HomeMy WebLinkAboutBP-98-823 (76 Pine Street)T.O.F.
ELEV. 41.r
GI FV 35.0
ACCESS MANHOLES ANHOLES TO W(THN
6- OF FIIffSHED GRADE
10'
14 7_8'AFFLE...
35. ZUse 6' crushunder Septic
D -Box
34.5
1/8'fo.1/2'
f�L r s t 2 Q LL
3j,� O 3/4'f o II/2
i7 V was
................ sf one
eva
veeemoeveol e!e°o------ L FI PV, 31 _
I�
2-'
34.3 `� $
1500 GAL. D - BOX LEACHING FACILITY ELEV . Z3.1
Btm. T, H.
SEPTIC TANK
SYSTEM PROFILE
No+ fo Boole
SYSTEM DESIGN
Design
Flow: 4 bedrooms
Cad #0 gal/day
- 4� gal.
Septic
Tank: 446 gal. x 200%
a .6&Q gal.
Use 1500 Gal.
Tank
L e a c h i
ng Foci l i t y: v15e �4)
SCw� GAS oA! L d"'KA!/NG C/-1145 C S
Bottom: /Z y 36 x
337 Cal,
S i des : 2-c/Izt-3,6) XZ uo.79 //ff
/46
TOTAL
435 Gal.
NOTE-
Garbage disposal is not Permitted with
this design.
5'
SEPTIC TANK
ELBOW
GAS BAFFLE
N. T. S.
TEST HOLE #1
a
EL. 35.7
LOCATION MAP
Assessors Mop 102
Parcel C4
Area - 407 100 S.F.
TEST HOLE #2
A SANDY LOAM
12" IOYR 4/3 12"
B SANDY LOAM
36' IOYR 5/8 40"
I LV/\I I IJ/\IYV
1) SY S /F,
(TIGHT/FINE)
C3 COARSE SAND
EL. 34.0
A SANDY LOAM
IOYR 4/3
B SANDY LOAM
IOYR 5/8
CI COARSE SAND
2.5Y 5/6
C2 MEDIUM SAND w/
POCKETS LOAMY
FINE SAND
2.5Y 6/4
LC3 CONSTRUCTION DETAIL 150 144" COARSE SAND
LEACHING UNIT STONE NO WATER NO WATER
_............_
M
0 0 0 0 TEST HOLE #3
d
DATE: 9/3/98 EL. 34.0
I PERFORMED BY: RON CADILLAC 0- ---
WITNESS: BRUCE MURPHY B.O.H.
DESIGN RATE: <2 min.'in. P. SANDY LOP
,^
__ _..... .................. ............... ......... ..: 12" IOYR 4/3
B SANDY LOAM
36" IOYR 5/8
h CI LOAMY SAND
55' 2.5Y 5/6
C2 LOAMY SAND
p Coco O a 000 (TIGHT/FINE)
No����ao��oo opo C1 -1- 72" 2.5Y 6/4
6.4 4.344 �ppp a°° ?�
11 2" x_58"
C3 COARSE SAND
a3.o
4240 500 GALLON CHAMBER 144"
NO WATER
41.0 38.3
BENCHMARK IS 1
420.2�
TOP OF 41 5 / 2 '37.6........•36.6
CONCRETE PERCOLATION TEST #
ti0
BOUND / 24 Gallons of water in 9 minutes
ELEV. 39.8 38.5,
^��ry� ate 3. TN�►2 0 seconds at a depth of 80 1 nches
s_
cB DH , �I�/s5.5 �4 31.- NOTES
FND j�-6..0 1,) SEPTIC TANK SEAM IS TO BE SEALED AND
cos 3 e WRAPPED.
3g 2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR
4040 do 33.7 5' AROUND LEACHING AREA AND REPLACED
snc %`. _
W I TH APPROVED F I LL MATER I AL. REMOVAL TD TOP OF C3
SET '3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
t .Q T4f0 0 5 /O- 34 BEFORE SYSTEM INSTALLATION.
T.H 7 01 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
36.4
40.2 C'F a s o b PRIOR TO BACKFILLING.
UT I L
e HYDRANT � � �\ �'�,
., y
POLE..*
-' 36 �/,�
M®RAN ENG I NEER I NG , I ISICi . ,.
