HomeMy WebLinkAboutDDW-2024-006508
SMITHFIELD HOG PRODUCTION
WATER SYSTEM
ROUTINE MICROBIOLOGICAL SAMPLING PLAN
MARCH 21, 2000
(Revised 12/2016)
SYSTEM CLASSIFICATION
Smithfield owns and operates its own water systems within its Skyline and Blue
Mountain pyramids. A pre-assigned number is given to each water system by the State of
Utah Division of Drinking Water to identify the water systems. Smithfield currently has
four separate water systems identified as the Skyline North and South system, system
number 01033; the Skyline West system, system number 01034; the Blue Mountain
North system, system number 01036 and the Blue Mountain South system, system
number 11066. All of these systems are classified as non-transient non-community
(NTNC) water systems.
SYSTEM DESCRIPTION
Smithfield currently has fourteen (15) wells serving all four water systems. Each
of these wells are classified as a ground water source without the influence of surface
water. The Skyline North and South system is classified as one water system that serves
175 people. The Six wells that supply water to the North and South system are identified
as Skyline North wells numbers SN#2 and SN#3 and Skyline South has four wells
numbered SS#1, SS#2, SS#3 and SS#4. Skyline West serves 60 people, and has two
wells each numbered as SW#1, SW#2. Blue Mountain North serves 47 people and has
three wells numbered BMN#1, BMN#3 and BMN#4. Blue Mountain South serves116
people and has four wells numbered BMS#1, BMS#2, BMS#3 and BMS#4. At least two
wells in each system are operated independently by telemetry. Skyline West and Blue
Mountain South are tied to a standpipe pressure vessel (tank). Skyline, Blue Mountain
North and Blue Mountain South have VDFs which control flow and pressure without a
tank being necessary. Each system also has a standby generator set operated either
independently or by hand at one well in each water system. Each system is required to
take one routine sample per month. All samples will be collected by Jared Woolf, phone:
435-691-0478, email: jwoolf@smithfield.com.
SAMPLING REQUIREMENTS
Smithfield is required to sample each of their systems classified as public water
systems on a monthly basis. Each system is sampled each month, with every location
being sampled at least annually. When possible, all routine bacteria sampling will be
completed as required on the same day. In the event that a farm is winterized and the
water is turned off the sampling schedule may be modified while still sampling each
system once per month with each site being sampled at least annually. When resamples
are required if a farm is at a dead end location an additional upstream site will be
sampled.
SAMPLING PLAN AND SCHEDULE
Quarter Location System Number
1st
41101
41102
41103
41204
41205
41206
41312
41313
41314
01033
41107
41107F
41108
01034
42301-4
42315-16
42305-8
01036
42200
42108
42107
11066
2nd
41104
41105
41106
41201
41202
41203
41309
41310
41311
PTC
01033
41108F 01034
41316
41317
2nd
BM Maintenance
BM Truck Wash
42305
01036
42106
42105
42104
11066
3rd
41207
41208
41209
41301
41302
41303
41306
41307
41308
01033
41318
41319
Dry Shower
01034
42306
42307
42308
01036
42103
42102
42101
11066
4th
Skyline Truck Wash
Skyline Conference Center
Skyline Maintenance
41210
41304
41305
41315
41322
41323
49170
01033
41320
41321
Dry Shower
01034
BM Maintenance
BM Truck Wash
42306
01036
Blue Mtn. Dwelling
42201-2
42203
11066
SAMPLING PROCEDURES
The responsible party collecting bacteria samples for Smithfield shall use only
those bottles provided by a qualified laboratory. Sampling personnel should take care in
collecting samples, using proper sampling techniques to insure the integrity of each
sample. Sampling personnel should complete the sample custody report in full and
secure the custody document to each sample taken. All samples should be kept on ice or
refrigerated prior to delivery the laboratory for analysis. All bacteria samples have a 24-
hour holding time between time the sample is taken and delivery to the laboratory.
SEC.34
SEC.27
COUNTYROAD
NW COR. SEC. 34,
T30S, R13W, SLB&M
W
42301
42302
42304
42303
1
2
3
4
5
1 1
2
3
4
5
2
3
4
5
1
2
3
4
5
BASIN
EVAPORATIONLAGOON
PRIMARY
W
75’ TYP.
WW
75’ TYP.
75’ TYP.
462’‘
75’ TYP.
