HomeMy WebLinkAboutEngineered Plan - 2006P LAN
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SEPTIC TANK
TYPICAL 1500 GALLON H -10
PERCOLATION TEST
Date of Percolation Test: MAY 5, 2005
est Performed By Carmen E. Shay, R.S., C.S.E.
NOT TO SCALE
3-24' DIAM. ACCESS MANHOLES
SYSTEM OE SEPTIC10,
Wtnessed By. LYNNE MULKEEN(YARMOUTH B.O.H)SEPTIC
EXCAVATOR: SHAY ENVIRONMENTAL SERVICES, INC..
Percolation Rate: 2 MPI 024'
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-5,
TANK SHALL BE FACTORY CONSTRUCTED OF SOUND
DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.226.
CENTER ACCESS COVER OF SEPTIC TANK TO BE
RAISED WITH THE APPROPRIATE RISER TO WITHIN
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CA P TA IN CHA AS'E R O.A -.,D
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(40 FOOT RIGHT OF WAY)
CB D.H.
------------------------------- ------------------ ------------------------- FND
FEE H+H
�\ I CATCHBASINS
PF
Test Hole
No. 1
DEPTH SOILS ELEV.
0 96.39
Sandy Loam
10 YR 3/2
0"-16'
FILL/A �
5.00
Loamy
Sand
10 YR 5/6
16•-24"
8e
94.39
Med Sand
2.5 Y 5/6
24"- 84'
C,
89.39
6i OF THE EXISTING GRADE AS PER TITLE V.
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OU11
ET
THE ACCESS COVERS FOR THE SEPTIC TANK,
I
DISTRIBUTION BOX AND LEACHING COMPONENT
' I
SET DEEPER THAN 1 FOOT BELOW FINISHED
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GRADE SHALL BE RAISED TO WITHIN 12" OF
FINISHED GRADE.
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INSTALL TUF-TITS GAS BAFFLES OR EQUALS
STEEL REINFORCED PRECAST CONCRETE
ON ALL OUTLET TEE ENDS
PLAN VIEW
C'I
3-24' REMOVABLE COVERS -
4.
•1J'fLET'1'8'
j3,
min. ciecronoe
min��2' mIn. Inlet to outlet 6' mtn.
'J
':
10'
min.
qu d evalOUTLET
V5'-7'
Q
r
4'-0" min.
Uquld depth
CROSS SECTION
END -SECTION
ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE
SET LEVEL FOR AT LEAST 2 Pr.
12•
CONCRETE COVER
CC
3 - 5' OUTLET
KNOCKOUTS
LOT # 114
13,600 Square Feet
OUTLET •>' I 12" INLET
Pere #1
al.•2
------ $---------_ 1 , De th to Perc: 24" to 42" iI
\ r ��11 i i ; Perc Rate= Less Than 2 MPI 155•
% i
---------- �_----__--_ -_�� AIW230/ZONE C -INDEX = 21.59 for 4/05
\ I L V ] OBSERVED ADJUSTMENT
Elev. FEET60" or 5' below Grade (Elev. = 91.39) PL
T 40 POLYETHYLENE LINER FROM ELEV.
SECTION-2 CROSS-SECTION
�� i E
i ADJUSTED H2O Elev. = 3.5 below Grade per Frimpter (ELEV.=92.89)
o i 98.50 to 94.5 AND TO EXTEND
1 i I EXISTING ASPHALT I DRIVEWAY I o I TWO SIDES AS SHOWN 3 HOLE DISTRIBUTION BOX - H-10 LOADING
i I NOT TO SCALE
I L GARAGE I w I
Design Calculations
LOT # 113 777 7 7 7 7 7 7 7 7 - - - - - - - - - - - 7 - - - - - - - - - - ,
1 Number of Bedrooms: 3 Equivalent to 330 Gal./Day I
I I NEW Septic I I ` Note: Remove soil down to lei. 94.25 & replace with Garbage Grinder: No
TEST H1DLE #1 I Tank I `9d
I I I clean coarse sand w� erc. rate less than or Leaching Capacity Required: 440 Gal./Day Minimum ( Title V )
EL .=196.39 I F1500 GAL. i I p
I I I I or equal to 2 min./in. before & after placement Septic Tank - 2 x 330 Gal./Day = 660 USE NEW 1500 GAL. Septic Tank.
