HomeMy WebLinkAboutEngineer Plans -2021i
FAILED
CESSPOOL
"Ylop,
1. Contractor is responsible for Digsafe notification, Vtrificptian of Utilities
s and protection of all underground utilities and pipes.
2„ The septi „tank once distri ution box shall be set
level on of 3f 4 -1 1 / 2" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
E 4. This system is subject to inspection during installation
'M by Carmen E. Shay — Environmental Services, Inc.
5. The contractor shall install this system in acco'rwdance
with Title V of the Massachusettsstate code, the approved plan
41 and Local Regulations.
6. If, during installation the contractor encounters any
soil conditions or site conditions that arca different
5 E�
from those shown on the soil log or in our design
06
installation must halt & immediate notification be
made to Carmen E. Shay - Environmental Services, Inc.
7 Ai.. ..ah3n1® ..r Inaruc rwnwL.7r.w.a. rL...!! JJ rCu� nunr aha
*NO'T'E: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 4ABEL EFFUENT FiL.TER OR 3'--0" on corlltg 4' -ti" on center 4'--0" on canter 1 3"-"6` on 4ter
' EQUIVALENT ON OUTLET OF TANK
1 min"-/�"�1/"
from
}} i Mint.
rleopudlgtEoirtk"` Grads over Septic Ian& lPump t tarenbr-9tr.GG ,V PVC {CAPPED} IN CION PORT TO RE �%4" "i " Mkashed 5tdro M
Existing Foundation r to bring arAssTALLro Ataa To ME tWTTt9l s" ar C1TAtar
Provide Riser it necessary j;=10hom"ber
to bri tis tank covers9 0 -SOX aaver must must have riser and be
TOP OF FOUNDATION ELEV. 11.30 �t Outlet cover within 6 in. of ffntettad grade
within 8" #iaiIshed rade
g to finished grade awx SAS -99.26
Grade over Hare -99.75
7
(CAtiPEOj NVGi1GN PORT TO Be $raft, 40 - 4" perforated P.V.C. pipe
T 00,101
IXST. atiXw 5•.005 top 0r Leach FteM • 9!S•45 F I FI
S�"o a1 9G' s-#► 0i ar tireua 4" Perforated P.V.C. '*_11 jx" Washed Stan*
i1W-1
u1sx- Piet FRW EXis9ATi0N S, Q sr 3" C0 MAIN 10�, 2 i in ewe 97.8[1
ui NEW.' � � l
3j4"-�1�" Washed Staveto Iaottorn of Leach Facility Elev.-97.30
CONCRm FULL p rte: Pit T4 $ Note: 3" TEE INSTALLED rn p
P
t to iN D—sax I LEACH HELD' OMOW
w
HII 83 6 L. _ .. _ _
REMOVE & REPLACE TO
compacted stone 8 hof 3/4"-1 1 ADJUSTED ESHWT -� ELEV. 92.34
• BOTTOM OF B ' LAYER GROUNDWATER LEV 89.50
t OBS.
compacted terr of Eley.-88.00124
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8" BELOVY GRADE SYSTEM PRQ Note: Remove sail dwn to el. 95.00 or B Layer &replace with
Not to Scale clean coarse sand of/perk. rate less than or
or equal to 2 min, in, before 8t after placement
S --2e 61AM, ACCESS MANHOLE$ TANK/PUMP CHAmBtR EXTERIOR TO BE
PERCOLATION TE
EPPpetiv9 length
12'
WATERPROOFED PRIOR TO INSTALLATION
SETa AT LEAST 9 , 14" CWCRM COVER
10
Date of Percolation Test; JUNE 2, 2021
Test Perfcrmtsd By: CARMEN SHAY
'
" Acr,ESS COVERS FOR
Results Witnessed By: PHILUP RENAUD—YARMOUTH BOH
EXCAVATOR: SERVICES, INC.
