HomeMy WebLinkAboutMiscellaneous - 140 VEST WAY 4/30/2018 (2)I
LOT 51 A
51,089
0
LOT 51 INVERTS
DWELLING
167.84
5 T INLET
165.11
S T OUTLET
164080
D BOX INLET
159084
D BOX OUTLET
15%69
PIT BOTTOM
1
155°5
2
154.0
PIT INVERT
1
157054
2
156004
j k
ALL DIMENSIONS FROM NERD PLAN 9119
I CERTIFYTHATTHE CONSTRUCTION MATERIALS
USED WERE THOSE SPECIFIED ON THE SSDS DESIGN
AND THE GRADES ARE THOSE SHOWN ABOVE
SEPTIC SYSTEM AS BUILT
LOT 51 A VEST WAY
IN
NORTH ANDOVER,MASSO
OWNER-ROBERT6HIRLEY GOGLIA
DATE 7-12-83 SCALE 1�140r
PREPARED By -
FL YNN Assoc. P. C.
CIVIL, SANITARY and CONSTRUCTION ENGINEERS
Plaistow, New Hampshire 03865
P.O. Box 569
0t
to
LOT 51 A
5 I, 0 89
L
�sOx
LOTS I INVERTS
DWELLING
167.84
S T INLET
165.11
STOUTLET
164,80
D BOX INLET
159084
D BOX OUTLET
159,69
PIT BOTTOM
1
1555
2
154.0
PIT INVERT
1
157054
2
156004
ALL DEMENSIONS FROM NERD PLAN 9119
I CERTIFYTHATTHE CONSTRUCTION MATERIALS
USEDWERE THOSE SPECIFIED ON THE SSDS DESIGN
AND THE GRADES ARE THOSE SHOWN ABOVE
SEPTIC SYSTEM AS BUILT
LOT 51 A VEST WAY
IN
NORTH ANDOVER,MASSO
OWNER-RO BERT I SHIRLEY GOGLIA
DATE 7-12-83 SCALE 1=40
PREPARED BY—
FLYNN
Y^-
FLYNN Assoc. P. C.
CIVIL, SANITARY and CONSTRUCTION ENGINEERS
i Plaistow, New Hampshire 03865
i P.O. Box 569
dvNov 26, 1982
Mr. Charles Fo3ter, zil.di;^ Y .Insp.
_sidover
-L SS.
Dear PA.r. Foster:
Sept -'Le ta_n� peri.its on :.got 41 and 51 Ve-st -.LY
haire been revoked.
Lot 51 Vest '.a,y, the percolation and deep test
data must be re -done because the septic plans submitted to this
office shots percolation andz deep test hones t,,,here nor:-^-.ist
on the lot.
Lot 41 Vest V ay, ;'r.e proposed syste:., is only
30 :: eet _'roan wet lands, e, fact d; d not show on the plans
approved by this Board.
Very truly yours,
.:ichael Aosati
Inspector
BOARD OF HEALTH
120 MAIN STREET
NORTH ANDOVER, MASS. 01845
TEL. 682-6400
rte. 6-5� vZsr W=�-,
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4
Board of Health
North Andover,Mass
SUBSURFACE DISPOSAL DESIM CHECK LIST
LOT
APPROVED DATE PISAPPROM DATE
Provided: Reasons:
OOV
. 2 Y
Title V U '
Reg 2.5 The submitted plan must show as a :
`X At a) the lot to be served-areap MensJone lot #,abutters
b location and log deep abservation hoes -distance to ties
�} c locatigm d results iemolation tests -distance to, ties
JC d desig6 cal ations it calculations showing requirfd leaching area
,� e} location d di osisl
system-including resertL-arpa
L 8 f) Mds'ting d propose oms '
loca on wet s within 1001 of se disposA system or
��� disci -check tlands mapping
{J h surface d sub face drains within � o e disposal
K' system o di
(i) location, drainage easements vii r f sewage disposal
system or disclaimer -Plan -dig Board e
(j) kno�.n sources of� s�within 2f sewage disposal -
system or disclat9(r
location of osed sertire lot -1001 from leaching facility
PSP � g Y
)location of water es oagprop"y� from leaching facility
location of benchmar f
driveways f
garbage disposals 7
no PVC to be used in con ction�
(q) profile of system -el of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