50’‘
1
2
3
4
5
ACCESS ROAD
WW
N 89^ 53’12" E 2639.78’
20’
20’
1
2
3
4
5
6
7
8
9
10 20
19
18
17
16
15
14
13
12
11
42305 42306
5
6
7
8
9
10
5
6
7
8
9
10
GRIMSHAW SURVEYING
SCALE:
of
located in
SHEET
SURVEYING AND MAPPING BY:
BY: TAB
CIRCLE
FOUR
FARMS4
CHECK BY: BJM
REVISED:
MAP DATE:
IRON COUNTY
FILE:BLUEMTNSOUTHWATER.DGN
LEGENDLEGEND
TANK SITE
WELL
GATE VALVE (G.V.)
TELEMETRY CABLE
LEGEND & NOMENCLATURE
HIGH DENSITY POLYETHYLENE PIPE
SCHEDULE 40
CLASS
TYPICAL
HDPE PIPE
SCH. 40
CL.
TYP.
FIRE HYDRANT (F.H.)
EDGE OF ROADWAY
WATER SYSTEM
BLUE MTN. NORTH
1
1
3/31/98
1/28/10
WELL LOCATIONS
T30S, R13W, SLB&M
R13W, SLB&M
FROM THE NW COR. SEC.22, T30S,
T30S, R13W, SLB&M
FROM THE N COR., SEC.23,
BMN WELL 2 - 49 FEET NORTH AND 1349 FEET EAST
BMN WELL 1 - 154 FEET SOUTH AND 950 FEET EAST
BMN WELL 3 - 2350 FEET SOUTH AND 250 FEET EAST
PLAN SHEET
50,000 GAL.
BLUE MTN.
NORTH WATER
STORAGE TANK
WELL BMN #1
SEE DETAIL
TELEMETRY
CABLE
125’¨ OF 4" HDPE
6
1
5
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
3
9
2
’
¨
450’¨
2" G.V.
280’¨ OF
2" HDPE
2" G.V., 400’¨
OF 2" HDPE & 1"
FREEZELESS
HYDRANT
5
6
7
’
¨
4
6
8
’
¨
8
"
H
D
P
E
8
"
H
DP
E
8
"
H
DP
E
4" HDPE
2" G.V.
365’¨ OF
2" HDPE
3
9
2
’
¨
2" HDPE
4" G.V.
155’¨
1
7
8
’
¨
166’¨8" G.V.
2
2
0
’
¨
4" G.V.
1
5
3
’
¨
540’¨
3
9
2
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
1032’ OF 6" HDPE
4" HDPE
4" HDPE
2" HDPE
1
5
3
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
163’¨ OF
2" HDPE
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
8
"
H
D
P
E
8
"
H
D
P
E
2" G.V.
705’¨ OF
2" HDPE
8" G.V.
8" G.V.
6
8
2
’
¨
487’¨
480’¨
8
"
H
D
P
E
4
2
2
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
4" G.V.
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
450’¨
4" HDPE
3
0
0
0
’
¨
O
F
6
"
H
D
P
E
2" G.V.
410’¨ OF
2" HDPE
42315
42316FARM
OFFICE
FARM
OFFICE
3
5
0
’
¨
100’¨ OF 6" HDPE
3" PRV STATION
(SEE DETAIL)
412’¨
OF 4" HDPE
2" G.V., 160’¨
OF 2" HDPE & 1"
FREEZELESS
HYDRANT
4" G.V.
6" G.V.
(REQ’D)
2" G.V.
290’¨
2" G.V.
75’¨ OF
2" HDPE
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
3
9
2
’
¨
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
2" G.V.
365’¨ OF
2" HDPE
6
"
H
D
P
E
6
"
H
D
P
E
565’¨
OF 4" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
56’¨ OF
2" HDPE
2" G.V.
2" G.V.
2" G.V.
2" G.V.
6" G.V. & F.H.
6" G.V. & F.H.
6" G.V. & F.H.
1
4
7
5
’
¨
OF
4
"
H
D
P
E
2
5
0
’
¨
2" HDPE
2
0
0
’
¨
2
9
8
0
’
¨
O
F
8
"
H
D
P
E
2646’¨ OF 8" HDPE
1837’¨ OF 8" HDPE
1565’¨ OF 8" HDPE
6" G.V.
& 8" G.V.
