HomeMy WebLinkAbout2015-09-01 Septic Design 51 Wellington Way P ✓ ll
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I NERE6Y ERTI HA]�1HE LOCAnONS,ELEVATIONS,8 TIES
SHOS Hf HESEII z cROM AfI AGNAL SURVEY MADE
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K ZZ 3 �Q� ELEVATION
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LOCUS MAP Res4 2S
LOT 70 SCALE _ ~ fi� 123N30 q"S , y�'L
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124 - — -_ -
`~' 13EREY
- _ _ LOT 4
\
i REA=33,044 S,F,
DESIGN PARAMETERS LOT 4 x
NO,OF BEDROOMS d O"0�
MAX.NO,OF ROOMS 9 _ \ ..� Inve7= N 4
DESIGN FLOW 44043AUDAY % / —r 26` \
PERC RATE USED 2MIVIII np gyp,
SOIL CLASS CLASS 1 yA TB L
AT HOUSE E t3l.501 LOADING RATE 0.74 GPDlSF I�2 I I \ 1 130
LEACHING AREA REOLIMEO 5956E
Pt TAB-
TRENCHES2xz,
\ 6 So.F77FT OF TRENCJS
INV.SEPTIC TAN% 59516=99 PT OF nENCH _
I \ INLET ELEV=130.76 LENGTH OF TRENCHES REOUVRED 99 FT
-.-.-_- _ ..---- LFNGTl14F TRE
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ESPROVIDEO iDOFT
INV.SEPnc TANK NUMBER OF TRENCHES 2 x`
OUTLET ELEV=130.5£ TRENCH LENaTII 50 FT 1 \ A�Q �3?
SEPTIC TANK USED 150043ALLON �' \ P. 136 134 d
9• SYSTEM ELEVATIONS
\ G r s'&pro
132 . -- --- \--_..,. _ .. .� I \gA .P4 Y4aoq SE{ 4 1 JO
TEST PIT 6B SURFACE ELEV ma l
GROUNDWATER ELEV 11s99
I \ EXISTING BOTTOM OF STONE 120.80
GRADE INVOF PIPE ENDOF TRENCH 12280 \ y pT
INV OF PIPE AT BEGIHNiNG OF 7Dde1JCH 123.45
INVATD430x OUTLET 121.0E
i D-BOxINLEE 123]3
CLEANOUT 123.50
120 -_.__..__— ______~'R• _ SEPTIC TANK OUTLET 130.51 429
SEPNC TANK INLET 130.70
OC \ [LZFI
CNOUTWNTi INVATHOUSE I3L50IU$BEND \ \ ` U0,
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Op If \ r0
s'4 LEV=123.06 TFIis AREA AS PER -
S'GASE OF qo PROPOSED I' ''� D fb255 S BELOW : �S�i .�
ITOPIE UNDER wl, GRADE THIS AR, ASPER ` PROPOSED \ \
SEPTIGTAf K 15.2551
BELOSV 1
O-BOx AN❑ GRADE
_ ._.__ its ..._....
124 —.-_........ - .�7J IOL -_ -- - ""E.TEV=1T33B- r Ex15TING
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5=00 ! 'p' CSCH dO -iGftAGE
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a
SITE PLAN INV EL �127.50 HRST2FT
FROMO'-00 .. ._..._...._.__.. ...... .—
LEVEL6LO E I - ODFPIPE 20, 0
iELLI"-S22Bfi
SCALE:1'=XY \
FV-120.00 120-..... ..__. ... \
E £2080T° ASSESSORS REFERENCE:
5' S MAP 105C,PARCEL87
02016 CHNSPAN&EN d SERGI,INC.
SEPTIC SYSTEM DESIGN PROFE ENGISSIONAL
NEER
FOR
]ANMELEV ROUNOWATER
' OAT6
EATIN 115.80 118.00 EATIOO N 1156011ap (LOT 4) 51 WE tINGTON WAY
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n o w m n
IN
NORTH ANDOVER, MASS.
0.�o 0>80 -.^ 1400 "so 2.q0 2.50 0.00 0�50
CROSS-SECTION RECORD OWNEWAPPUCANT pHIL1P G.CIiRISTIANSE7J
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PROFILE MESSINA DEVELOPMENT COMPANY �
6) SCALE:HOR 1"=20' 277 WASHiNOTONSTREET GATE:JANUARY 6,2016
LhTtem fc is lequ:lod to replaco unsulwh'a w Impeldneahla oft(ltwt Is mpsc�I a A huir°n), GRO1}El_AkO MA01836
SCALE:FiOft 1"=20' £h°crwwa0anallha unwi7ahle material shall e.lertd n mfnlmam of F:ve feella!elolryM aR VER 1"=2'
VER V=2' dir dons hey ,aaad o Dole.pedmater of Iha cad oh—ption system tod:o :depltl of t=Iy - REV:MAR 22,201E
-x—t,a per•Mu4 matedai es mquhd Lry310 CMR 15240(Wi°t—gw sW—spalM PROFE5516NAL ENGINEERS 8 LAND SURVEYORS
replaced v ilh fA maNU mw.,,j lhu sNorco' v a1310 CMR 15255(3I Sea GENERAL
10 FES(2) CHRISTIANSEN &SERGI, INC.
160SUMMERSTREET,HAVETJH�LL,NtASSACHUSEFDS O1830 SHEET I OF
LON Y{;VW.W-ENGR.COM TELOT"73.0310 FAK 970-372-39W DWO,NO.1403623.