Otter elevations
r) maximum ground water elevation in area sewage disposal system
s) plan mast be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
Reg 6 Septic is Tanks
ija) capacities -T50% of flow, water table, tees, depth of tees,
access, promiag
b) cleanout
101 from cellar wall or inground swimming pool _
d) 251 from subsurface drains
Reg 10.2 Distribution Eoxes
I A a) slope greater tJL= 0.08
Reg 10.4 b) sump
r
)surface Design Check List
I FAn I M
Leaching Pits
2
Leaching pits are preferred the installation is possible
Reg 11.2 a) c
alculations of leac area -minimum 500 eq ft
11.4 b) sparing
11.10 c) face 2%
11.11 d) er mat al
e) �'a2' splash pad
f) is at elbov
g bends in pipe from d -box to pipe
Leaching Fields
Reg 15.1JV
no greater tuman 20 minutes/inch
) area-minim900 aq ft
15.4 } construction of field
15.8 ) surface drainage 2 %
3.7 ) 201 from cellar wall or inground sw3mndng pool
Leaching Trenches
Reg 14.1 a) calculaons o thing area -min 500 sq ft
14.3 b) spacing -4 f 6 ft with reserve between
14.4 c) dimensi
14.6 d) cons ction
14.7 e) s ne
14.10 f) surface drainage 2%
ADownhill S12 e
a} sop
e y x�to be shown)
b) y/x x 150 = (to be shown)
EMS
Reg 9.1 ia) val
9.6 b d -by power
06 OW
reD
o�N �t1
00 �o� Sa
SOIL PROFILE & PERCOLATION TEST DATA
North Andover, Mass. Street No N1 E sT . Lot No
Loc/Subdiv. iESeto ({G S Pland Owner
Investigator Observer
SOIL PROFILE DATES
1.'Elev 2.Elev 3.Elev 4.Elev
n
. I -r- s
0-
�FuSd�
l,�Dc�E
Benchmark
Elevation
�%�Zl'IZ
0
2
,Z�Llaz.
0
T�
1
2
3
1
3
�
3
3
wY
5oo.�a�(
4
5
G�A.,
4
Q 5
u�2a►�--
5
5��
3
start e i
6
6
6
Drop of 3" -Time
\o
7
moi(
7
7
M6ns.lst 3" drop
z
8
8
Mins.2nd " Drop
/7
Percolation
9
9
9
SLE
,Pvfu sem.
10
10
J.
10
DATES
(- 0 4r
Location
Datum
PERCO;.kTION TESTS
///Z e. /102
Ties Pills
est
Pit Number
1
2
3
4
Start Saturation
// ` 3(.
Soak -Minutes
/9
start e i
Drop of 3" -Time
: p
Drop of 6" -Time
Z .' 2¢
M6ns.lst 3" drop
z
Mins.2nd " Drop
/7
Percolation
\1Es�i wA`�
4
5
SOIL PROFILE & PERCOLATION TEST DATA
5
North Andover,
Mass. Street No
V ES`T c►.)
Lot No S
y �-
3 6
Loc/Subdiv.
Pland
Owner
gip`( Co
7
8
Investigator
8
Observer
VAS �.
SOIL PROFILE DATES
'Elev
2.Elev
3.Elev
4.Elev
0
M ns.lst 3" drop
0
0
0
1
Mins.2nd " Drop
1
1
1
Percolation
t
Tiles to Test
'
Pits
2
2
2
2
3
3
3
3
4
5
1
5
3
4
6
y �-
3 6
7
Soak -Minutes
7
8
8
Benchmark
(Elevation
9
10
DATES
4
5
6
7
8
9
10
4
5
6
7
r
8
Location
Datum_
PERCO;,ATION TESTS
9
10
Pit Number
1
2
3
4
Start Saturation
Soak -Minutes
ar e
Drop of 3" -Time
Drop of 6" -Time
M ns.lst 3" drop
Mins.2nd " Drop
Percolation
SOIL PROFILE & PERCOLATION TEST DATA
a.... -- 1J
i• .... n RC+-
_ .rncf- N
VLA T T.n4 o.
North Ari _ ---�-- -i
Loc./Subdiv._ -io�rES Plan Owner
Invests -gator . � Observers '`1,7'e
SOIL PROFILES -DATE
_ A
Elev. 4'Elev.
Elev. ' Elev.
n, 0 = 0 - 0.
1
2
3
4
11�
----� Ties to Test fits
LO �_ _ 10 _—___ 1 10 4 `_._.� 10 1 —
Nv wation
�-t�rL. �c,��'t,r
Benchmark 1 'F;� Loc
Elevation Gk`''n Datum
v nVt -v T -MM v
Percolation Tests -Date
vatie-----
Pit Number 1
2
3
4
S
Start Saturation
Soak -Mins.
