HomeMy WebLinkAboutEngineer Plan*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
10' min. from -
Existing Foundation house to septic tank
TOP OF FOUNDATION = ELEV 10000 (Assumed) Septic tank covers must be
within 6 im of finished grade
/- Grade over Septic Tank - 99.00
S - 002
NEW '- S=o.o1 or Great«
Fxtc_i, PIPE C? 0 1,500 GAL. 30' ------
FROM EXIST, F"DATION rn SEPTIC TANK
m
N 0- ed4 rn
i II H.-10 II
CONCRETE FULL FOUNDAT o i--r.--.�- .. _
4) 4) i
SYSTEM PROFILE 6 In of 3/4- 1 1/2
C compacted stone i
Not to Scale -
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE
PERCOLATION TEST
Date of Percolation Test: OCTOBER 31, 2005
Test Performed By CARMEN E. SHAY, R.S., C.S.E.
Results Witnessed By: AMY VON HONE, R.S. (YARMOUTH B.O.H.)
EXCAVATOR: Shay Env- Svcs.
Percolation Rate. Less Than 2 MPI ® 32"
Test Hole
No. 1
DEPTH SOILS ELEV.''
_0 - - - 99.00
Loamy Sand
10 YR 3/7
0'-10, As 98.151
Loamy
Sand
10 YR 5/6
10"- 32" Be 96.33;
--- Medium/Fine
Sand
2.5 Y 7/3
32'- 106 C, 9Q.17
Silt Loom
2.5 Y 6/2
106"- 11 C± 89.17
Medium
Sand
i
2.5 Y 7/4
118"- 138 � 87.50
i,
Perc #1
Depth to Perc: 36" to 54"
Perc Rate= 2 MPI
Groundwater Not Observed
No Observed ESHWT
ADJUSTED H2O Elev. = None
i
D-BOX cover must be
within 6 in. of finished grade
Grade over D-Bo■ - 99.00 Grade over SAS - 99.00
3-24' DIAM-ACCESS MANHOLES
To, -6'__.
NLLI
INLET OLITI E.T
p THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE.
y�STEEL REINFORCED PRECAST CONCRETE INSTALL TUF - TITS GAS BAFFLES OR EQUALS
PLAN VIEW ON ALL OUTLET TEE ENDS
3-24' REMOVABLE COVERS \
I
4-
3' min. dearance
INLET
IN LE
e min. -12' -In. inlet to outlet s• „�ti
j Liquid laud--
- OUTLET
-
EQ 1
�e
:.o
,♦
i
f J
7•
10-0 -
CROSS SECTION END -SECTION
TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK
NOT TO SCALE
May Substitite for Polyethylene Tank - H-10 Equivalent
Design Calculations
i
Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V)
Garbage Grinder: No
Leaching Capacity Proposed: 330 Gal /Day Minimum (Min Per Title V)
Septic Tank - 2 x 330 Col./Day = 660 USE NEW 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch
Bottom Area: 0.74 gal/sq. ft. x 372.5 sq. ft. = 275.65 gallons
Sidewall Area: 0.74 gal./sq. ft. x 78.72 sq. ft. = 58.25 gallons
Providing: = 333.90 gallons
Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.BS (10 INCHES) EFFECTIVE DEPTH,
TO BE USED MATH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE
I ON THE ENDS. NO STONE UNDER.
3 HOLE H-10
ST BOX
�01_
M
o � 5'
c0 u1
L rn
� N
N i
i o
u o
0
i
i c
c
6 in.of 3/4'-1 1/2'
compacted stone
SECTION A -A
PROFILE VIEW OF ADDITION TO LEACHING SYSTEM
3' Maximum Cover --Top OF System- El". -96.00
1 /1-10'• EHectivw Depth
3" of 1/8' - 1/2' Washed Peastone
3/4' to 1 1/2 " Washed Crushed Stone
4- PVC (CAPPED) INSPECTION PORT To BE
\ INSTALLED AM TO BE WTHN 6" OF GRADE
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SNAIL BE
SET LEVEL FOR AT LEAST 2 FT.