ROAD... \
941 MAIN STREET. SO. HARWICH. MA 02661 LYAA
Jl 36.11 432- 2878 /
40.5 38.1 38 SITE PLAN SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
ROBERT W. SA BEN JR
40 LOT 4A PINE STREET YARMOUTHPORT,MA
YRB
46. BR°N. PROJECT : 98 - 374 SCALE: I " = 30' DA TE: 10/ 19/98
itC_v 1 7 1 //- -If -t -1
S.O
r '�' I r I " I
gccE55 1n4NNbt-F 5 Tu w orAio, JG A! r ;
MAIN srizfET
SS.b 1/8' o 1/2' a
washed
stone
kn
FT rl ELEV. X4.5 Set evel first ELEV.33.9 - o
V �{.Z 3/4 1112
LbCUS-� 3
washed
I' -10' :::::::::::::::::::::::::::::::::.::::::::.:::::::::::::. sfon
14GAS NHI ROck j2D n
aiFLE -,-ELE
............................................................... T
V 35 Z _. _ Use 6' crushed stone 4.'kS4'K 2 -
under
under Septic Tank and i FLEV_ c -3 -Z-
D -Box L OCA T I ON MAP
ELEV. %4,4 Btm. T.H.+tI
34'F Assessors Mop 102
Parcl
1500 GAL. D -BOX LEACHING FACILITY Areae- 40, 100 S.F.
SEPTIC TANK
SYSTEM PROFILE
No' to Gca_,a TEST HOLE #1 TEST HOLE #2
SYSTEM DESIGN 0- EL. 35.7 EL. 34.0
Design Flow: 3 bedrooms Cal ///hJA
al/day - 33ogalA SANDY LOAMSANDY LOAM
Septic Tank: 33�' gal, x 200% - 6w go 12" IOYR 4/3 12 IOYR 4/3
Use 1500 Gal. Tank B SANDY LOAM B SANDY LOAM
Leach i ng Fac i I i t : /i 5E l) `t/X 5`� 1 Utfyl 'kENC1� 36- I0YR 5/8 40" IOYR 5/8
Bottom: 4,Y S4 X x, 74 /�S.F /� Gat C LOAMY SAND C COARSE SAND
Sides: ( S
4,xg�xz X �.7q /,/5.�= //� (,a/, 55- 1 2.5Y 5/6 60" I 2.5Y 5/6
TOTAL - 33Z- Gal. C2 LOAMY SAND C2 MEDIUM SAND w/
NOTE: n. not is disposal Garbage dis l permitted with this design. 0. 72" (TIGHT/FINE) POCKETS LOAMY
9 P P 9 FINE SAND
C3 COARSE SAND 96- 2.5Y 6/4
50" 144"
C3 COARSE SAND
!
....................................................
NO WATER NO WATER
:..................................................:
0
2 TEST HOLE #3
-----_-
DATE: 9/3/98EL . 34.0
Q PERFORMED BY: RON CADILLAC 0 T--- --
- 1N!TNESS- BRUCF mii.�°°uv .a n U
DESIGN RATE: <:2 min./in. A SANDY LOAM
12•' IOYR 4/3
SECTION tiC� % B SANDY LOAM
(0 ` 36- IOYR 5/8
Aj
C LOAMY SAND
55" I 2.5Y 5/6
o C2 LOAMY SAND
(TIGHT/FINE)
72" 2.5Y 6/4
.4 / 'J 44.344
N
rl .
42
C3 COARSE SAND
/i
40 144- a3' vA NO WATER
141.. 38.3
�'o>v c�Ncu�rF 4201
8
41.5 37 ti� '36.6 PERCOLATION TEST #1
ELEV. 24 Gallons of water in 9 minutes
3B-
7H+r2 0 seconds at a depth of 80 inches.
� �35.5
CB DH � �J��� NOTES
FND 5� 37.6 1.) SEPTIC TANK SEAM IS TO BE SEALED AND
3a.a WRAPPED.
3e. 2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR
r
40A0 33.7 5 AROUND LEACHING AREA AND REPLACED
SM WITH APPROVED FILL MATERIAL.
SET '135.5 3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
34 BEFORE SYSTEM INSTALLATION.
��. TN.*339` 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
40.2 t PRIOR TO BACKFILLING.
e HYDRANT 36.4 l
UTIL,
POLES
,�• jORAN ENGINEERING,INC.
