HomeMy WebLinkAboutEngineer PlanOF � OtlitiDATION
(A S'S 01ME01
)L
m
20 FTMINI
10 FT MINIMUM
4" SCHED1,1LE 40 F
AM F-R.OM. CELLAR OR (,RAWL, SP� MIN � PITCH 1 /8' i
FT MINIMUM F'POM SLAB
2" PRESSURE PIPE
I
.50 PS; MINIMIJM
8600
SEL A1800 rill,
ELEV. -
FLOW LINE 20
10"
S3 T R I
LL
G A S DRIHOLE BiOlf
8AFFL_
Ei
E'v, TO, BE
VALVE
P ` G BE PLACED ON FIRM BASE)
4 FEET 14 IN`HE'3 M *T*,R1 spm 4
S, FEET 19 INCHES
6 ;7EET 24 INCHES 1500 GALLON Pump
7 FEE 29 INCHE",
8 FEET 54 INCHES SEPTA TANKCHAMBER
ELEV, A f !N
LLEV. AT ALc,;
SEWAGE DISPOSAL SYSTEM PROFILE ELEV AT PUMP ON
NOT Ti'l S(lAiJ.- ELEV, AT Pi,!MP OFF
BOTTOM -OF INSIDE PQ«,
BCTTC)M r)r OLI!"I`17,ir'�r �_
4' CAST !RON PIPE
"OR FC1i ' IAI) MINIMUM
PI.'H 1/4" PER FT,
-V
E87.00
LEV,
Qu,r,,E T
BUOYANCY CAL CULATIONS.-
kDOO GALLON PUMP "HIAN0ER (H-IC,. MONO';
WEIGHT OF WATER DISPLACED
&5x4.W$1.73--31,33)x62.5 1027 LBS.
WF!GHT OF TANI,, PER MANUVA( DUREP 9200 LBS.
SIGHT OF WATER IN SUMP
NF!r,"HT OF �' CONCRETE
WEIGHT TO OFFSET FLCTATI{)ti
9=-1027 al 73 LB&
9q.F
LEGEND: X
EXISTINC- C',)N)
!,F . .. ......
FINAL Nf,lI �
50
SOIL TE..:,J ILOCATti`C'fN
UTILITY POLE
TOlER WN JWA
CATN
t
GA$ 11
CLEAN W,
cEsspwL -P�
m
- CLEAN SAND q011_ TFST
i 2 LAiEP '�)r
INSPECTION PORT
1 /2'
WASHED STONE
105.53 M"�'!P FILTER FABRIC Fkv'7, t,
1
*X.
NT
aw
102.E
t7",
'_,LEV, LEV 5Y'7/14
84— 0AkA.
ON
I
WATER ENUNTERED AT ELEV. 196 0ea I ELEV = I I
CO
4 HIGH CAPACJY iNFIL.7rAPORS I
WiTH STONE. 11N A 5.20
S TED 1 11 X 36* X 10 TRENC!� FORMATiON OBSERVATION HOLE 2
IRM BASE" 701NE 6 TH E;,
�4 jTT
DEPTH HORIIUE,�7Lff MjT
SOIL ABSOrPTI INDEX 8"
CASHED STONE �FILL
4" TO 1 1
SAS?N
'TEM
S "S S! L T L. & IM, SAND �t o'm 4
!,c, 11LOAMY 'z.,AND I 0YR6 !4
WA TFR TABLE FIR ELEVI C2
ZZ, I OBABLE
kA
OBSERVED WATER IA8LE '4/21/20221) ELEV.