µ t ' aa" GunaT � I tx" ' 9dLET
THE THE PUMP CHAMKR
INi1ET OUTLET TO i AT GRADE.
SHAY ENVIRONMENTAL
#�
Percolation Rate: Less Than 2 MPi 0 36
O T
i �4r THE ACCESS COVERS FOR THE SEPTIC TANK,TsstxHole
OISTRIBL,ITION BOX ANC? LEACHING COMPONENT
No. '1
<"
N TI N CR S S GTi N
"" `
S.ET 4EEPER THAN 6 INCHrws LOW FINISHED
GRADE SHALL S RAISED TO WITHIN 8" OF
STEEL REINFORCED PRECAST CONCRETE nNiSHEO GRAM,
DEPT SOILS ELEV.
LE H-20 DISTRIBUT N Ox'
�/{% INSTALL TUF-TITS GAS 5AF"f"I.ES OR EGUAL5
0 99.00
,�- 3-24" EIEMOVAM COVERS �
Loamy
10 YR rT/2
REV,: 7/28/2021 -Per BON Review and Comments on 7/20/21
1 11
3enhti� �sararrae ,
0" B" A' 98,50
LoamyP
LOT, P LAN
1 ' xdtEr %'
_!2' mkt, inlet to ei
n. � ^' ,
". .__ ;
OUTLET
$and
Tp" min, �,,
" 1n 5/6OF
PROPOSED SEPTIC SYSTEM UPGRADE
'}
* ard" .p 4'O" min
Liqutd dgpti,
Med.-Coarse
Sand
�
17,4
ELwEANORE M. DROWN
Al
3e"-132" C, 88.00
AT
13 -d 7'
4 PINE ONE DRIVE
CRASS SECTION NOT TO SCALE. END—SECTION
TYPICAL 2000 GALLON SEPTIC TANK PUMP CHAMBER
PARCEL ID MAP 23 PARCEL, 60
WEST EST l ARMOU 1 H MA
ACME/SHOREY sTPC202LP OR EQiVALENT
QeAign Calculation ..
PREPARED BY:
Number of Bedrooms: 3 E uivolent to 330 Gal. Da
Garbage Grinder. No q Gal./Day (330 per WALKthraugh VERIFIED)
�'� � �
,�%� Ee SAA
Leaching Capacity Proposed: 330 Gal,/Doy
Septic Tank : - 2 x330 Gal./Day "a660 USE NEW 1600 GAL. Septic Tank min.
Perc #1
Depth to Perc: 36" to 54"
,L li`
YIRQNiKEN?'AL Sls'RYICiFS
Perc Rote- 2 MPI Assumed
P.O. BQ}( 1576
SOIL ABSORPTION AREA: Ustng percalotlon rate of 4:2 min,/Inch
Groundwater Observed 0114"
V.
Observed undwa -- 1 beer ed 0 89.50
Observed
MASHPEE, 'MA 1 2649
Proposed Leaching Field Dimensions: 1 �i 15 Wide by 30Long,
89
Zany B -INDEX WELL
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sANI��
TEL,/FAX 54$"294-749$
Bottom Area: 0.74 gal/sq. ft, x 450 sq. ft. x+333 gallons
ADJUSTED H2O Elev, = 2.8' — 33.6 or Elev 52,30
SCALE: N/A SHEET 2
DRAWN BY: CES
DINE: JUNE 15, 2021
8ldewali Area: NOT USEf?
