HomeMy WebLinkAboutPlanSTONE WALL
F E N G E
IRON PIN
MERESTONE
LEDGE OR ROCK
EXISTING CONTOUR
PROPOSED CONTOUR
0TILI-TY POL-E,
TEST PIT
PERC TEST
SILT FENCE
11A [ BAL E
ion Test
0 7 / 3 0
TOPSOIL Mlt\l .
PI , S
SALT H AY gar SUILDING PAPER
00r 4() 2" 7!;
v 440eieOI6-lq- , -)k D94.5lt7lo'- 711
40 AD92.50 0 to e.)
47
BROKENJ STONEar e"' 12ro6
0 t 14r1V fa D
Q C: 4( J101007*_31 - -.50
9 50
Test 11oles 2A -2D 1)y 1) W. Gerwick Engineering on 9/16/88.
T. 11. No. Description
2A -7rd J1, 7 to 6 hrown silty sandy subsoil
t e - gray 100SIP f I f)e --me (1i um f I -lie s a n. d
i t y, f i- r m. f ine-medilim f ine
V
pq
I
C
L9
UOLCHESTER
ROAD
118. 48
PROXIMATE LOCATION OF WE TL A 1VDS
FROM ORIGINAL SUBDIVISION
OVER FLOVAT'
PROPOSED GRADE TO
COVER TANK FOUNDATION -7
00- _ _ /00
5 12 5
35 MOT TL N6
TH. 99
95 Z)
PROPOSED GRADE FOR
WA L KOUT BASEMENT.
GRAVEL FILL AS -WOWIV
TO REPL ACE TORSOIL
90
82 "BOTTOMEX/ST/NG T.N. 2AGRADE
46 "MOTTLING
TH.28 96"8oTrom
T.H. 2C
9
89"Borrom PROFILE SECTION A—A
rH2D
HORIZ JIJ. 10,
vER r 1/ 5°
501
RE7LANDS
814FFER
A 4Re A
84
8\ 6
0" RING COMPRESSION \ I __ =
1___
i ...._ ^ ' -........_=,
g,^ „
r •_
T DaTIGHTPIPEBEYOND
THIS POINT
8888
9go0
09
4 14f17 -S1445GR4 Ve4 920///
C
0 -
4
SEPT/
CG
44. 94
069
4.4t, 4,6011 IN 96
eGO TOP
34s!F& 9aSeD,90q r. H.99
ILe4
D e>N z "O0.00, '00)7141,o /0,5.00AreONDrAyl,3 DR41NT
POG4R40,6 /N7- _98
00NCIEDrH. loo700OR
CO1V-r,
4
Og DE rr, I ING
C 49YR /A/ p -/e
41N4TCR
1-
4
D
p
T. H. 2
cpgQ*
4-4 4 D
r \
15.001
o
4'0.R.
Og
1\
GRADE
TO
DRAIN
104
106
108
LOT 3
SEPTIC SYSTEM INVER T6
A — MIN. INV. AT !'NDATION = 9,f9 0
8 — INV INTO TAAK _9f f 0
C INV OU T OF TA NK95 25
D //V V IN TO UPPER TRENCH -94 0
INV. 11V TO LOWER TYEIVCH f 10
1. Contours from field survey by Finn Survey. Elevation based on
assumed datum.