P,k')TT1'.A,$ ;F TEST HULE ELEV, w 3 W A TE P 'ENCOUNTERED AT
OBSERVTION HOLE
PUMP CHAMA3
BER CALCULATION
PERCOLATION RATF MINJINCH AT INCHES
1-10,1UIRED FLOW PER r,Y' E' 25 X
MOT7 I
-AL,/CYCLE -`7�4,,?, GAL, 1.00,_ ""u, F7 "t _'itk �.z k "'Li FT HOR,!,*"-' TEXTURE' OTHER i
VOLUME P ER CYCLE
010JIMF F WATILR IN PIPE' 3:11 4 � X 0,00694 X FT. -
ILL. 'No
'ABER 'rCYTAIL fAiNiMUM VOLumE PER CY'C,!F, __Aj,,VCV PT
D11$,^;HARGF` __131,0_ CQ, F1, "4167, fAj,F`T/rf. - FT. (I awn G
2 - 3"" b LOAM T SAND !1QYR4/2
:
STORAGE CAPAf"ITY GAL,/DA-Y /7.4e- GALJ V.FTJ�4.6'7 1 ,27 sT E9 iLOAMY SANLl (i ��R'6
AX_ REOUIRED PRO�40ED f
[�941,70, si (1) 'A' i j;, Sy,7/4
90. 4 15
WAITR
NOTES.-
At.L WORKMANSHIP AND MATERIALS SHALL CONVORM TO D,E,P
TiTLE 5 AND THE TOWN RULES AND REGULATIONS FOR
THE SUBSURFACE VISPQAs(IF SIEWAGE, DESIGN CALCULAMNS
2 '�HT TO
% ALL COVERS TO SANITARY UNITS SHALL BE, Bk')U�s.3
-41 SHET L)j $PO',,AL 1 N! 141
WITHIN 6" OF F�t GRADF GARHAG( ' j
3 1 F BE (.APABLE OF TC,04L FS11MATE'0, FLOW
ALL COMPONENTS OF THE SANITARY 5YST M SHALL
WITHSTANDING H10 LOADING UNLESS THEY ARE UNDER OR, WITHIN
i1Q GALAW/tAY X _AW
6AJ,
Ill FT, OF DRIVES OR PARkING AREAS: H-20 LOADING SHALL SF RcQuw,sEPI,,,c TAN' CArA(AT,Y GAL
USED UNDER OR WITHIN 10 FT. OF I IVES OF PARKIN(; AREAS. A%`JIJIAIr, SIZE Qf 'I'ANK CAL
4, ANY MASONARY UNITS USED TO BRING COWERS TO GRADE SHALLSOIL
ON RAIT'
BE MOPTAREr,) IN PLACE, DESi�GN F1LR(,'0LAi'I0 IN" IN
GAL /0 A',�
'I-TF MADE AS TO _OMPUANCE WITH RA TE,
INC, _RMfNAfiQN HAS BEEN
CFFI F. LOADING
DED Or 70NIN REGULATIONS, OWNER APPLiCANT 95 TO LEACHING AREA; '
OBTAIN SUICHDIETE%RMINATIONI FROM APPROPIRfARE ALITHCePITY,
"Tl' fT;F.'-:, CONTRACTC)F 7HQW,4 AFiE APPROXIMATE ON0, EXCAVATION E,, ��AREA I PAIV G, A If,' L-1�1,>iINk;', CAF
D!,G 6".33 x 0,74'
S ' 0 CALL "L �_SAFE" AT LEAST 72 HOUR -
PRIOR lo COMMENCING WORK ON' S;TE. RESERVE LEACHNC CAPACt Tl�
- -
'j-
Ae
C
TE COR TO COMMENCING WANY ORK ON SITE, AvARIATONIINDITiON'S PF�O
O BE BROUGH �S T TO THE AN'P TTEoN OF THE DESIGN ENGINEER
T
;mm'61A TELY
8 - PARCEL ;S iN FLOC10 ZONE
-�A OF
ESSORS MAP AS PARCEL 9 ROBtN
9, LOT �S SHOWN Oil ASS
1 f,), PIMP AND ALARM ARE TO BE ON SEPEPA7. CIPCUiTS. MA k
11. ALARM IS TO BE 9T 10H AU00 AND OSUAL, I 6;
M �
T 'JO F'I! TEP 15 0 RE' !NSTALLED. HAYS31341
2. A ZABEL Ai8,
AN ELECTRIC PERM:` :S PEOUIRED TO AARE PUMP AND ALARM. &
A,
14, ALL UNSUITABLE MAJERIA! SH4LL BE REMOVED FROM UNDER AND
1
FOR A MINIM AP6UND SOIL ABSORPTION S
_�l G/STE uM OF 5' �' STEM A40 BE IST�!?-
Uy E DD
REPLACED WI rtH MATERIAL AS z;PFCIFIIED IN 310 CMIP 15.255 3 P11 TAR k
4. 115.PUMP CHAMBER ARE '10 BE WAI'E RPROOFF-D AT THE MA N tj F -4 R E R
-0 C 48 4 JUL 018,2022
16, THE INS TIALLER IS "I IVE THE EN(-:�INEER A MINIMUM �_,f � OLIR�'
t,2 WORKING DAYS) NOTICE FOR THE FtNAL INSPECTION (NUMBER BELOWi
17� EXISTINC SEPTICS ARE TO BE PUMPED AND REMOVED' ALONG WITH HEALTH DEPT
COUNT -
ANY POLL'UTED SlOiLS, E* E-RED.
SIT"IFITCHES DETAIL
PUMP
PUMP 01'r
lj
SIT"IFITCHES DETAIL
PUMP
PUMP 01'r
lj