2" G.V., 465’¨ OF
2" HDPE & 1"
FREESELESS
HYDRANT
142’¨ OF 2" HDPE
7
8
6
’
¨
OF
4
"
H
D
P
E
1
1
5
0
’
¨
O
F
6
"
H
D
P
E
6" G.V.
1
1
5
0
’
¨
O
F
6
"
H
D
P
E
7
8
6
’
¨
O
F
4
"
H
D
P
E
WW
FARM
STORAGE
BLDG.
FARM
STORAGE
BLDG.
6" G.V.
& F.H.
6" G.V.
& F.H.
6" G.V., 42’ OF 6"
HDPE & F.H.
6" G.V. & F.H.
6" G.V.6" G.V.
F.H.F.H.
6" G.V., 155’ OF 6"
HDPE & F.H.
6" G.V., 155’ OF 6"
HDPE & F.H.
30.00’
DRIVEWAYSEDIMENTTRAP SUMP
CONCRETEAPRON30’ x 20’CONCRETEAPRON30’ x 20’
TRUCKWASH
1520’¨ OF 2" HDPE2" G.V.
FROM THE W COR., SEC.22,
1" = 500’
W
6" G.V.
& 8" G.V.
6" G.V.
6" G.V.
WELL BMN #3
SEE DETAIL
WELL BMN #2
SEE DETAIL
ABANDONED
TELEMETRY
CABLE (REQ’D)
6"ISOLATION
GATE VALVE
42307 42308
OFFICE WELL
W/ BLATTER TANKS
2" HDPE
TO OFFICE
FARM
OFFICE
WATERLINE, SIZE & LENGTH
AS SHOWN ON PLAN
PRV STATION
(PRESSURE REDUCING VALVE STATION)
WELL BMN #4
SEE DETAIL
100’¨ OF
8" HDPE
2
3
2
0
’
¨
O
F
6
"
H
DP
E
2
3
2
0
’
¨
O
F
6
"
H
DP
E
6" G.V.
& F.H.6" G.V.
& F.H.
FARM
OFFICE
FARM
OFFICE
4" G.V.
160’¨ OF
4" HDPE
(TYP. 42307
& 42308 BLDG.
CONNECTION)
2" G.V. 56’¨ OF
2" HDPE
(TYP. 42305
& 42306 BLDG.
CONNECTION)
4" G.V.
160’¨ OF
4" HDPE
(TYP. 42307
& 42308 BLDG.
CONNECTION)
(2) 6" G.V.’S
GRIMSHAW SURVEYING
SCALE:
of
located in
SHEET
SURVEYING AND MAPPING BY:
BY: TAB
CIRCLE
FOUR
FARMS4
CHECK BY: BJM
1" = 600’
REVISED:
MAP DATE:
IRON COUNTY
FILE:BLUEMTNSOUTHWATER.DGN
Sec. 20
Sec. 19
Sec. 18
Sec. 7
42201
42100
256
42101
GILT
GILT
42102
42103
42104
42202
EXISTING COUNTY
ROAD
EVAPORATION
BASIN
PRIMARY
LAGOON
G G G G G
Bldg. 1
Bldg. 2
Bldg. 3
Bldg. 4
LEGENDLEGEND
TANK SITE
WELL
GATE VALVE (G.V.)
WATERLINE, SIZE & LENGTH
AS SHOWN ON PLAN
TELEMETRY CABLE
LEGEND & NOMENCLATURE
HIGH DENSITY POLYETHYLENE PIPE
SCHEDULE 40
CLASS
TYPICAL
HDPE PIPE
SCH. 40
CL.
TYP.
FIRE HYDRANT (F.H.)
EDGE OF ROADWAY
PRV STATION
(PRESSURE REDUCING VALVE STATION)
WATER SYSTEM
BLUE MTN. SOUTH
1
2
3/31/98
9/28/02
395’‘
120’‘ OF 4" HDPE
250’‘
8" HDPE
8" TEE & 8"
G.V.
70’ OFF PROPERTY LINE
4" G.V.
225’¨ OF
4" HDPE
8" HDPE W/
TELEMETRY
CABLE IN SAME
TRENCH
200’¨380’¨
CHLORINATION BLDG
SEE DETAIL
2
1
4
’
¨
2" G.V.
54’¨ OF
HDPE
2" G.V.
54’¨ OF
HDPE
2" G.V.
54’¨ OF
HDPE
2" G.V.
54’¨ OF
HDPE
2" G.V. TO
FUTURE BLDG.