2. Basis of design for this system is a Three bedroom house with
a design perc rate .f 5.1-3.0.0 min/ n. Requ-ired leaching area
is 495 s . f . and I -S supplied as fol_ 1ows.-
147 flc-ICI I i nq -rrnch 441
I1'.! r P n C 1120 6C smt,
MV P d r Mmuffir,
f TN
TIS' 11 t b e 1, rl S D e C, T" e hy
11 QT- f J
F y
jqp T) d o
a c A n 6 8 1 i- f t, s a n (1' s, la -I
o
V C11 -i f _%..€:: q pa, s, sJ_ it"
and -:I mi 1 x J it -q C) p a s s .1- n (7 a
A1,1 q ra ve i 0,11 sliall, be approved by then, Irown Sanitar-
r*,. nc) r sh,
C, I- than I- liedrsiqf'i rat -o. C) (4i
t F, wi t h i n 5;0 1e clow 11 h 11 s . 0 r,
y - I T11 n r -iri 251 ote 71s f s q TfIer
I el he lin c -,t wrps or 1) rr 11, rl rs 1) 1 l ri_ e d w 1 t - n rn
tho sy's
Cp I, %IariatiOns from test- hole d a t a r, I io v,, n
M type) be discovered by t `l -)n -
I I P(J
n -ik-.(1 otit Yy f,hoqIpje,
T 1 c, r t,(, coristruction .
t1.1 C s, t i CITI p r aC f- 1 flP S c7l P C, 1- t- e T Pr
1- V I. c f-
I f'r (I t,o. The 1, i 1 o, w i I I (i u L _$__l.[ SO., o f i_- i i e PICA 3 OL,
t- (_ (7 fw 11 res, ht)L do not rel ieve t lie con t rac- tf--)r f rom fu 1. 1.
n, 1, A " Irrqpllaince, (lue to their 1, k of mention
1 h- rovio-vod f rom t.
AyIII .1d 's Y's t om f '_1 4o
7) T 1 t..11 x p r) I i f t T
1a wil.h`n 48 lic-mrs, of a r J, i)
T he e a c 7- 1 Cal -
Gravel r, S 1,114 et: tho -y!'ec; f I F 1,1
placed W1
Mach i I i
t r12" 0,
P . . V .- OPO SED SEPRC SY,.,O%
r EN DESIGN
FOR
DICK L U,Fr'D
LOT 2 GI?E- YS TONE
MONTVILLE It C 0 IVIVEiC 7-1 C U T
S CAL E: 20 SEPT. 22, ®9
REV. 218189
D. IrWIr GERW/CK ENG//VEEf?ING'
0/ ROPE FERRY ROAD
WATERFORD, CONNECTICUT
203 - 4 4 3-6189 J.N. 8804-138
P 77 r -i
7 f rtr
T
NA
Vel y dai-k
A (7) wa I- T10
rn I
ion Test
0 7 / 3 0
TOPSOIL Mlt\l .
PI , S
SALT H AY gar SUILDING PAPER
00r 4() 2" 7!;
v 440eieOI6-lq- , -)k D94.5lt7lo'- 711
40 AD92.50 0 to e.)
47
BROKENJ STONEar e"' 12ro6
0 t 14r1V fa D
Q C: 4( J101007*_31 - -.50
9 50
Test 11oles 2A -2D 1)y 1) W. Gerwick Engineering on 9/16/88.
T. 11. No. Description
2A -7rd J1, 7 to 6 hrown silty sandy subsoil
t e - gray 100SIP f I f)e --me (1i um f I -lie s a n. d
i t y, f i- r m. f ine-medilim f ine
V
pq
I
C
L9
UOLCHESTER
ROAD
118. 48
PROXIMATE LOCATION OF WE TL A 1VDS
FROM ORIGINAL SUBDIVISION
OVER FLOVAT'
PROPOSED GRADE TO
COVER TANK FOUNDATION -7
00- _ _ /00
5 12 5
35 MOT TL N6
TH. 99
95 Z)
PROPOSED GRADE FOR
WA L KOUT BASEMENT.