ROAD. { P
SIGNS 941 MAIN STREET. 50. HARWICH. MA 02661 �
n 432-2878 r
v 35 1kN cN
40.5 38 S/ TE PLAID & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
�
��1N OF 9P � ROBERT W. SA BEN, JR =� , POEN
40 LOT 4A PINE STREET YARMOUTHPOR T, MA
40. BRDKN. [PROJECT: -98-J741 SCALE: 1 " - 30'1 DATE: 10119198'
r'° I r 4' 1 r I
35.0 I/8-�o I/2'
vas ed
sfone w w
Set level fi t 3
ELEV. 34� V. 33.9 -
V 4,Z—� 3/4"t o I /2 LOCUS—K 3
voshed
✓I0 _ ::::::::::::::::::::::::.........Nps Rnck
14' GAS eD
ZC i
.. i .................. _.............................._....
35,Z _.
Use 6- crushed stone 4'xS4'KLLffi-
under Septic Tank and
D -Box P l ELEV. z3.z LOCATION MAP
Btm. T.H.dl
L V 34.6 ELEV. =44 Assessors Map 102
Parcel C4
1500 GAL. D -BOX LEACHING FACILITY Area - 40,100 S. F.
SEPTIC TANK
SYSTEM PROFILE
Not to saale TEST HOLE #1 TEST HOLE #2
SYSTEM DESIGN EL. 35.7 _ 0" EL. 34.0
Design Flow: bedrooms a //6al/day 330 SO] A SANDY LOAM A SANDY LOAM
Septic Tank: 3361 gal, x 200% - GZO gal. IOYR 4/3 12- IOYR 4/3
Use 1500 Gal. Tank B SANDY LOAM B SANDY LOAM
Leaching Foci I i t y : 6,5F G) 36- IOYR 5/8 40' IOYR 5/8
Bottom: -I Y Sof X o, 74 C LOAMY SAND C COARSE SAND
S i des : �Sx2
4X 4J X ;.7qz• 14/, 55" 1 2.5Y 5/6 60- I 2.5Y 5/6
TOTAL - 332- Gal. C2 LOAMY SAND C2 MEDIUM SAND w/
NOTE: Garbage disposal is not permitted with this design. 72- (TIGHT/FINE) FOI CKETSNE LOAMY
C3 COARSE SAND 96" 2.5Y 6/4
C3 COARSE SAND
50 144"
....................................................
NO WATER NO WATER
:..................................................:
O
TEST HOLE #3
- -
DATE: 9/3/98 EL. 34.0
PERFORMED BY: RON CADILLAC 0" --
4 ' W 1 T N E S S : BP-UCZ:-,MI PP-f4Y--, -0_._H .
I DESIGN RATE: _ Com_ min./in. A SANDY LOAM
2" IOYR 4/3
SECT I ON �� B SANDY LOAM
�Ov, 36" IOYR 5/8
C LOAMY SAND
55" I 2.5Y 5/6
o C2 LOAMY SAND
(
72- 2ITNEl
5Y6/4
.4 44.344
42 C3 COARSE SAND
yz \ 43. 4C 144"
F
41 38.3 NO WATER
�1JCHMAXK /S a 0.21-
420,1
1420 1 � .37. "0 .. 36.6
go�Nn 41.5// z PERCOLATION TEST #
�LE V 39.8 24 Gallons of water in 9 minutes
5e• 0 seconds at a depth of 80 inches.
T}1.*2
35.5 .0 3t.?
E " NOTES
�/ • h y
FNS 7 5� 37'6 SEPTIC TANK SEAM 15 TO BE SEALED AND
�PtE� 34.6 WRAPPED.
39'• UNSUITABLE SOILS ARE TO BE REMOVED FOR
4OAD 33.7 f 5' AROUND LEACHING AREA AND REPLACED
STKWITH APPROVED FILL MATERIAL.
SET DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
�Q 34 BEFORE SYSTEM INSTALLATION.
��. TA*3 R� DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
35
40.2�. cyPRIOR TO BACKFILLING.
UTIa HYDRANT 36.4 1`o
L., �
POLE':...