2" G.V. TO
FUTURE BLDG.
2" G.V. TO
FUTURE BLDG.
2" G.V. TO
FUTURE BLDG.
4
3
0
’
¨
6" G.V. 10’¨
OF 6" HDPE
& F.H.
Sec. 6
DEAN CARTER
WELL PROPERTY
FARM ROAD
COU
N
TY
R
O
A
D
8
7
0
’
¨
OF
6
"
HDP
E
2" G.V.
50’¨ OF
HDPE
3
3
0’¨
3
8
3
0
’
¨
OF
6
"
HDP
E
2" G.V.2" G.V.
30’ WIDE FARM ACCESS ROAD
FARM OFFICE
FARM OFFICE
Bldg. 1
Bldg. 2
Bldg. 3
Bldg. 4
Bldg. 1
Bldg. 2
Bldg. 3
Bldg. 4
2" G.V. 35’
OF HDPE
(TYP. AT EACH
NURSEY BLDG.)
2" G.V. 35’
OF HDPE
(TYP. AT EACH
NURSEY BLDG.)
2" PRV STATION
SEE DETAIL
6" TEE &
G.V.
4" TEE
1
6
3
0
’
¨
OF
2
"
HD
P
E
1
6
7
0
’
¨
OF
2
"
HD
P
E
1420’¨ OF 4" HDPE
6" G.V. 100’¨
OF 6" HDPE
& F.H.
6" G.V. 100’¨
OF 6" HDPE
& F.H.
6" G.V. 5’¨
OF 6" HDPE
& F.H.
6" G.V.6" G.V.
6" G.V. 5’¨
OF 6" HDPE
& F.H.
1290’¨ OF 6" HDPE
3
8
5
0
’
¨
OF
6
"
H
D
P
E
6" G.V.
1665’¨ OF 8" HDPE
6" G.V., 1350’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 150’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 475’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 475’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 10’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 10’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 1239’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 1242’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
1
6
2
0
’
¨
6
"
HDP
E
8
"
H
DP
E
7
7
0
’
¨
4" G.V. &
375’¨ OF
4" HDPE
9
0
0
’
¨
4" G.V.
8" G.V.
4" G.V. &
600’¨ OF
4" HDPE
4" G.V. &
600’¨ OF
4" HDPE
4" G.V. & F.H.
70’ OFF PROPERTY LINE
7
7
0
’
¨
8
4
0
’
¨
OF
6
"
H
D
P
E
3
1
1
0
’
¨
O
F
6
"
H
DP
E
7
7
0
’
¨
1
7
3
5
’
¨
4" G. V. FOR
FUTURE FARM 42108
4" G. V. FOR
FUTURE FARM 42107
4" G. V. FOR
FUTURE FARM 42106
4" G. V. FOR
FUTURE FARM 42105
42203
4" G.V. &
600’¨ OF
4" HDPE
6" G.V., 1240’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 81’ OF 6"
HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 677’ OF 6"
HDPE & F.H.
2" G.V.
1500’¨ OF
2" HDPE
2" G.V. 35’
OF HDPE
(TYP. AT EACH
NURSEY BLDG.)
42200
50,000 GAL.
BLUE MTN.