Start Test -Time •�
Drop of 3" -Time -
"-Time-Dro
Drop of 6" -Time
hins. lst. 3"Dro
Mins . 2nd 3"Dro
Percolation Rate
a41
AAr
�
Z
'' e
�i
6
V�� T SOIL
PROFILE &
PERCOLATION TEST DATA
4
S
Start Saturation
C
North An'----
A1n R c+- roof- ^ VAST
W p.`( T.nt Nn.
Loc./Subdiv._
__Plan
Owner
Start Test -Time
Invests -gator
Observers
f
SOTI,
ROFILES-DATE
ISI I �2
_J
2
3'
A--Elev.
-fir-'- Elev.
--= lev.
Elev.
--
0
0
—
0
4 x
x
Ties to Test Pits
2
2
2
3
.c
�
3
3
-- --
4
� (G
n
4
A6 t,*jl
I
'
o
4
4
— ---
5
5
5
5
A
6
6
Elevation
7
8
9
r
10
Location
Datum
Percolation Tests -Date
7
8
9
10
iaaze-----
Pit Number 1.
2
3
4
S
Start Saturation
Soak -Mins.
Start Test -Time
Drop of 311 -Time -
"-Time-Dro of 6" -Time
Drop
Mlins. Ist. 3"Drop
`7ins . 2nd 3"Dro
percolation Rate
)tes & Sketches on Back
FLYNN Assoc. P. c.
CIVIL, SANITARY and CONSTRUCTION ENGINEERS
P.O. Box 569
Plaistow, New Hampshire 03865
Tel. (617)686-3559
January 10,1983
Board of Health
Main Street
North Andover, MA 01845
Boardmembers:
On behalf of my client, I hereby request a variance from
your regulation requiring that subsurface disposal systems re—
main at least one hundred feet from road drainage. The variance
requested is to reduce that distance to fifty fleet, so that the
subsurface disposal system on lot 51 Vest Way can be located in
the area shown on our plan dated December 10, 1982.
Our plan depicts a different location from that originally
shown on previously approved plans for the lot.The change is
based on several site visits, and soil tests conducted by (fir.
Rosat,ei and me over the past -three months. We agree that the
proposed location is superior to that previously planned, or any
other location on the lot due to topographic and soil conditions,
and the presence of ledge.
Please consider this request at your meeting on this date.
In doing so, please note that the design meets State distance
requirement. Thankyou for your anticipated cooperation in this
matter.
Sincerely,
Flynn Assoc.,P.C.
7
Alfired A. Shaboo,P.E.
President
Frank C. Gelinas and Associates
Engineers & Architects
North Andover Office Park
NORTH ANDOVER, MASS. 01845
Phone 687-1483
TO
GENTLEMEN:
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
UETTEM @IF CTQQRSEDUUM
JOB NO.
❑ Attached ❑ Under separate cover via the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
THESE ARE TRANSMITTED as checked below:
LTJ' For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ _
❑ FOR BIDS DUE
REMARKS
COPY
19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
It enclosures are not as noted, kindly notify us at once.
ill
Frank C. Gelinas and Associates
Engineers & Architects
North Andover Office Park
NORTH ANDOVER, MASS. 01845
Phone 687.1483
TO
GENTLEMEN:
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
JOB NO.
ATTENTIONF
i
RE:
GENTLEMEN:
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
y
THESE ARE TRANSMITTED as checked below:
i
3"For approval , ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19
REMARKS
COPY
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
If enclosures are not as noted, kindly notify us at once.
SOIL
PROFILE & 'ION
3
4
S
PE_ TEST
--
---
DATA.
--
-
Soak -Mins.
North Andover,1•,ass.
No.&Street
Lot No.
Start- Test -Time _
Loc./Subdiv.
Plan
Owner
Dr—p of 3" -Time -
"-Time-Dro
' Investigator
'� -� Observer .
Drop of 6" -Time
%
- SOIL PROF LES -DATE
{ 1. Elev.:.
_
2. Elev. 3' Elev.
4.Elev.
Mins -2nd 3"Dro p_
0
Percolation Rate
y�
Ties to Test Pits
2
-
2
-_7�
.
2
2
-
3
-
3
3
3
4
4
4
4
S
S
S
5
6
6
6
6
` 7
7
7
7
8
g-
-
$
$
-.-
.
-
-
-
- - "
10
10
10
fi`''t►-
-
10
Benchmark
Location
-
Elevation
Datum
Percolation Tests-Date
PitPit Number --
2
3
4
S
Start Saturation-"
-
Soak -Mins.
Start- Test -Time _
--- --.._----
Dr—p of 3" -Time -
"-Time-Dro
Drop of 6" -Time
Mins_ 1st. 3"Dro
Mins -2nd 3"Dro p_
Percolation Rate