HomeMy WebLinkAboutEngineered Plan - 20021" = 2000'
10' min. from SECTION A -A ALL OUTLET PIPES FROM THE
DISHouse to septic took 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. PROFILE VIED,~' OF LEACHING SYSTEM SET LEVEL F BDA �� � tz CONCRETE COVER ROUTE 28
Existing Foundation SET LEVEL FOR AT LEAST 2 FT.
Septic tank covers must Oe L
within 6 in. of finished erode Not t0 Scale •"-.� 3 - 5" OUTLET 2' William
ode over SAS - ELEV. 98.25 : 1 + 3
' Grade over Septic Tank - 98.50 Grade oder D -Box - 98.25 - KNOCKOUTS ••
Br
s,
d a
s, of t/d" - t/t" V"Aed Pnrtav '•. 4-
15.5" OUTLET 1 # t2- INLET Chilton
s/4" to, r 1/2 " 1d*W cnwhed stow .Y
3' Maximum Cover \ / 3
5+ 0.02 3 HOLE H-10 a O
NEW DIST. Box 2 L Massas it
18 5-0.10 jj "
NEV PIPE 1.500 GAL. 50. s= 0.010' r foot) 15.3• ~ a- - SCH. 40 Te SITE a,
FROM FDUNnAnDN ` SEPTIC TANK PLAN SECTION CROSS-SECTION arverN a
LOVER AS SHDVN 15' _ 2' Effective Depth _ -� _ H
n H-10 0� r- °,r°1
CONCRETE FULL FOIR4DAT10 > " rn in ~`' .�� 24" Effective
n Sidewall
If II -" 7 Units 2 6.25` = 43.75' 3 HOLE H-10 DISTRIBUTION BOX Webster
SYSTEM PROFILE s in.ot 3/4"-1 1/2- i i h `� 3.75 NOT TO SCALE N
> comported stone - v 8r II
_ z.lz5' 1�5' LACUS MAP
Not to Scale - > i EffectWe VWth 114
-
c _
6 in.of 3/4--1 1/2" ° EffectlVe Length
CO"p°`"° stone m SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES
[-NOTE: EXIST. PIPE FROM FOUNDATION TO BE LOWERED TO ELEVATION SHOWN, 9oito>d�llestJiW�LEle�c=S#fl09
INFILTRATOR MODEL 3050 (H-10 LOADING)/ SUMNER & DUNBAR 1.. Contractor is responsible for Digsofe notification
(OR EQUIVALENT) and protection of all underground utilities and pipes.
The septic tank and distribution box shall be set
NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" 2.
level on 6" of 3/4"-1 1/2" stone.
3. Bockfill should be clean sand or gravel with no
stones over. 3" in size.
4. This system is subject to inspection during installation
TYPICAL 1500 GALLON SEPTIC TANK by Carmen E. Shay - Environmental Services, Inc.
NOT TO SCALE 5. The contractor shall install this system n accordance
with Title V of the Massachusetts state code, the approved plan
and Local Regulations.
3-2+" DIAM. ACCESS MANHOLES
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
te
on be
mode
installato C men E.halt
ShaymmediEna ronmenitaltlServiiices, Inc.
7. No vehicle or heavy machinery shall drive over the
ouT ET septic system unless noted as H-20 septic components.
8. Install Tuf-Tile gas baffles or equals on all outlet tee ends.
INLET THE ACCESS COVERS FOR THE SEPTIC TANK.
INLET - •, DISTRIBUTION BOX AND LEACHING COMPONENT
9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
SHALL BE RAISED TO WITHIN 6" OF
'•a :.':''�• '�:; ''`::�� '*
-4 FINISHED GRADE. Co 10. All solid piping, tees & fittings shall be 4" diameter
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALSI I S56C1 29'40" .E
PLAN VIEW ON ALL OUTLET TEE ENDS Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water Is Connected to The Residence and Abutting
3-24" REMOVABLE COVERS I 100.00' Properties Within 150 Feet.
f I 11.12' D-BOX-� Failed Foiled
rr,: ; : CesspoolsCess ool ��`
3' min. Neaonce ,y naE1' IRON PIPE -/I �.• THE PROPERTY LINES ARE APPROXIMATE AND
nlet to outlet e. „ FND I ? O COMPILED FROM THE SURVEY PLAN GENERATED BY
---OUTLET I' I 1 S.R. SWEETZER OF DENNISPORT, MA '
�"+��-r F--, 0 11 d ,.• lJ I I fz, �0 5 / ENTITLED " PLAN OF LAND IN WEST BARNSTABLE, MA"
5. �.
E min.
O O 0-
4'-0' (FEB. 7, 1968) AND IS NOT INTENDED TO BE A SURVEY
Coo fk:rM •• Liquid depth. I .TEST HOLE #1 PLOT PLAN. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
' I I ELEV.= 98.50 22 r NEW 1500 gal. THE SEPTIC SYSTEM INSTALLATION.
