HomeMy WebLinkAbout2003 - Engineer Plans*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A
10' min. from VENT PIPE (O least 24 inches tall) ALL OUTLET PIPES F
Existing Foundation house to septic tank Schedule 40 PVC w/Charcoal Odor Filter PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTRIBUTION Box s
Septic tank covers must fM, SET LEVEL FOR AT I
TOP OF FOUNDATION ELEV. 100.00 (Assumed) 3" of 1/8" - 1/2' Washed Peostone
within 6 in. of finished grade ,i_•.- ��'
Grade over Septic Tank - 99.00 �Grade over D -Box - 99.00 Vode over SAS -99.00 3/4" to .t 1/2 " Washed Crushed Stone -
r
4" PVC (CAPPED) INSPECTION PORT TO BE '
S INSTALLED AND TO BE VATHW 6" OF GRADE
0.02 _ 3 HOLE H-20 Top Load - Elev. =93.74
NEW 5-0.01 or DIST. BOX 3' Maximum Cover Top of SAS - Elev. -93.24 _ Y
No 30' eater
EXIST. PIPE - 1,500 GAL. N;, 20' S- 0.01" Per foot or eater 10" Effective D 15.5" -
PLAN SEC
FROM EXIST. FOUNDATION rn SEPTIC TANK - Depth
rn H-20 20 I 5 Units E 6,25' = 30'
II a.. sou. � � rn
CONCRETE FULL F'OUNQ4 y II II < 0) `t ( ) 3' 3'
N 0.83' 10 inches
� ' 31.25'
SYSTEM PROFILE W v uA 37,25' 3 HOLE
4' 2 5 4' �' Effective Length
Not to Scale - -
1� S❑IL ABS❑RPTION SYSTEM (SAS)
Effective Vidth 5
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8" BELOW GRADE 6 in.of 3/4"-1 1/2' Q -4i INFI.I�TATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN
compacted stone
M i (OR EQUIVALENT) Not to Scale
Bottom of Test Hole 1 Elev.-86.67 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10"
l
WIIVDIIVG .3R ® 0_A:7 R ®AIL PROJECT BENCl-
CO (40 FOOT RIGHT OF WAY) TOP OF FOUND
-----------96.94 ,---------- i ELEV. = 100.0C
p0 tt N 79d 30' 20" E `� X ! i 95.69
�5, 74.34 , 4" PV ,
996 � Vent Flipe 1 I 75.72 `� _ �� X
13 f 1 l �S
i 2 .00,
96.44
O1' X
TEST HOLE #1
ELEV.=99.00
-
PERCOLATION TEST
Date of Percolation Test: OCTOBER 8, 2003
Test Performed By. CARMEN E. SHAY, R.S., C.S.E.
Results Witnessed By, D. FLAHERTY (Yarmouth B.O.H.)
SHAY ENVIRONMENTAL SERVICES, INC.
Percolation Rate: Less Than 2 MPI
Test Hole
No. 1
DEPTH SOILS ELEV.
0 99.00
Loamy
Yxu<.ot., a
w
Sand
Q
10 YR 3/2
-
0"-6"
Ap
98.50!
Sandy
�
I
Loam
i � A�rKi
'
10 YR 5/6
6"- 36"
B,
96.00'
LOCATION
Fine
_ - 6 FOOT STOCKADE
Sand
LOTS #208 & 209 37.
2,5 Y 7/4
=-
. _
�° I I
o iQ i
HOUSE #30
I I
Med.
-;000n
Sand
o
21,000 Square Feet t/- �
:.
s-
j = w �
85.67
i 1
GENERAL NOTES
1. Contractor is responsible for Digsafe notification
('
I U) i
EXISTING
level on 6" of 3/4"-1 1/2". stone.
..
stones over 3" in size.
"�.
•` _.
i a ' i
2 BEDROOM
I i C6:;
by Carmen E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
MARK
with Title V of the Massachusetts state code, the approved plan
_ -
1 98.3
HOUSE
(Assumed)
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
-10 1 26.5' X I
NA4URAL-GAS-L6--
-
0
96.52
septic system unless noted as H-20 septic components.
r/j
9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
X1 I
Cement
10. All solid piping, tees & fittings shall be 4" diameter
I
O
11. Municipal Water is Connected to ALL OF The Residence and Abutting
_------_`
Properties Within 150 Feet.
Patio
Deck
COMPILED FROM THE SURVEY PLAN
LC 30561-B SHEET 8
ENTITLED. " SUBDIVISION PLAN OF LAND IN YARMOUTH, MA
, DATED JULY 30, 1964
j�
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
l ,
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
I
Q
1 XI l l
Irl
EXISTING CESSPOOLS TO BE PUMPED OUT AND
----�---------I---
®
FILLED IN PLACE.