)` EXISTING 000 I I I
, SOIL ABSORPTION
Using
percolation /
Proposed Leaching Field Diesions015' Wide by 30Lo g.3 BEDROOM
i
Bottom Area: 0.74 al s ft. x 450 s ft. = 333 gallons
c �t HOUSE r____fs, i i „x8" Pressure Treated 9/ q q
sidewa
#63 I I I �{ Tie Wall 2.0' Tall. i n Area: Not Utilized
Failed Lt I I I I V Providing: = 333 gallons
I
j Cesspools tt -E 1 k JNi AL A LINt i i 1
i s I I I i i V V /-1 �L DE l /-1 IL. NOTE:
L
C I I Ij 6 /
THE PROPERTY LINES ARE APPROXIMATE AND R�
1 ���
i NOT TO SCALE ARE COMPILED FROM A SURVEYED PLAN BY
"PLAN PLAN OF CAPTAI _ _ NS VILLAGE, W.YARMOUTH, MA
�p O DATED-JANUARY, 1965, BY ED KELLY, SURVEYOR PLAN BK 192, PG 129
-6' �
_�� Total) - 8" x 8" PressureTreated Timbers AND IS NOT INTENDED TO 'BE A SURVEY PLOT PLAN ti�iatFe;ltn
p �/� ecured with 1/2 diam x_ 12 Long Galvanized IT SHOULD BE USED FOR. NO PURPOSE OTHER THAN '.,.r•"'""" 1
J i �+1
EW-iattfNiCIPf�L' WATER -LINE ' ' I Spikes. Each Coarse Staggered 3/8" Back As Shown. THE SEPTIC SYSTEM INSTA4LATION. q,{ j�,
115.008 x 8 F'essure Treated - - -coo X�
t i I G� Timber, 2.5 Into Ground P
i I _ NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHATE 7
1 Vertical,''Every Six Feet 40 Mil Liner Im ernous Liner
FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED A ' v
I -Sumner. & Dunbar .. ,r` �
I o Or Equivalent. OF AS PER Bi OF HEALTH SPECIFICATIONS.
i NCH MARK -
TOP' I TOP OF WALL ELEVATION = 98.50
PR
OJECT BE _ - - '
OF FOUNDATION - I v - --------- e tr
_ _ _ _ - EXISTING CESSPOOLS ,;PTO BE PUMPED s i
ELEV. = 100.00 (Assumed) I -
_ _ 4Fd t
z DRY '& FILLED IN PLACE PER TITLE V. C���`�
- - 3 " - - - - - - - - - cost
NOTE. WATER LINE HAS BEEN RE LOCATED AS SHOWN Ground Level _ -
1
1 _ BOTTOM OF WALL ELEVATION 95.83 = _ ASSESSORS MAP 78 PARCEL - 69 611$4PA It a1 III 6IAl'o ��lc
N/F STANLEY FOWLER N/F DENNISPORT FURNITURE
I GENERAL NOTES
_ - - LEGEND
I
'
88XO
DENOTES PROPOSED
1. Contractor is responsible for Digsafe notification
and protection of all underground utilities and pipes.
SPOT GRADE
2. The septic tank anj distribution box shall be set
3/4 -1 1/2'
level on 6„of stone.
D
NOTES EXISTING
3. Backfill should be clean sand or gravel with no
104X46
S
OT GRADE
stones over 3" in size.
4. This system is subject to inspection during installation
by CARMEN E. SHAY -Environmental
PL
P
OPERTY LINE
5. The contractor shall install this system in accordance
NO. DATE:
DEFINITION
with Title V of the Massachusetts state code, the approved plan
97
PROPOSED CONTOUR
and Local Regulations.
Showed Relocated Water Line
6. if, during installation the contractor encounters any
#1 5/30/06
Fixed Typo on New Tank
97- - - - - -97
EXISTING CONTOUR
soil conditions or site conditions that are different
from those shown on the soil log or in our design
Fixed Typo on Top of Wall Elev.
D
EP TEST HOLE &
installation must halt & immediate notification be
,
VARIANCE REQUESTED
PERCOLATION
TEST 'LOCATION
made to CARMEN E. SHAY - Environmental
7• No vehicle or heavy machinery shall drive over the
1. REQUEST A VARIANCE TO REDUCE GROUNDWATER ADJUSTMENT BY 1'.
►---�
STOCKADE
FENCE
septic system unless noted as H-20 septic components.
VARIANCE WILL ALLOW FOR 1' REDUCTION FROM 5' to 4' FROM Bottom of,SAS to
8. Install Tuf-Tits gas baffles or equals on all outlet tee ends.
ADJUSTED GROUNDWATER.
9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
2. REQUEST A VARIANCE TO REDUCE DISTANCE FROM SAS TO A FOUNDATION
10. All solid piping, tees & fittings shall be 4" diameter
FROM 20' To 15'.