-
PLAN SECTION
12' ---V. ICONCRETE COVER
3 - 5' OUTLET
KNOCKOUTS
OUTLET
1,75
CROSS-SECTION
k 11 ARAK to
N
N
a' : 3 HOLE H-10
DISTRIBUTION BOX -
u'
4
- 3L25' --- y
ISU•
NOT TO SCALE �No « '
a'
N
• II 1
�t j
3.5'
-- 37.25'
Effective Length
0:h! Panl llNar: B .ancaa, t1 7 S N3vtEi
>
3.5' A,
u
=3,'� ;
SOIL ABSORPTION SYSTEM (SAS)
GENERAL NOTES
10
EPFecttve vldth INFILTATR❑R HIGH CAPACITY (H-20 LOADING)/ GE❑RGE ❑'BRIEN _
1. Contractor is responsible for Digsafe notification, Verification of Utilities
0
0 �� r �
(OR EQUIVALENT) Not to Scale
and protection of all underground utilities and pipes.
n
2. The septic tank and distribution box shall be set
z
1''
Bottom of Test Hole I Elev-87.50 '71 if `� 1 NOTE:
OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10"
level on 6" of 3/4"- 1 1 /2" stone.
Groundwater Observed - NONE OBSERVED
------------- ----------------------- -
3. Backfill should be clean sand or grovel with no
----
stones over 3" in size.
N/F JOHN H. STETSON
Failed - --
0'
10
85.00'
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
with Title V of the Massachusetts state code, the approved plan
and I ocal Regulations.
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
Properties Within 150 Feet.
THE PROPERTY LINES ARE APPROXIMATE AND
COMPILED FROM THE SURVEY PLAN GENERATED BY
HENRY M. TUOMINEN, LAND SURVEYOR, OF HYANNIS, MA
ENTITLED "SUBDIVISION PLAN OF LAND OF NICKERSON & HOLWAY, INC."
JL IN S. YARMOUTH, MA, DATED MAY 7, 1958 AND PLAN BK 142 PG 143
/�--- AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
l EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED TO FACILITATE
�T NEW SEPTIC SYSTEM INSTALLATION.
NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
; ,/ FROM THE EXISTING CESSPOOLS TO BE DISPOSED
VV P R BOARD OF HEALTH SPECIFICATIONS
T-«,•5,:;�i :.. .`: D-Box OF AS E
NEW 1500 GAL.
SEPTICTANK THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
KD ,20' OJr -_-- - - Failed\\ ASSESSORS MAP 50 PARCEL 84
Failed Cesspool \
1
Cesspool DECK j
I
EXIST.
GARAGE
LOT # 14 N - LOT # 12
Cb F I EXISTING Cb
O 05
3 BEDROOM05
HOUSE I '`
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#�l I
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-----c
r- o 1' i EXIST.
rr I I I I
98--- -------LOT #13 DRIVEWAY
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----� Cn
8,500 Square Feet -+/-
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85.00'00
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-----------------------------------------------------
J UPI TFR LA NE'
(40 FOOT RIGHT OF WAY)
0 20 40 50
SCALE: 1 "=20'
r------ -
NOV 0 9 2005
104X1
X 104.46
PL
96P
------97
DENOTES PROPOSED
SPOT GRADE
DENOTES EXISTING
SPOT GRADE
PROPERTY LINE
PROPOSED CONTOUR
EXISTING CONTOUR
DEEP TEST HOLE &
PERCOLATION TEST LOCATION
6 FOOT STOCKADE FENCE
PLOT PLAN
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
Mr. Kevin Hines/Florence Geiselman Trus
AT
#11 JUPITER LANE
YARMOUTH, MA
OF
LSERT
T. m 1
PREPARED BY:
CARNEX E. S'HA Y
S + ENVIRONMENTAL SERVICES, INC.
P.O. BOX 627
EAST FALMOUTH, MA 02536
TEL/FAX : 508-539-7966
SCALE: 1 "=20' DRAWN BY: CES DA
PROJECT#SD828 FILENAME: SD828PP.DWG
TE: NOVEMBER 7, 2005
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