�RAN ENG I (VEER I NG. I IVC .
p
ROAD. 1 = L
941 MA I N STREET • 50. HARWICH. MA 02661 z3an
432-2878
40.5
3s.i 38 SITE PLAN & SEWAGE DISPOSAL SYSTEM 1N YARMOUTH�t/
^
\\' FOR
ROBERT W. SABEN, JR
461 LOT 4A PINE STREET YARMOUTHPORT, MA
46.. BRDKN. PROJECT: 98 - 3741 SCALE: 1 30 ' DATE: 10/19198 y
r I"
I r 4' 1 r '� I
PLEV.SS.D /13' a 1/2'
was
s+ane H
ELEV.34� Set level first Z ELEv. 33.9 3/4'foll/—
washed
z �bCUS-� 3
sfone ?
14 GAS � JvH�� kock ¢D o
4iFLE
........................................... ................. ..:
TELEV-
L U 35,L
Use 6" crushed stone 4vxS-4'x L'DCEY
under Septic Tank and
D -Box i FLFV- Z3.Z-
V 34.x, ELEV. 344 Btm. T.H.ttI LOCATION MAP
Assessors Mop 102
Prcl
1500 GAL. D- BOX LEACHING FACILITY Areae 40, 100 S.F.
SEPTIC TANK
SYSTEM PROFILE
Not '0 GCO1B TEST HOLE #1 TEST HOLE #2
SYSTEM DESIGN __ EL. 35.7 _ EL. 34.0
Design Flow: 3 bedrooms (5 //D gal/day - 3lOgal .
A SANDY LOAM SANDY LOAM
A
Septic Tank: 33 0 gal. x 200% - 640 gal. 12" IOYR 4/3 12" IOYR 4/3
Use 1500 Gal, Tank B SANDY LOAM B SANDY LOAM
Leach i ng Fac i I i t y : 6155 l/I 4'X 5+)e 2'l7tF� 7KENCF% 36" IOYR 5/8 40" IOYR 5/8
Bottom: 6a/
C LOAMY SAND C COARSE SAND
S i de s : �4X 54 x z X x.79 /:/:.{ = / ! 55" 1 2.5Y 5/6 60" 1 2,5Y 5/6
TOTAL 337- Gal. C2 LOAMY SAND C2 MEDIUM SAND w/
NOTE' Garbage disposal is not permitted with this design. 72 (TIGHT/FINE) Fol CKETS LOAMY
NE C3 COARSE SAND 96" 2.5Y 6/4
C COARSE SAND
150" 1 144'-3
....................................................
NO WATER NO WATER
:..................................................:
O
2 TEST HOLE #3
...... DATE: 9/3/98 EL. 34.0
— PERFORMED BY: RON
CADILLAC
NSRCEM_
DESGNRBE'' n - -- �IAr' --
SANDY LOAM
12" IOYR 4/3
SECTION �C
B SANDY LOAM
(0`V 36" IOYR 5/8
C LOAMY SAND
55" I 2.5Y 5/6
o C2 LOAMY SAND
(TIGHT/FINE)
0 72" 2.5Y 6/4
a 44 344
N —
42 C3 COARSE SAND
40
43. 1 44"
Q' 41 38.3. NO WATER
86"AAKK
-ro? cjNCKT�E42 4
Ba�ND 41.S�j. 37y� 36.6 PERCOLATION TEST #1
ELEV. 39•g / 3s 24 Gallons of water in 9 minutes
TH�2
0 seconds at a depth of 80 inches.
/
0
CB D NOTES
PND j 5� 37.6 3 1 . ) SEPTIC TANK SEAM IS TO BE SEALED AND
�P3a. e
WRAPPED.
39` 2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR
40,0 33.7 5' AROUND LEACHING AREA AND REPLACED
STK WITH APPROVED FILL MATERIAL.
SET 3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
S
�O
110 34 BEFORE SYSTEM INSTALLATION.
TNs 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
40,2 9r. �"j PRIOR TO BACKFILLING.
UTIL
!/ e HYDRANT 36.4 1 �7�I1
POLE
a ,� jORAN ENGINEERING, INC.
