HomeMy WebLinkAboutMiscellaneous - 216 RALEIGH TAVERN LANE 11/15/1982 i
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Plrovidedi Reasonst
r FAIL 09
teg .5 The submitted plan wwt show as a rftirrms
„�- ) the lot to be d aensi lot ' butte
location d log obi ati M "ties
location o tests-di stance to ties
design ,calculations calculations g e � leaching
location and diviensions of sy-atem-Ancluding reserve area
existing d proposed contours
t, n any wet areas vithin # of sewage spas or
10 sal aimer-chack- watlands
b) surface and subsurface , within IWI of so-mge disposal
system or disclxAm3r
,, drainage e i within 100t of e
system or disclaimr-Plaudzg Board files
(
kaoun sources of water supply vitbin 2001 of sevage disposal a
lair
location of , p posed well to a , ° from leaching f : ,
location of water 11mes on propfwty-3,01 from leaching rAlity
7 ) location of benchmark
driveways
w (o garbage disposals ,
no VC to be used nab n
( ) pivfile o f system-elevations of basement., plumbp pipe,, aeptic
distribution box Wets and outlets,, distribution field el piping and
Cr elevations
r) i nd water elevation in area sewage disposal system
7( ) plan winst be Prepared by a Professional Engineer other
profossional authorized by law to prepare s b plans
Reg 6 Vi ptic Tanks
(a) of flow,, water table,, tees depth of tees,
ac, a , pturping
t ) clwviout
) 10e from cellar wall or n d swimxing pool
(d) 251 from subsurface drains
eg 10.2 Distribution Boxes
( ) greater 0,08
eg :C.4 (b) sump
f L y.�I ,5 Per:z Vw
MIL M
IeW."hilig"Fits
teac),Ang pl,te are prpwferred iAaere the xF M I& ,,I, n is ostdhl
Log .2 ) . % t ion °o0eac _,
b)
Spacin
11.10 0 suriae: drZage 2%
. � cover fierial
) 261 0, lash pad
tep"'at elbow
g) pipe from d-box to pipe
20 ndnutes/Imc
ft
15-h conatracUou of field
15.8 face drtinage
.7 , 201 from cellar vell or inground sidmming pool
� m
L eadhin Tv he
g 14.2 ching q ft
14.3 b
�.th es between
1 a fi
14.6 d sUs togy
14.E f) r drainage 2%S
be b
g 9.1 )
9.6 stand-by power
SOIL PROFILE & PERCOLATIC�l
� TEST—DATA
0
a
North .Andover$ Mass. Street No � � �� ��` � ���,; ��a'�� ,.����� Lot No
Loc/Subdiv. P1and Owxaer ��. .
r
investigator w ') Obseer e
< (2. "Y'l"Y'" SOIL PROFILE DATES
1. tlev 2.Elev 3.Elev- 4.Elty�
0 0 0 0
Ties PtTest
2 2 2 2
3 3 3
4 4 4 4
5 5 Ilk, 5 5
7 7 a 7 7
r
8 8 , , 8 8
9 9 g
10— 10 10 10
Benchmark Location
Elevation Datum
PEli.CO TTON 'PESTS
DATES
Pit Number 1 2 3 4
Start Saturation
Soak-Minutes
sz-a-FV
Drop of 3"-Time
Drop of 611-Time
M6ns-lst 311 drop
Mins.2nd "" Drop
Percolation
SOIL PROFILE & PERCOLATION TEST DATA
4-
North An'
Loc./Subdiv.-
lllvestigator, x Observer
S RqfiLE S-DATE
Elev' * Elev. Elev. =Elev
0 0 0 0
Ties to Test is
2 2 2 2
3 3 3 3
4
5 5 5
PA L
6 6 6
7 7 7 7
8' 8 8
9 9 9 9
.0 10 10 10
Eenchmarle Location
Elevation—
Percolation Tests.-Date
Pit Number 1 2 3 4 5
Start Saturation 17,
Soak-Mins. /11;F
Start Test-Time
Drcap of 311-Time .
p of 611-Time
Mjins. lst 3"Dr�o
Mins . 2nd 3"Dr��p 1 11
(Cp aA a,0'
Per'colation Rate
3
36,
Sleatchas on Back
Frank una and Associates C-C UDC G3 OF TrMI ME0UTU
Engineers & Architects
North Andover Office Park
NORTH ANDOVER, MASS. 01845
DATE � JOn N4.
q q C "
Phone 7.1483 ATTENTION
TO ",-'&Q� " ' A R
ti
A (.
GENTLEMEN:
® WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings 0 Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. »�
DESCRIPTION
Azzi "
THESE ARE TRANSMITTED as checked below:
0/For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.
North Axac mg-1 ,,Maas.
INSTALIATICH CHCK LIST LOT
ri
'OK FAIL
1. Distance Tot
a. Wetlands
gam, Dra3ms
c. We ,4-s C
JZ 2. Water Line Location
3- No PVC Pipe
4. Septic Tank
a.. Fees _Lea & To Clean Out Covers
be Cement Pipe to T .- on Both Sides of Tank
1 14 5. Distribration, .fox
a. Covers Ec No - No Cracks
b. All Lines Flowing cants
c. No Back Flow
6. - Leach Field or Trench
fa. Mriensio as
b. Stone Depth
co Capped Ends, Ale,
d. Clean e Washed Stone - e5ver f�"
7. Leach P .ta/ '� '
o. ash Pads
� .
e. s t Pipe to Pit - Both Sides �
f Clean Do-able Washed Stone
8. No Garbage M spo sa ,
9. -Anal. Gra ing Inspection � 7 ��,
10. Barricticling Go-ad System ..,
11. As BwIlt ,S-rabx.7afi.tted
a.. Pmt Location
be Muens-tons of System
e. Location with Regard-to Perc Test
d,. Elevations
e. Mater "Table