.'\ J
A ,... ,.: f CK POLYETHYLENE Septic Tonk T A 200 RADIUS
_ ,:.r,;. ;: ,.•,;,•:.:•-,: O DE THERE ARE NO WETLANDS LOCATED WI HIN ADI
10•-0' s -6• I o- PROJECT BENCH MARK of THE PROPERTY
CROSS SECTION END -SECTION I o TOP OF FOUNDATION
0
---- - -- - _ -_- -- - - - - -- - I- - ELEV.
MAY REPLACE WITH 1500 GALLON POLYETHYLENE SEPTIC TANK) I i I GARAGE #85 T❑F= ELEv. loo LEGEND
FROM GEORGE OBRIEN & COMPANY (H-10) I I I
- EXISTING 4
LOT #6 BEDROOM LOT #8 104X� DENOTES PROPOSED
PERCOLATION TEST w I I HOUSE �, w �� SPOT GRADE
o II Z '
O DENOTES EXISTING
Date of Percolation Test: NOV. 12, 2002 -� I i 1 X 104.46
�' SPOT GRADE
Test Performed By CARMEN E. SHAY, R.S., C.S.E.
Results Witnessed By. AMY Von HONE ( for YARMOUTH B.O.H.)N
Excavator: Shay Environmental Services, INC. 23 - - - - - - - - - - - - - - - - - - �- 99 PL PROPERTY LINE
>
Percolation Rate: Less Than 2 min./inch O LOT #7 W Q �
� a IIII 9--P PROPOSED CONTOUR
- ----
1 0, 000 S.F. Q
Test Hole I -- - - - - - - - - - - 3- d- - - -98 97-- 97 EXISTING CONTOUR
No. 1 z
j DEPTH SOILS ELEV
- ----
0 98.50 ...::..' DEEP TEST HOLE &
100.00' - - - - - - - - - - - - - - - - - 37 PERCOLATION TEST LOCATION
Loamy
Sand
to YR 3/2 S56d 29'40" E
0 9" A, 97.75
.--- 6 FOOT STOCKADE FE=NCE
Loamy
Sand IRON PIPE
10 YR 5/6 FND �g� 7� �
i 9"-32" B. 95.83 .d � 1 ®' V- r -E / d -00 L b l V�
M ed.
Sand (40 FOOT RIGHT OF WAY)
2.57,6 PLOT PLAN
32"_ a8" 94.50
i Fine
Sand OF PROPOSED SEPTIC SYSTEM REPAIR
2.5 Y 8/2 PREPARED FOR
Perc #1 148'-72' C, 92.50
Depth to Perc: 55" to 73" Med. BRUCE T. G U P T I L L
Perc Rate=<2 min./inch Sand Q r'' C V E 0
Groundwater Not Observed 25 Y 8/4 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE AT
No Observed ESHWT C 88#85 TA N G L E W O O D DRIVE
ADJUSTED H2O Elev. = None 72"-124 FROM THE EXISTING CESSPOOLS TO BE DISPOSED NOVTUU 1 20CZ
OF AS PER BOARD OF HEALTH SPECIFICATIONS. HEALTH DEPT. YARMOUTH, M A
Design Calculations
EXISTING CESSPOOLS TO BE PUMPED DRY & �,w,'=' J' F'� ''4r. PREPARED BY:
Number of Bedrooms: 4 Equivalent to 440 Gol./Doy (440 Gal./Day Min. per Title V) �% v
Garbage Grinder: No �pOF4Cgs V., �� CA Rl HEY N lit l
FILLED IN REMOVED TO FACILITATE INSTALATION OF SAS AND SEPTIC TANK. s�'/ j.� ; �,�P1 ' ' r
Leaching Capacity Proposed: 440 Gol./Day Minimum (Min. Per Title V) 'l,,
Septic Tank - 2 x 440 GoL/Day 880 USE 1,500 GAL. Septic Tank. �� GILT. r, c
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch �i T. ENVIRONMENTAL .SERVICES, INC.
Bottom Area. 0.74 gat/sq. ft. x 384 sq. ft. = 284.16 gallons 0 20 40 50 No 1 \ o ' .81
' 34 THATCHERS LANE
Sidewoll Area: 0.74 gol./sq. ft. x 224 sq. ft. = 165.76 gallons
Providing: = 449.91 gallons �l'Dv pQ `;�YfEAST FALMOUTH, MA 02536
TEL/FAX : 508-548-0796
W x 2 ' L TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND SC
Use: (7) HIGH CAPACITY INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH,
3' 6. s ALE: 1 "-20' SCALE: 1 "=20' DRAWN BY: GES DATE: NOV. 15, 2002
PROJECT#SD358 FILENAME. SD358PP.DWG SHEET 1 OF 1
2.125' of WASHED STONE ON THE ENDS.