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ELEV. =
1C�1•C17 —
(ASSUMED)
20 FT. MINIMUM FROM CELLAR OR CRAIA`L SPACE
10 FT. MIN!MUM 10 FT. MINIMUM FROM SLAB
2" PRESSURE PIPE
150 PSi MINIMUM
CONCRETE
COVERS I`,ANHOLE
COVER Y�
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
-'--ELEV. = "^-`70
ELEV. _- S7.25
LIQUID OUT E7
DEPTH
I
4 FEET 114 INCH
5 FcET 19 INCH :ES
6 FE t. 1 24 INCHES
r T
I �E 29 INCHES
8 FEET 34 INCHES
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.--,,
ELEV. =
fG_1. Fp -2 6'
V
�
QUICK
DISCONNECT TEE FLO"'
UNION I I / I LEVELERS
c, " v- 4 X. 6" MAX.
LEVEL__
ABE-L A1800 F'LTER
11 Fir- ELEV. ELEV.
FLOW LINE �j
ELEV.
J
L
N.
'I.,% -�- �i� r,� % �s
-od .3/8" DRILL
GAS HOLE
BAF;_LE TO BE WATER TESTED
ELEV. (TO SEE PLACED ON FIRM BASE)
2"J
314" TO 1 1/
CHECK
VALVE WASHED STONE
(TO EE PLACED ON FIRM BASE
MYERS SRM 4
f sk, 0 4 HP (kY; A X.)
DATE OF SOIL TEST
SOHL TEST DON, By SN"EETSER ENIIN-'FRING
W'TNE_SSE:) BY _A._.VI`)I1JPC'�'r---
ELEV.=- 29-'-
r J- ,A,
PERCOLATION RATE MIN,/INCH AT __�Z___ INCHES
TEXTURE T.
SC.57 DEPTH HO COLOR t�IOT OTHER
0-5" A (LOAMY SAND OYR 4/1 NO
LOAMY SAKID ;10YR7/6
0 ELEV.
�.O VL 21 -108 C Ih�J; SAND 12.5Y7/4
v-, `nl_
WATER ENC& REED AT 90--" -- ELEV. 6--
4 HIGH CAPACITY fNFIL'FrZATORS i
WITH STONE IN A R-
ill x 33S_1, x 10" TRENCH 'FORMATION ELEV. 97.10
ZONE A NUMBER _"�_=Ms 3
INDEX (NOV. 201C GARBA_ ..SAL UNIT
ADJUST OT, e? 1 ?'L/ jFLO%hi 7-
GAL./DAY
S,
SEPTIC TANK CAPACITY GAL.
S17E OF SEPTIC TANK GAL.
I (OR EQUAL) USES PROBABLE WATER TABLE ELEV. 4,LASS'5CATICN ,I: v./fry.
<
OBSERVED WATER TABLE (12/p/201B) ELEV. PERCOLATION RATE
CLEAN SAND 1 2" LAYER OF
INSPECTION PORT 1/8" TO 1/2"
WASHED STONE
OR FILTER. FABRIC
VENT
REQUIRED
BC I TOY OF TEST HOLE ELEV.
LCADINQ RAit __Vdf�_
P 7-.1 7 M fi�% ; 1
- , . I t 11 � I'
AREA 4.74,73 SQ, FT.
2XI 0/12) .7/
AT INVE S M, O_
_RT INLET
f) 4-. le, 0
LEACH!NG CAPACITY (AREA X RATE) 145,1M, GAL./DAY
AT ALARV ON
sllgs-.04
REQUIRED FLOW PER CYCLr-_ .2 5 X __3_3_0 _Z_ GAL./CYCLE
4"71111,73 X 0.74-
AT PUNIP ON
I
C3.73
VOLUME PER CYCLE _s_,2-5__ GAL/CYCLE /7.4-8 GA! FT. = 03 CU. FT./CYCLE
RESERVE L, HiNG CAPACITY �0 GAL./DAY
AT PUMP OFF
2 ,JCU,
VOLUME Cc- WATER IN PIPE 3.14 X 0,00694 X C U. FT.
----- FT.
il,vll 01:' INSIDE PUMP CHAMDER
TOTAL M!N!MUM VOLUME P_:
_R CYCLE E __11S3 CU. FT.
IM OF OUTSIDE PUMP CHAMBER
- CU. FTI. / 38,13 CUJ.F_'/FT. FT. (1 00 .S T.)
DISCHARGE o c
STORAGE CAPACITY GAL./DAY /7.48 GALjCU.FT./38J3 CU.FT./FT. FT.
I ALL k""'. _1RKtVANSHIP AND MATERIALS SHALL C01111FORM, TO D.E.P.
_lAq_ REQUIRED __2� T_ PROVIDED
TITILt r AND THE TOWN'S RULES AND REGULATIONS FOR
THE S'_ SURFACE DISPOSAL OF SEWAGE.
c.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT -10
"THIIN 6" 07 FINISHED GRADE.