Providing: 333 genions
PROJECT#45 PINECONE
IFILENAME: 45 PINECONE.d
g SHEET 2 OF 3
Provide Risers
2-" to brieg INLET Pump Chamber Laver
MiNNOIE cavus WITNN4 to grade and OtJ1Mi Cesvdr tb
s" CT �stteo cxp> . tiniaherd Breads
'
is lf'. -REA-D QAk=A iTW
9
99.22' - E7ev of D -Dour In
93.00' - E7ewatlon of Sattom of Pwv Chamber
2" To 3' +ADAPTETt
LIFT OUT CHNN
90 .0' -01.00' - 3.22' +$tads !load
Kv "M3" Fom MAIN
DYNAMJC FU�„"
tJ" Oould Model, 36t7 pump
tis* tlT+ C+tlW wyeRr a&.- 47.00
f )
rrktlan Mood for 3~ SCH 40 PVC Pipe 40 Wk ' phoao 1
t/2 HP 2~ Solkto Hondfing
Oto GPM - 0.t0 "./1D0 rt. OR f4t6lVi
4"_SO O C V.C.
so. Nm+
�+(W
60o
St»RIAI
YNa1c
050 CPM - 0.60 alt00 Ft.
0100 GPM - 2.,T nF 1100 f7.
0100 GPM - 2.8 Ft/t0A Ft.
rota! Dynamic Hood = 7.77' 0 100 QPM
PIMA PUMP CHAMBER EW.• 93.00
2 Check UoNo ^• 3.2'
2" Elbow" - 0.61
12 +# 3/4" - 11!2" Stam
3" Elbow Q.1`pptentx2#02)
7DTAL AD70NAt PIPE EgUpN�#5.4 set
PD AI
Not to scats
EURP NOTES & 2e1C_1r1aAR_0_N_-5
I. PUMP SHN,C ff 1NSTA JN SWr C0MPU4N0f
Wrrt! M4NLtFACTURE�'^5 sPEaFreAmrNs
2. ALARM 944U CONSIST OF AOD18V S10NAt et
RED WA NO Wfir TO Of WSrALLED IN bVILDING
ATA
AND POWERED SY SE'wi AIbIPE CIRCUIT FROM
CORGUtTS 10 PUMP.'
3. DO$INO SCHEDULE
440 "101$/10 00==44 GOIL.LCNYS/DOSE
.40
oA T L OCA 77ON CALCULA`Tl N
44 Gallons /X48 4L./Cu rt 5.86 Cu Fl,
40
REV.. 7/28/2021 -Per BOH Review and Comments on 7/20/21
Area of Bottom of Chamber = 3 x 6' = 18 Sq. rt,
Height of Woterfor One Dose (N) = 5.88 Cu. rt. /' 18 Sq, Ft.
H= .93 Fl,. w 4 INCHES
i
au
PLOTPLAN
Pomp On
2Q
,-
Pump Off -14*
= PROPOSED SEPTIC' SYSTEM UPGRADE
OF
Alarm .� 10*PREPARED
FOR
10W ADt�ItXiNWt WV
or
5't ".v
EI�EANORE M. BROWN
2.s' ,�
x 3*.v 6' - 45 oiseet
6' rw
`�i
�° 10
AT
46,041 foot x i 49 gal/cu w 336.6 Oolknn
AODCtrOAl4t. C4PACI7Y NEEDED is t days flow or 330 gallons
� , PINE CONE D R I 1!`1
PARCEL ID: MAP 23 PARCEL 60
BUOANCY CALCULATIONS
60 120
MA
WEST YARMOUTH,.
0 20 40 80 1Ue 14�
`a
PREPARED 8Y:
Weight of Water Displaced: C lbs of H20
,
A
ENVIRONMENTAL AL SERVICES
Weight of Septic TonklPump Chamber: 18,845 lbs.
� �� ' �
P.O. BOX 1575
Weight of Sail Septic Tonk/Chamber. 22,500 lbs.
� �
MASFiPEE, MA 02649
Total Weight Drawn: 41,345 lbs.
9
�
�AINITI��
TES,/�'AX : 508-294-7498
* No Ballast Required For TANKIPUMP CHAMBER (see cal
s)
SCALE: N/A SHEET 3 DRAWN BY: CES DATE: JUNE 15, 2021
IRROJECT#45 PINEC4NE ILENAME: 45 PINECONE. g SHEET 3 OF 3