310039_Application - Drawings_20191223

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ALFORD SPR
1108/Ei8
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1352
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MURPHY FARMS
MURPHY-BROWN LLC
1303/610
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VICINITY MAP
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fib; EXISTING i1
>L----��1, LAGOON1
PROPOSED
1500, � N % DIGESTER
1. Iz
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NEAREST RESIDENCE (1575')
2017'CONSTRUCTION DATE
■ OSCAR LANGSTO
T39B/167
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NET RESIDENCE M 1 ,
` MOBILEILE HOME (1637')
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LIFT STATION/OVERFLOW PREVENTION PIPE SCHEMATIC
42'+ 133-25'
NATURAL GROUND 129 7't NV.=123.20'
-INV.=124.7-7'
OVERFLOW PREWN71ON OURET
3 NOT TO SCALE
12"X72" WYE
0.5% SLOPE
CLEANOUT
INV.=124.82'
12"X12" WYE�
128.20'J
.1 1-A" INV. = 124.77'
]1 FLOAT TREE —
FLOAT CONTROL CORDS -
LIFT STA71ON PLAN -\NEW
3 NOT TO SCALE
DISCHARGE PIPE SCHEMATIC
2' ANCHOR TRENCH FOR LINER/COVER
140.00 - - - - - - - - - - - - - - - - - - ----------
- ACTUAL DIKE ELV AT PIPE 130.04' TOP OF DIKE 136.50' 6" 4S ELBOW INV. 134.60'
MINIMUM DIKE ELV. 128.13' MAINTAIN MINIMUM 3' OF COVER OVER FORCEMAIN PIPE �� WATER LEVEL 134.50'
INV. = 126.55_ FREEBOARD 19_ __PIPE IXTENDS APX. 6' INTO DIGESTER
- - INV. 1.0' BELOW THE WATER LEVEL
Y� 130.00 - - - - - - - - - - - - - - - - - - - - - - - - -
6" DR17 HDPE FROM LIFT STATION DIGESTER
EXISTING LAGOON
BOT. 121.50'
120,00
..
(OR APPROVED EQUAL)
—4" VALVE
,,-4"/6" PIPE INCREASER
— 6" DR17 HDPE TO DIGESTER
L 6" x 6" TEE CONNECTING PUMP DISCHARGE PIPING
\ TO 6" FORCE MAIN
CONTROL PANEL
6- FORCE -MAIN DISCHARGE PIPE
3 NOT TO SCALE
110V WEATHERPROOF
CONVENIENCE OUTLET
ELECTRICAL DISCONNECT-\
CONTROL PANEL --I F
TOP=133.25'
42" r FLOAT CONTROL CORDS
NATURAL GROUND 129.7't
0 8" INV.=128.20' 1UG4 WATER ALARM
OVERFLOW ' 1775r
LAG PUMP ON 127.15 ,
AO PUMP ON 126.00
12" INV.=124.77'
BOT.=122.25' PUMP
PMIXER
UMP
GEA 4" DAIRY
MANURE PUMP (OR APPROVED EQUAL)
QUICK DISCONNECT
14" VALVES
'i 6"x 6" TEE
LIFT STATION CROSS SECTION MEW
NOT TO SCALE
NATURAL GROUND 129.7't
VALVE
BOX 2'
6' DR17 HOPE TO DIGESTER
6' GATE VALVE
MANUAL SHUT OFF
6' CHECK VALVE - BACK
FLOW PREVENTION
21.75'

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2' ANCHOR TRENCH FOR LINER/COVER
6" FORCEMAIN
1 42"+ 136.70' 12 TOP OF DIKE 136.50'
135.00 — — — — — — — — 134.50 — — WATER LEVEL 134.50'
NATURAL GROUND 133't DIGESTER
130.00 - - - - - - - - - -- ------ -----
74 LF 12" DR17 HDPE
3.3E7 SLOPE
125.00---------- 124.70' --- - - -----
INV_ 1.N. 1 E" Pir-E
t.L F- c 1Z5W, BOT. 121.50'
120.00 - -- -
TIE WRAP AN 12" PIPE FOR SUPPORT
1 MIXING WELL INFLUENT PIPE
4 NOT TO SCALE
6"
FE VALVE
8" DR17 HDPE TO DIGESTER
NNECT
OL PANEL
'-GEA 4" DAIRY
MANURE PUMPS
(OR APPROVED EQUAL)
MIXING WELL PLAN VIEW
4 NOT TO SCALE
.2' ANCHOR TRENCH FOR LINER/COVER
60 LF 8" DR17 HDPE
6" FORCEMAIN /� SLOPE AS INDICATED
42"+ 136.70' 12 TOP OF DIKE 136.50'
135.00 — — — — — — — — 134.50' — — — WATER LEVEL 134.50'
NATURAL GROUND 133'3—� _
130.00---------- ----
_ 8" 45- ELBOW DIGESTER
124,70'
125.00------------------ -----
BOT. 121.50'
120.00- - - - - - - - - - - - - - - - - - - - - - - - ----
MIXING WELL EFFLUENT PIPE
4 NOT TO SCALE
GEA 8" FLUSH PUMP
(OR APPROVED EQUAL)
110V WEATHERPROOF
CONVENIENCE OUTLET
ELECTRICAL DISCONNECT
QUICK DISCONNECT
CONTROL PANEL
TOP=136.70'
0
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04
12" DR17 INV. IN N=125.00'
6"
BOT.=124.70'
lb124.20'
B" DR17 HDPE TO DIGESTER
MIXING WELL CROSS SECTION VIEW
NOT TO SCALE:
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LONST DOOR
BARN ELV. = 128.62`
TOP=133.2
128 82
12'CPP HDPE
INV.=124.7;
BOT.=122.
TOTAL INFLUENT PER DAY
78,076 GAL/DAY
LIFT STA710N
CROSS PIPE SCHEMATIC
TOP=136.70'
134.5C
8 ORS
tl' tNV. 4U1
12 ORI7 HOPE
B0T.=124.70'
MD= WELL
L I
w7Did.1nc.V000ta TOP=136.70'
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FLOW DIAGRAM
NO SCALE
COVER
POOL LEVEL = 134.50'
—' E)R
BOT.=121.50'
COVER
POOL LEVEL = 134.50'
OHNSM
' BOT.=121.50'
T.O.D.=136.50'
2' ANCHOR TRENCH FOR LINER/COVER
140.00 — — — — — — — — — — — — — — — — — — — — — ----------
TOP OF DIKE 136.50'
WATER LEVEL 134.50' 24" —ttD LF '2' oRn
FLOTATION RING -DEBRIS TRAP
:dG E 10 ELLVA t1 ),q AS Wi�iCA1ED
ACTUAL DIKE ELV. AT PIPE 131.45'
130.00 — — — — — — — — — — — — — — ----— -- -----
DIGESTER 79. MINIMUM DIKE ELV. (STAFF GAUGE) 128.13'
-12" 90' ELBOW
BOT. 121.50 12" 45' ELBOW—, EXISTING LAGOON
120.00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
EXTEND PIPE TO BELOW STOP
PUMP TO MAINTAIN AIRLOCK
CROSS OVER PIPE
5 SCALE AS INDICATED
T.O.D.=136.50'
TOTAL EFFLUENT PER DAY
DRI7 HDPE
76,076 GAL/DAY
" 12
INV. OUT = 126.55'

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