NOT TO SCALE
SHALL BE CAPABLE C71
COMPONENTS OF THE SANITARY SYSI_ - -
?`k A F
L
-THSTANDiN'G H-1 0 LOAD'NG UNLESS THEY ARE UNDER OR V!� THIN
-,. 11 1 -
FT. OF DRIVES OR PAFRZING AREAS. H- 20 LOA 7-)!NG SHALL BE
1500 GALLON SEPTIC TANK (H-10 1000 GALLON PUMP CHAMBER (H-10
__D UNDER OR V"T �N 10 FT. OF DRIVES OR PARKING ARRE'S.
&- MONO) uz. r IH� 11.
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED
MASONARY UNITS USED T 0 BRING COVERS TO GRADE SHALL
224-2 ILLS.
1073 MS.
27- MORTARED IN PLACE.
WEIGHT OF TANK PER MANUFACTURER 148,33 Lnr WEIGHT OF TANK PER W ANU FACTU 7ER
c,.7 -% LrS.
NO DETERIVIN'TION HAS BEEN MADE AS TO COMPLIANCE 4`IITH
11 r% Z_
WEIGHT OF CONCM\ETE WEIGHT OF WATER IN SUMP
N"N' REGULATIONS. OWNER, / APPLICANT is TO
DEEDED OR ZCG
IRY4JION FROM APPROPRIATE Al�jTHOIRI`Y.
OBTAIN SUCH DEIE.1N.
EXCESS 4"!EIGHT30 OFFSET FLOTATION WEIGHT OF CONCRETE
I
ONLY, EXCAVATION CON N TRACTOR
UT!CITIES SHOI,'+'N ARE APPROX'tMA -OR
11833-224,-2 ce,5si ulsz
R
-SAFE" AT 1-E88-344-7233 AT LEAST 72 S
IS TO CALL "DIG HOURS
EXCESS WEIGHT TO OFFSET FLOTA-11 ON
PRIOR TO CCMYENCINI`,WORK ON SITE,
S'00-1S73
7,327 M-3.
-NS AS WELL AS
7. CONTRACTOR IS TO FY GRN,D�:,S AND ELEVATIO
ORK ON SITE, ANY VARIATIO!"
SITE CONDITIONS PF.O.R TO COKCMENCING W,
DE BROUGHT, TO THE ATTENTION OF THE DESIIGN ENCINELP,
IS TO E S , iH 1�
<D
8. PARCEL IS IN FLGOD ------
!MMEDIATELY.
Qil ZONZ53
A
LOT Icl--SHOWN -&N ASSESS�CFRS`,AAP AS PARCE-L _72*
TO 67 ON SE-PERATE C!RCU!TS.
10. PUYP AND ALAi",T� ARE -
11, ALARM IS TO BE- BOTH AUDIO AND 'VISUAL.
1'. , - I I - L IPAICUU FILTER ISTO0
tx
TRIC PEEIRIAIT IS REQU'RED TO WIRE PU'MP AND ALAR;'vi.
13. kNI ELEC!
RE _F, A
14. ALL UNSUNTABLE MAID; AL SHALL EIC _- V OVE D UNDrl ID
ki I -Y - 111,� 0
FOR A MINIMU�.�i OF 5' AROUND SOIL ABSORPTION SYS7-
t ' REP! ACED �1�1,7 kclATEP�AL AS Sr-ECIFIED IN 310 C M; P, 1 5. 2 5 3
Li z.H I, j,
-PT�C TANK AND PU", 0 CHAYSER A.7E 70 6":' �A'ATERPROOFED AT
15. Sr
THE
HE MANU
'ER A Or- 48 H11UR',S
11 6. THE INISTALLER IS TO GIVE THE ENGINE'.
_&x
'E FOR THE FlINAL INSPECTION (YUI`,/_-;"R DELC'M
(2 1�109KING DAYS) NOT!'-
PU',1P AND BACKFILLED.
17. EXISTING CESSPOOL IS TO Bz. �EL j
4
0�
7
0 Yarmouth Health Dvinrtment
4-
Q)
r3 r 'p-
rwl f
j
c� Name Date
'ILI
c�
tK
CP"
A
D�TE
c�
j 3
'k4
0 IR
7, 7
z
ALARM ON
PUYP ON
cr
p UY
cp
L
j
-n
203 Sz E T U C I F
Iv. t
q 713
off•S, "S.
SOUT-1 D E_
1 -`85-6900 02,�,-,r-0
17-
EX!ST;NG SPOT ELEVAT;ON 0010
S C Al E
"n
C* A
FINAL SPOT ELEVA70N' �7,0 I
VEFRLL
E COINTOUR - - - - 00- - - - 20"
7Y.ISTN DEC. 7 20"
C�1'
+
Fl� L CONTOUR 00
PEV •
SO!!- TEST LOCATION
N 15, 201 c"
UTILITY POLE __`C_
TOIAIN YJATER ��V/
II 7J'
CATCH BASIN
uli�
L I SH'� 0 F
GAAL„ NE -G\ L 0 C A TIC) N 'iv111A P
0�- CLN OUT
��J 82 SILL VER LEAF LAIATE CESSPOOL C.P. 0
E S-P
0 2018 SX-E TS-