HomeMy WebLinkAboutMiscellaneous - 300 GRANVILLE LANE 7/27/1979 i
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SUBSURFACE D11,.T0,9AL lf.RSTGN CHECK US?
LOT
1APPROUD ME DISAPPROVED DAITS
'Provided:; Reasons:
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Reg 2.5 The submitted plan rimat show as a m1m ru ns
} the lot to be served-s. e a,dfo-m nsio as lot ,abutte rs
� .. location end log deep observation holes-distance to ti 2s
�w o
location and smelts percolation teats-dist�r ree to ties
a, A d, Aesi n calculations & calculations tions shoving .i leaching area
location and dimenvions Of s stem-iru.oluding resew area
'' location
existing and proposed contours
(g) location any wet areas witbin loot of see r, ge disposal system, or
`
disclaimer-check wetlands mapping
(b) ourf oe mid suzb.garfeoe dugs jjtjd,n 100, of savage disposal.
..
system or disclaimer
(1) location any dralnoge easements ui.jilin Loot of ae�rage disposal
system or dis lai�rr�r -Plant og Board files
,, � ) , ► souoes ofyf ;r supply within 2001 of rr°° e dispona
Gal
system or disclaimer
location of any proposed w l to serve lot-loot m leaching facility
location of water )Ines on property,lC o from leaching fs ility
r )
location of benobn k
drivellays
gs; bs„ge disposals
t, p no PVC to be used In construction
profile of system-elevations of basenmt, plumb, piper septic tank,
Y", dista-ib tion box inlets and outlets, distribution field piping and
r Other^ elevations
(
. r axin m grotmd water elevation An area se,wage dd*posal system
(s) plan must be pr spar d by a Professional Engineer or other
professional auutbo ized by law to prepare such plans
Reg 6 patio l.= s
WARTAT50 of flow, water table, fees, doptlh of tees,
access, papping
(b) of rout
(o) 101 from collar vall or d swimming pool
(d) 25' from subaurfa,ce drains
Leg 10.2
Distribution Boxes
Leg 10.4 �� (b) top
'pub fsc si Ghe -% List Page 2
FAIL OK
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Ieaching pits are preferred Vaere the installation is possible
Peg 11.2 A) c stions of leaching are-a- £r ft
11.4 b) ac
11.10 c) face- n-go 2%
11.11 d) ccv�r t rill
e) 2'x2'x4" spid,sh, pad
f) tee at elbow
g) no bends in gips f o d-box to pipe
Leaching neld.s
Peg 15.1 m� a) e fires _er t 20 utes/inch
bj araa-rdnimm 900 sq ft
15.4 0 construction of field
15.8 d) surface drainage 2 %
3.7 e) 201 from cellar 1 or in and swimAng p 1
JL eachin Trenches
Reg A.l a) cP- ons o,. eac g area-rdn 500 sq ft
14.3 b) spacing®4 ft/An 6 ft with -es o between
1h.6 d) ccstc on
1h.7 0) stone/
lb-10 ---If) surfs dr; sage 2%
I - a _ l 'Slope
a) s opi x ® to be shown)
b) Y/x 15 = (to be shown)
,
Peg 9.1 a) 'tal
9.6 b) ;�� d-by power