SOUTH WATER
STORAGE TANK
WELL BMS #2
SEE DETAIL
WELL BMS #1
SEE DETAIL
WELL BMS #3
SEE DETAIL
WELL LOCATIONS
T31S, R13W, SLB&M
R13W, SLB&M
FROM THE SW COR. SEC.7, T31S,
FROM THE S COR., SEC.7,
T31S, R13W, SLB&M
FROM THE N COR., SEC.18,
BMS WELL 2 - 270 FEET NORTH AND 715 FEET EAST
BMS WELL 1 - 110 FEET NORTH AND 521 FEET EAST
BMS WELL 3 - 2340 FEET SOUTH AND 240 FEET EAST
6" G. V. FOR FUTURE
& WELL BMS #5
4" G. V. FOR
FUTURE WELL
BMS #5
2" WATER METER
ASSEMBLY
SEE DETAIL
PLAN SHEET
WELL BMS #4
SEE DETAIL
WELL BMS #4
SEE DETAIL
2105
2106
2107
2108
FF
BREEDING
FFF
GILT
GESTATION
FARROWING
FF
BREEDING
FFF
GESTATION
FARROWING
FF FFF
FF
BREEDING
FFF
GESTATION
FARROWING
T31S, R13W, SLB&M
BMS WELL 4 - 2128 FEET SOUTH AND 237 FEET EAST
FROM THE N COR., SEC.19,
GRIMSHAW SURVEYING
SCALE:
1
of
2
located in
BEAVER COUNTY, UTAH
SHEET
SURVEYING AND MAPPING BY:
DATE:
FILE: SKYFINL.DGN
BY: TAB
CIRCLE
FOUR
FARMS4
12-5-96
CHECK BY: BJM
REVISED:
1" = 1000’
x x x x x
x
x
x
x
x
x
x
x
x
x
x
xxxxx
x x x x x x x x x x x x x x x x x x x x x
x
x
xx
x
x
41101
41201
41103
41102
41202
41303
41305
41302
41203
41304
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x x
x
x x x x x x x
41204
41205
41206 41106
41104
41306 41307
41309 41310
41313
COUNTY ROAD
41315
LAHO ROAD
x x x x x
x
x
x
x x x x x x
x
x
x
x
x
x
x
x
x
NURSERY
NURSERY
NURSERY
NURSERY
OFFICE
GENERATOR
ROADROAD
EXISTING FENCE LINE
EXISTING FENCE LINE
BREEDING & HEAT CHECK
GESTATION
FARROWING
FARROWING FARROWING
GESTATION
OFFICE
COUNTY GRAVEL ROAD
COUNTY GRAVEL ROAD
LAGOON
LAGOON
BASIN
GESTATION
FARROWING
TRUCK WASH
DAVIE’S DIAGONAL ROAD
41323
41322
EVAPORATIONBASIN LAGOON
PRIMARYCOUNTY ROAD
FARM ACCESS ROAD
LAGOONBASINEVAPORATIONPRIMARY
x x x x x
x
x
x
x
x
x
x
x
x
x
x
xxxxx
x x x x x x x x x x x x x x x x x x x x x
x
x
xx
x
x
41101
41201
41301
41103
41102
41202
41303
41305
41203
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x x
x
x x x x x x x
41204
41206 41106
41105
41308
41311
41312
COUNTY ROAD
LAHO ROAD
x x x x x
x
x
x
x x x x x x
x
x
x
x
x
x
x
x
x
NURSERY
NURSERY
NURSERY
NURSERY
OFFICE
GENERATOR
ROADROAD
EXISTING FENCE LINE
EXISTING FENCE LINE
BREEDING & HEAT CHECK
GESTATION
FARROWING
FARROWING FARROWING
GESTATION
OFFICE
COUNTY GRAVEL ROAD
COUNTY GRAVEL ROAD
LAGOON
LAGOON
BASIN
GESTATION
FARROWING
TRUCK WASH
DAVIE’S DIAGONAL ROAD
41322
EVAPORATIONBASIN LAGOON
PRIMARYCOUNTY ROAD
FARM ACCESS ROAD
LAGOONBASINEVAPORATIONPRIMARY
45
8 9 10 11
1617
27
28
33 34
23
41314
x
x
41208 41207
5023.70INVERT
COUNTY ROAD
PRIMARY LAGOON CONTAINMENTBASIN
COUNTY ROAD
x
x
41208 41207
5023.70INVERT
COUNTY ROAD
PRIMARY LAGOON CONTAINMENTBASIN
COUNTY ROAD
Lot 4
Lot 3
Lot 2
Lot 1
7
4120941210
9/15/02
MOSCOW ROAD
MOSCOW ROAD
10
"
C
L. 2
0
0
10" CL. 200
RENDERING
COLLECTION
AREA
10"
CL. 20
0
2
" HDPE
4" G.V.2
5
0
’¨
5
5
0
’¨
2446’¨2446’¨
19
5
6’¨
6
0
0’¨
10"G.V.
18
18
’¨
10
"
C
L. 2
0
0
10" G.V.
362’¨
6381’¨
10" CL. 200
10" G.V.
6" G.V.
3635’¨
6" CL. 200
2305’¨
6" CL. 200
6" G.V.
3130’¨
6" CL. 200
6" G.V.
LIVESTOCK
WATER TANK
BACKFLOW
PREVENTION
DIVICE
"
S
C
H. 4
0
P
V
C
8
7
7
’¨
5684’¨2800’¨8" HDPE
8" G.V.
8" G.V.
1838’¨
4" CL. 200
4" G.V.
8" G.V.