O0
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
,�
1 1500 Gal. 7_, 1s_J
' Septic Tank I Failed I
_ _.GARAGE
ASPHWLT I
_ l_-
DRIVEWAY
_.: � _.
C)
r
O
O
,'�
i� �� �(\ L--Cesspools
----r--------�
z
-�
LEGEND
®
F -04--X-11 DENOTES PROPOSED
®
SPOT GRADE Q
DENOTES EXISTINGC=
X 104.46 SPOT GRADE r= C)`
1
M
D
/
c
N
100.00'
100.00Pf
1
o
' N 77d 56' 0�0"
E
�
-
� �
/
I
O
o'
�
�
1
i
co
'23
N
LOT ##210
o
PERCOLATION TEST
Date of Percolation Test: OCTOBER 8, 2003
Test Performed By. CARMEN E. SHAY, R.S., C.S.E.
Results Witnessed By, D. FLAHERTY (Yarmouth B.O.H.)
SHAY ENVIRONMENTAL SERVICES, INC.
Percolation Rate: Less Than 2 MPI
Test Hole
No. 1
DEPTH SOILS ELEV.
0 99.00
Perc #1
Depth to Perc: 52" to 70"
Perc Rate= Less Than 2 MPI
Observed ESHWT® None Observed ® 160"
ADJUSTED H2O Elev. = None
3-24• DIAL. ACCESS MANHOLES
INLET -t=
INLET /
WLET ou
STEM REINFORCED PRECAST CONCRETE
PLAN VIEW
3-24" REMOVABU COVERS
INLET Ll
wax
e•• m�+_I �2� mh. kJs1 to outlet 6.11
to"Imn� 14 Iwl
i:5
E Q oo eai.
t
Y
IJ
-
10'-V
CROSS SECTION
OUTLET
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE
INSTALL TUF-TITE GAS BAFFLES OR EQUALS
ON ALL OUTLET TEE ENDS
IIr eaFT
4--O' min.
LiWid depth
END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
NOT TO SCALE
(H-20 LOADING)
LOT ##207
i
l
0 20 40 50�"�F
GILBERT
T.
NO
SCALE: 1 "=20'
Loamy
Yxu<.ot., a
w
Sand
Q
10 YR 3/2
-
0"-6"
Ap
98.50!
Sandy
�
I
Loam
i � A�rKi
'
10 YR 5/6
6"- 36"
B,
96.00'
LOCATION
Fine
_ - 6 FOOT STOCKADE
Sand
2,5 Y 7/4
N.
36"- 98"
0.83:'
Med.
-;000n
Sand
o
2.5 Y 8/2
LOCUS M A P
98"- 160
r-
85.67
Perc #1
Depth to Perc: 52" to 70"
Perc Rate= Less Than 2 MPI
Observed ESHWT® None Observed ® 160"
ADJUSTED H2O Elev. = None
3-24• DIAL. ACCESS MANHOLES
INLET -t=
INLET /
WLET ou
STEM REINFORCED PRECAST CONCRETE
PLAN VIEW
3-24" REMOVABU COVERS
INLET Ll
wax
e•• m�+_I �2� mh. kJs1 to outlet 6.11
to"Imn� 14 Iwl
i:5
E Q oo eai.
t
Y
IJ
-
10'-V
CROSS SECTION
OUTLET
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE
INSTALL TUF-TITE GAS BAFFLES OR EQUALS
ON ALL OUTLET TEE ENDS
IIr eaFT
4--O' min.
LiWid depth
END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
NOT TO SCALE
(H-20 LOADING)
LOT ##207
i
l
0 20 40 50�"�F
GILBERT
T.
NO
SCALE: 1 "=20'
Number of Bedrooms: 2 (Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V)
Garbage Grinder: No
Leaching Capacity Propos'd: 330 Gal./Day Minimum (Min. Per Title V)
Septic Tank : - 3 x 330IGal./Day = 660 USE 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: "Using percolation rate of <2 min./inch
Bottom Area: 0.74 g�I/sq. ft. x 370 sq. ft. = 273.8 gallons
Sidewall Area: 0.74 g 1./sq. ft. x 78 sq. ft. = 58 gallons
Providing: = 331.80 gallons
Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
TO BE USED WITH 4.0' OF,WASHED STONE ON THE SIDES, AND 3.0' OF WASHED STONE
ON THE ENDS. NO STONE UNDER.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ROBERT McNEILL
#7 WINDING ATBROOKROAD
YARMOUTH, MA
REPARED BY:
CARHEY F. SHA Y
ENVIRONMENTAL SERVICES, INC.