Schedule 40 NSF PVC pipes with water tight joints.
11. Municipal Water is Available.
4'-0" on center 3'-6" on center
PROPOSED
C T � � /�
SYSTEM
PROFILE 0E SEPTIC J S I IVI
3'-6" on center
4'-0" on center '
PRE
PAR
ED
E
OR
e
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*NOTE. ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 12"Min. SUBSURFACE SEWAGE DISPOSAL SYSTEM
*NOTE. INSTALL TUF-T/TE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS. 3/4"-1%2' Washed Stone Min.
OF
Existing House 10' min. from Finish Grade TANK 11.00
ELEV. 100.00 house to septic tank Provide Risers if necessary D-Box cove; must be 15'63 CAPTAIN SMALL ROAD �uN o 1 2006
TOF to bring Septic tank covers to within 6
within 6' of finished grade of the finished grade Sch. 40 4* pierforated P.V.C. pipe M A R V 0 R I E S I M P S
ON WEST YAR M O UTH MA
Finish Grade D-Box 98.75 Finished grade over system= 98.75
HEALTH DEPT.
Finish Grade Tank - 99.62
63 CAPTAIN SMALL ROA PREPARED BY:
S 1/4• TOP OF SYSTEM = 98.04
Per foot 3' Maximum cay. S@.DOS LEACH-F-I E L D -C R (DS-wS - S E C -F G N
NEW PIPE n S� (Level for 2 Feet) Washed Stone k`EriLlit VaEd <4i Emu r Sx'L Ili" 6C.&'tli 5 1 ('il 1 `�tt OF SS� //�yLA R /A�////!//7T- • //77����//T //7��� YFROM FOUNDATION M 10 1 8' Der foot[-2*-1/8"-1/2*_ WEST YAR M 0 U T(� M A I O N l e/ 1 /l L 1 I l/ SHAl
S- 0.005 per foot ®lol)(.�, G1Lt0 t uw , �.G wi 6"4Sf VwrI�SFs3 ��� 1= 9C•
4" Perforated P.V.C.
i7 Invert Elev.= 97.39
01 NEW 1500 GAL.
4• Soh 40 PV SEPTIC TANK SN ' �,', ' EiVVIROYWEArTAL SERVICES INC.
FUu 11 rn n �,� 10 3/4"-1ya" Washed Stone 6 t ;" I Bottom of Leach Facility Elev.= 96.89 far 2ny tA't� L ,w� -a�w� t4 c�
0 4• Soh 40 PP
FOUNDATION II H-1D r r I; „r. l e' a, :1q.^!C�x�^i1,ueCy:aaLw .u'i. .�< a 1 81
,'s�lI;iQquT. ��•; of �N� ,� o P.O. BOX 627
c O II I, J(� tJ:, �I 1 �1 t , I:', �id. g1 l r >�w .' Ik p �S 9 lc
_ t' ? ; :, : ~<''; .iH��+1.1> y f 't'1;I✓• -
. '�, .- . .._�'' }'' , , I5' P OVIDED W� s syy,n i< , �if�fL� 4 S C31LB c' Gf STEP
Z 02536
6" OF 3/4"-11/2" STONE °' REMOVE SC REPLACE TO T.
��' C 'J� o GILTE T ,. T �N TAR1P� EAST FALMOUTH MA
C 1 ^ -------- ----
E C)BOTTOM 0 r L` - 1 LAYER R Adjusted Groundwater = Elev. 92.89 -1 Foot per Yarmouth BOH = ELEV. - 91.891 Wp
SYSTEM PROF/LE compacted atone 0 L7 Observed Groundwater = Elev. 91.39 ,nfl % 9 No.832p Q TEL�FAX 508-539-7966
> Bottom of Test Hole - Elev. 89.39 ��p.r✓ G �Z/ 1� t� �c
Not to Scale H-10 6 HOLE Note: Remove Boil down to mad -coarae sand layer &replace with -= ; -' / rc OQ
DIST. BOX
(elev. 94.25 Estimated) & replace with clean coarse sand w/perc. L c S7 PaS11FtVEI 1 SCALE: 1 "=20' DRAWN BY: CES ATE: FEBRUARY 17, 2006
� Tn� tui� "'r .cWALE3T'
*NOTE. PIPE TO BE RAISED 1.2 FEET BY LICENSED PLUMBER. rate less than or equal to 2 min./in. before & after placement PROJECT#SD-864 FILENAME: SD864PP.DWG SHEET 1 OF 1
- --' =a-� "' S
Note: All leach lines to be capped at ends w/PVC caps.
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