�1 FE-- --r ./wr✓._ 12.33
INLET JWERT +
` \�� •*-- 90 PROVIP£6AS SAFP4 TFI£UT/OAI.EOX - -
ELEV.= 12.33
O/S-�
Z ource75 LEd^rl PED '
+ O.S OF3/q" /... .: ,. :_. .. ,. -' INVERT lL F✓AffOwT$ AF LIL - - ,
TO,SEPTIC rANKTO 13C THE SAME
' BE LePT<
a +TAAl KE.- �-CAPACITY-, L, GO =�,GALLOwS � - - - o - O.S • 80'TDM OF ,
ORECA57.: REINFORC�.CONGPE7E - '• - _ 'd . EL EV
S 4.
_ '-
r3=y1
NOTE: ALL PIPE TO BE ?Oje ReC. T/GNT ✓OlM 0 W' -
LOCUS MAP.V ;
3
P'
J"
SCALE l 1Al. = 2000 7•-. „
GENERAL NOTES
h ELEVATIONS REFER TO nl.G. V. D. SEE 864CA4 4ARK Owl
COrJC 4FTE'' ROAD BOUND. - -
0N AND HAeiALS TO fdNFORM TO T/7LE.50A T
Z. ALL CM✓S7VOC777 F
MASS. STATE ENV/RCYJMENTAL CODE AND 7HE DGA2D Ac HCAL: ,4
RE01JIREMEJJT5 FOR THE TOWN . OF YA R M u JT N -
T
S- ANY . CHANGES 76 T415 -PLAN MUST BE = D ' BY ,HE Za4RD
iAPAROVE
OF HEAL77/ AND SCHOPIELD &eOTHF-PS,
4. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED "OVER rr'E
100.6 : EXPAA/SkW AREA. '
S. FOR PROPER PERFORMANCE THE SEPT/C YANK SHOULD BE •1ti�SrE^"'ED
AT:GZA57 ONCE A YEAR, .If SHOVID'BE PUMPED W14&j *6
-DEP7H: OF SCUM ANO SOLIDS EXCEEDS Y4 OF JT5 ,L,Quio.DEPYH. .
B:ANY,UNSUITABLE CRDELETERIOUSMATERIAL ENCOUNTERED MUST BE
' EXCAVATED AND REMOVED TO A DISTANCE OFFS FEET FROM ALL ;
SIDES OF THE-S.A.S, BACKFILL'WITH CLEAN IiRAVEL OR ,SAND
MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD
.BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL'<` ,
QUALITY. •SCHOFIELD BROTHERS'OF N.£„ INC. DOES NOT ASSUME. ,..•
RESPONSIBILITY FOR MATERIALS ENCOUNTERED CURING EXCAVATION
INSTALLATION CONTRACTOR, CONTACT SCHOC IEL0 BROTHERS z
PRIOR TO BAdK FILLING FOR SYSTEM CERTIFICATION.-
SAO KNOWN WELLt.£XIST WITHIN,200'; OF PROPOSED LEACH EEO. x
S.WORK LIMIT SHALL BE 'STAKED PRIORTO CONSTRUCTION AND'SHALL`
CONSIST OF HAYSALES OR -SILT FENCE: WORK LIMIT WILL REMAIN
IN PLACE UNTIL'SUITABLE VEGETATION OF DISTURBED AREA HAS,'
.. TAKAN PLACE. -.:<,` • ;', - ".-,. .. ;- e
10',THIS PROJECT .IS OCCURING WITHIN 100 FT:-bF A BOARDERING ,
VEGETATED WETLAND. ALL DISTURBED AREAS SHALL BE
REVEGETATED FULLY AT THE NEXT SUITABLE TIME AFTER
CONSTRUCTION IS COMPLETED:.'.' '
III PLEASE REFER TO- ANY ORDER OF CONDITIONS 'ISSUED BY THE
YARr0;7TH CONSERVATION .COMMISSION 'FOR THE PROF05ED:i.ORK
12.SEWEP LIMES"SHALL;BE PRESSURE TESTED IN AREAS WITHIN .
10• CP WATER LINES.
DES/GN DATA
I, E5704ATED H7DRA(¢JG . LOADIAG
f 2 r',2� PER 444 '
- DEDROOM5 AT, no GALLONS DAY. PE[ DEDRODAs-'
4AZ64GE DISPOSAL IS '' O + ALLOWED WI7H TW/5DEb/GJ.,
Z. 56mi7c .TANK 52E
AVERAGE DAILY FLOW r Y7 [7 p ,X 2 o O : !(, a: �"i O :GALLONS
SEPTIC. TANK PROVIDED /500-(+➢+w/MUM)
GALLONS
B. DESAW PERCOLATAON. RAYS' .. s ' M P I:'
S/DEWALL LOADING -' _ " GALLONS/S.R
- BOTTOM LOAO/1dG- O .7T-- (rALt01JS/9.F
4: LEACHING AREA: -
TOTAL 5JDCWA4LL AREA PROVIDED • '- S.F x "-GAc,ISF,
. _ ■ ' GAL,
59E:o
7797 -AL 60D770M AREA PROVIDED S F, x
(46'.)01•)" a 444.5, GAL.
MAWA>LWr ALLOWADLE LOAD/N6(DRAPER T/rLe 5) Z• S. GALIDHS-
ACTLW HYDRALtLIC LOADWr : ' EiO '' GALLONS '.CSEE I )
M/N/MUM SIZE LEACH/NG AREA EXCEEDS THAT ,ALLOWED UtiDEe -
pOTH 7HE TDwV OF YA R M o 07 N 'BCARD OF HEALTH ,PE0/4iEMEAI75
ANO -. T/7zE-5. .. - ..
PROPOSED SEWAGE DISPOSAL SYSTEM .
FOR A PROCoSCDro0P? 6sFDR0om
DWGLtiIUG .,..
AT: eA55-Rii/Ef2 -rE'RRIAtc
50UTd YA12M0UTN MA.
,
APPLICANT+ TEL NO,
DAVENPORT'BUIt_D1A1G C0.;.TNIC., <5o3Ia Z. 1':Z,
ZO AAA IM ST_.'
OUTH Y'ARMOVTj{ I MA •bz,4-4-4 1"
D TEr 17£r: j 1998 SCALE: As noted
( i s /. �„`�• IZjro (aB RAO. Sara �'ESr! IttL'. tr! -Y
`.-AOD/rI0N�LwfTLANQ-.-
Sfl3' ..
DE BY+ - `. DRAWNBY: `- CHECKED 6e' '
e'T h 5CHOFIELD SROTHE2.S OF IV. E. 'INC. '.
-
- SLA?VEY/NG • PLANNIA
P.O. BOX IDI, 15, CRANBERRY-HICH%VAY, . CU LEAACS, MA