ROAD"
SIGNS 941 MAIN STREET. SO. HARWICH. MA 02661
432-2878 w°
^ 40.5
38.1 38 S 1 TE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
<H OF UAgs'
ROBERT W. SABEN, JR PHEN
40LOT 4A PINE STREET YARMOUTHPOR T, MA " "°:39
4a.. F"°
BRKN. PROJECT: 98-374 SCALE: 1 30 '1 DATE: 10/19/98
r 4, I I,- , I
N
2
Use 6" crushed stone
under Septic Tank and
D -Box
ELEV. 312-
1/B'fo 1/2'
vashed
stone
3/4."t 9 11/2
_
.............. __..... 7t
I-- 4'x S'4',r 2-'bEEQ
P —.{
i FI FV. Z3.Z
X44 Btm. T.H.+t
1500 GAL. D -BOX LEACHING FACILITY
SEPTIC TANK
SYSTEM PROFILE
of to Gcole
SYSTEM DESIGN
Design
Flow: 3 bedrooms Cal &0 aI/day
330 _go I
Septic
Tank: 330 gal. x
200% - _660 gal
EL.
EL.
Use 1500 Gal.
Tank
Leaching
Foci I i t y : 6,54' l% �i�X S4 X Z'i�EF>
?KENCF/
SANDY LOAM
Bottom: q k S
'74-���S,C
12"
S i des :4 X S 41%
x 2 X 79
IOYR 4/3
SANDY LOAM
B
TOTAL -
3-32— Gal
NOTE:
Garbage disposal is
not Permitted with
this design.
5TXC�
LOCATION MAP
Assessors Mop 102
Porce/ C4
Area - 40, 100 S. F.
TEST
HOLE #I TEST
35.7 J_
HOLE #2
O_
EL.
EL.
34.0
A
SANDY LOAM
JASANDY
LOAM
12"
IOYR 4/3 12"
SANDY LOAM
IOYR 4/3
SANDY LOAM
B
B
36"
IOYR 5/8 40"
LOAMY SAND
IOYR 5/8
C
C
COARSE SAND
55"
I
2.5Y 5/6 60"
LOAMY SAND
I
2.5Y 5/6
C2
C2
MEDIUM SAND w/
72"
(TIGHT/FINE)
POCKETS LOAMY
FINE SAND
C3
COARSE SAND 96"
2.5Y 6/4
C3
COARSE SAND
150"
144"
NO
NO
WATER
WATER
DATE: 9/3/98
PERFORMED BY: RON CADILLAC
W I TNESS : BRUCE MURPHY IB.0 H.
DESIGN RATE <2 min./in
TEST HOLE #3
o" EL. 34.0
A SANDY LOAM
12 IOYR 4/3
v Lam. i , v, v ry� B SANDY LOAM
36" IOYR 5/8
C LOAMY SAND
55" I 2.5Y 5/6
C3
C2 LOAMY SAND
(TIGHT/FINE)
C), -7 2.5Y 6/4
�o
I
4 44.344
42 C3 COARSE SAND
.
4D
144
43 -
/ y8 r NO WATER
.41. 1
/3 / 0, `►
70�% c�Nc u.t rE
420.1.
41.5 37 ti� 36.6 PERCOLATION TEST #1
ELE V 39,$ 24 Gallons of water in 9 minutes
38._' 0 seconds at a depth of 80 inches.
TH+2
35.5 .0...
CB NOTES
FIND
ti j E� 5�. .•37.6 3 1 , ) SEPTIC TANK SEAM IS TO BE SEALED AND
��t 34.6 WRAPPED.
39. 2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR
40A0 33.7 5' AROUND LEACHING AREA AND REPLACED
WITH APPROVED FILL MATERIAL.
STK
SET 1.' 1 35.5 3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
1-1011p 34 BEFORE SYSTEM INSTALLATION.
THg}>b 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
r/ 40.2 PRIOR TO BACKFILLING.
!/
UT I L, 0 HYDRANT 36.4 1
o � i�
POLE STI
�ORAN EIVCINEERING,INC.
3 E.
ROAD .
SIGN-` - 941 MAIN STREET. SO. HARWICH. MA 02661 U
432-2878 P�'r
^ 40.5
38. .1 S I TE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
ti4�SH OF MASS9C
ROBERT W. SABEN, JR =r PEEN
FC�
40 L 0 T 4A PINE STREET YARMOUTHPOR T, MA �' "
40` BR°N. PROJECT: 98-3741 SCALE: 1 " - 30 '1 DATE: /0//9/9
11-17-91