GRAVEL FILL AS -WOWIV
TO REPL ACE TORSOIL
90
82 "BOTTOMEX/ST/NG T.N. 2AGRADE
46 "MOTTLING
TH.28 96"8oTrom
T.H. 2C
9
89"Borrom PROFILE SECTION A—A
rH2D
HORIZ JIJ. 10,
vER r 1/ 5°
501
RE7LANDS
814FFER
A 4Re A
84
8\ 6
0" RING COMPRESSION \ I __ =
1___
i ...._ ^ ' -........_=,
g,^ „
r •_
T DaTIGHTPIPEBEYOND
THIS POINT
8888
9go0
09
4 14f17 -S144 5GR4 Ve4 920///
C
0 -
4
SEPT/
CG
44. 94
069
4.4t, 4,6011 IN 96
eGO TOP
34s!F& 9aSeD,90q r. H.99
ILe4
D e>N z "O0.00, '00)7141,o /0,5.00AreONDrAyl,3 DR41NT
POG4R40,6 /N7- _98
00NCIEDrH. loo700OR
CO1V-r,
4
Og DE rr, I ING
C 49YR /A/ p -/e
41N4TCR
1-
4
D
p
T. H. 2
cpgQ*
4-4 4 D
r \
15.001
o
4'0.R.
Og
1\
GRADE
TO
DRAIN
104
106
108
LOT 3
SEPTIC SYSTEM INVER T6
A — MIN. INV. AT !'NDATION = 9,f9 0
8 — INV INTO TAAK _9f f 0
C INV OU T OF TA NK95 25
D //V V IN TO UPPER TRENCH -94 0
INV. 11V TO LOWER TYEIVCH f 10
1. Contours from field survey by Finn Survey. Elevation based on
assumed datum.
2. Basis of design for this system is a Three bedroom house with
a design perc rate .f 5.1-3.0.0 min/ n. Requ-ired leaching area
is 495 s . f . and I -S supplied as fol_ 1ows.-
147 flc-ICI I i nq -rrnch 441
I1'.! r P n C 1120 6C smt,
MV P d r Mmuffir,
f TN
TIS' 11 t b e 1, rl S D e C, T" e hy
11 QT- f J
F y
jqp T) d o
a c A n 6 8 1 i- f t, s a n (1' s, la -I
o
V C11 -i f _%..€:: q pa, s, sJ_ it"
and -:I mi 1 x J it -q C) p a s s .1- n (7 a
A1,1 q ra ve i 0,11 sliall, be approved by then, Irown Sanitar-
r*,. nc) r sh,
C, I- than I- liedrsiqf'i rat -o. C) (4i
t F, wi t h i n 5;0 1e clow 11 h 11 s . 0 r,
y - I T11 n r -iri 251 ote 71s f s q TfIer
I el he lin c -,t wrps or 1) rr 11, rl rs 1) 1 l ri_ e d w 1 t - n rn
tho sy's
Cp I, %IariatiOns from test- hole d a t a r, I io v,, n
M type) be discovered by t `l -)n -
I I P(J
n -ik-.(1 otit Yy f,hoqIpje,
T 1 c, r t,(, coristruction .
t1.1 C s, t i CITI p r aC f- 1 flP S c7l P C, 1- t- e T Pr
1- V I. c f-
I f'r (I t,o. The 1, i 1 o, w i I I (i u L _$__l.[ SO., o f i_- i i e PICA 3 OL,
t- (_ (7 fw 11 res, ht)L do not rel ieve t lie con t rac- tf--)r f rom fu 1. 1.
n, 1, A " Irrqpllaince, (lue to their 1, k of mention
1 h- rovio-vod f rom t.
AyIII .1d 's Y's t om f '_1 4o
7) T 1 t..11 x p r) I i f t T
1a wil.h`n 48 lic-mrs, of a r J, i)
T he e a c 7- 1 Cal -
Gravel r, S 1,114 et: tho -y!'ec; f I F 1,1
placed W1
Mach i I i
t r12" 0,
P . . V .- OPO SED SEPRC SY,.,O%
r EN DESIGN
FOR
DICK L U,Fr'D
LOT 2 GI?E- YS TONE
MONTVILLE It C 0 IVIVEiC 7-1 C U T
S CAL E: 20 SEPT. 22, ®9
REV. 218189
D. Ir WIr GERW/CK ENG//VEEf?ING'
0/ ROPE FERRY ROAD
WATERFORD, CONNECTICUT
203 - 4 4 3-6189 J.N. 8804-138