P.O. BOX 627
EAST FALMOUTH, MA 02536
4 TEL/FAX : 508-548-0796
SCALE: 1 "=20' DRAWN BY: CES DATE: OCT. 21, 2003
PROJECT#SD489 FILENAME: SD489PP.DWG SHEET 1 OF 1
Yxu<.ot., a
w
THE
Q
L BE+'
>T 2 FT. 12" (CONCRETE COVER
-
=
3 - 5"OUTLET 2
'rs
KNOCKOUTS
�
OUTLET
7
i � A�rKi
'
J6"'I Bt
bPERCOLATION
TEST
LOCATION
4" - SCH. 40 Te 1.15"
_ - 6 FOOT STOCKADE
DN CROSS-SECTION
N.
H-20 DISTRIBUTION BOX
-;000n
NOT TO SCALE
o
LOCUS M A P
1' = 2000' +/-
GENERAL NOTES
1. Contractor is responsible for Digsafe notification
and protection of all underground utilities and pipes.
2. The septic tank and distribution box shall be set
level on 6" of 3/4"-1 1/2". stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
5. The contractor shall install this system in accordance
MARK
with Title V of the Massachusetts state code, the approved plan
ION
and Local Regulations.
(Assumed)
6. If, during installation the contractor encounters any
soil conditions or site conditions that are different
from those shown on the soil log or in our design
installation must halt & immediate notification be
made to Carmen E. Shay - Environmental Services, Inc.
7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
8. Install Tuf-Tite gas baffles or equals on all outlet tee ends.
9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
10. All solid piping, tees & fittings shall be 4" diameter
Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is Connected to ALL OF The Residence and Abutting
rn
V�
Properties Within 150 Feet.
THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN
LC 30561-B SHEET 8
ENTITLED. " SUBDIVISION PLAN OF LAND IN YARMOUTH, MA
, DATED JULY 30, 1964
j�
AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
l ,
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
EXISTING CESSPOOLS TO BE PUMPED OUT AND
®
FILLED IN PLACE.
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
FROM THE EXISTING CESSPOOLS TO BE DISPOSED
OF AS PER BOARD OF HEALTH SPECIFICATIONS.
- -
NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
ASSESSORS MAP 67, .PARCEL 263
LEGEND
®
F -04--X-11 DENOTES PROPOSED
®
SPOT GRADE Q
DENOTES EXISTINGC=
X 104.46 SPOT GRADE r= C)`
1
M
Number of Bedrooms: 2 (Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V)
Garbage Grinder: No
Leaching Capacity Propos'd: 330 Gal./Day Minimum (Min. Per Title V)
Septic Tank : - 3 x 330IGal./Day = 660 USE 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: "Using percolation rate of <2 min./inch
Bottom Area: 0.74 g�I/sq. ft. x 370 sq. ft. = 273.8 gallons
Sidewall Area: 0.74 g 1./sq. ft. x 78 sq. ft. = 58 gallons
Providing: = 331.80 gallons
Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
TO BE USED WITH 4.0' OF,WASHED STONE ON THE SIDES, AND 3.0' OF WASHED STONE
ON THE ENDS. NO STONE UNDER.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ROBERT McNEILL
#7 WINDING ATBROOKROAD
YARMOUTH, MA
REPARED BY:
CARHEY F. SHA Y
ENVIRONMENTAL SERVICES, INC.
P.O. BOX 627
EAST FALMOUTH, MA 02536
4 TEL/FAX : 508-548-0796
SCALE: 1 "=20' DRAWN BY: CES DATE: OCT. 21, 2003
PROJECT#SD489 FILENAME: SD489PP.DWG SHEET 1 OF 1
L�.J F-
PL PROPERTY LINE
Q
9r -6P- PROPOSED CONTOUR LEllo
=
®
- - - - - -97 EXISTING CONTOUR
DEEP TEST HOLE &
bPERCOLATION
TEST
LOCATION
_ - 6 FOOT STOCKADE
FENCE
Number of Bedrooms: 2 (Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V)
Garbage Grinder: No
Leaching Capacity Propos'd: 330 Gal./Day Minimum (Min. Per Title V)
Septic Tank : - 3 x 330IGal./Day = 660 USE 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: "Using percolation rate of <2 min./inch
Bottom Area: 0.74 g�I/sq. ft. x 370 sq. ft. = 273.8 gallons
Sidewall Area: 0.74 g 1./sq. ft. x 78 sq. ft. = 58 gallons
Providing: = 331.80 gallons
Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH,
TO BE USED WITH 4.0' OF,WASHED STONE ON THE SIDES, AND 3.0' OF WASHED STONE
ON THE ENDS. NO STONE UNDER.
PLOT PLAN
OF PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ROBERT McNEILL
#7 WINDING ATBROOKROAD
YARMOUTH, MA
REPARED BY:
CARHEY F. SHA Y
ENVIRONMENTAL SERVICES, INC.
P.O. BOX 627
EAST FALMOUTH, MA 02536
4 TEL/FAX : 508-548-0796
SCALE: 1 "=20' DRAWN BY: CES DATE: OCT. 21, 2003
PROJECT#SD489 FILENAME: SD489PP.DWG SHEET 1 OF 1