4" G.V.
4" FLUSH LINE
2660’¨
4" HDPE
4
3
4
3
’¨
8
"
C
L
. 2
0
0
6" G.V.
8" G.V.
2465’¨
6" CL. 200
5
14
3
’¨
6
"
C
L. 2
0
0
699’¨ 6" CL. 200
3125’¨
4" CL. 200
4" G.V.
4" FLUSH LINE
875’¨ OF
4" CL. 200
2
4
5
5
’¨
4
"
C
L. 2
0
0
903’¨ OF 4" CL. 200
2
6
8
1’¨
8
"
C
L
.
2
0
0
1245’¨
8" CL. 200
951’¨
4" CL. 200
3982’¨
8" CL. 200
2
6
3
7
/
¨
8
"
C
L
. 2
0
0
1108’¨8" CL. 200
8
"
C
L. 2
0
0
3
6
14
’¨
8" G.V.
6" G.V.
1045’¨
6" CL. 200
604’¨ OF
6" CL. 200
4
6
6
7
’¨
6
"
C
L. 2
0
0
5
0
6
5
’¨
6
"
HDP
E
857’¨
4" HDPE
909’¨
4" HDPE
6" HDPE WATER LINE FROM 41315
6" HDPE
2270’¨
4"HDPE
4" G.V.,
260’¨ OF
4" CL. 200
G.V., 6’¨ OF
HDPE & F.H.G.V., 6’¨ OF
HDPE & F.H.
G.V., 100’¨ OF
4" HDPE
G.V., 117’¨ OF
4" HDPE
G.V., 154’¨ OF
HDPE & F.H.
G.V., 160’¨ OF
HDPE & F.H.
G.V., 300’¨ OF
4" HDPE
G.V., 300’¨ OF
4" HDPE
THERMO ROAD
THERMO ROAD
G.V., 6’¨ OF
HDPE & F.H.
G.V., 90’¨
OF 4" HDPE
6" G.V., 87’¨ OF
6" CL. 200 & F.H.4" G.V.,
450’¨ OF
4" CL. 200
6" G.V., 326’¨ OF
6" CL. 200 & F.H.
4" G.V.,
528’¨ OF
4" CL. 200
6" G.V., 163’¨ OF
6" CL. 200 & F.H.4" G.V.,
541’¨ OF
4" CL. 200
4" G.V.,
239’¨ OF
4" CL. 200
4" G.V.,
88’¨ OF
4" CL. 200
6" G.V., 1000’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
6" G.V., 412’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
6" G.V., 392’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
6" G.V., 860’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
4" G.V.,
72’¨ OF
4" CL. 200
6" G.V., 380’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
6" G.V., 860’¨ OF
6" CL. 200, F.H. &
DELUGE MANIFOLD
4" G.V.,
155’¨ OF
4" CL. 200
4" G.V.,
150’¨ OF
4" CL. 200
4" G.V.,
150’¨ OF
4" CL. 200
4" G.V.,
125’¨ OF
4" CL. 200
4" G.V.,
175’¨ OF
4" CL. 200
4" G.V.,
370’¨ OF
4" CL. 200
4" G.V.,
560’¨ OF
4" CL. 200
4" G.V.,
202’¨ OF
4" CL. 200
4" G.V.,
263’¨ OF
4" CL. 200
6" G.V., 256’¨ OF
6" CL. 200 & F.H.
6" G.V., 251’¨ OF
6" CL. 200 & F.H.
6" G.V., 265’¨ OF
6" CL. 200 & F.H.
6" G.V., 250’¨ OF
6" CL. 200 & F.H.
6" G.V., 248’¨ OF
6" CL. 200 & F.H.
6" G.V., 92’¨ OF
6" CL. 200 & F.H.
6" G.V., 277’¨ OF
6" CL. 200 & F.H.
6" G.V., 10’¨ OF
6" CL. 200 & F.H.
6" G.V., 560’¨ OF
6" CL. 200 & F.H.
6" G.V., 482’¨ OF
6" CL. 200 & F.H.
4" G.V.,
535’¨ OF
4" CL. 200 6" G.V., 5’¨ OF
6" CL. 200 & F.H.
6" G.V. & F.H.
6" G.V. & F.H.
3
"
P
IP
L
INE
3"PIP
3" G.V.
3" G.V.
409’¨
4
3
8
9
’¨
8
9
3
’¨
3
"
P
IP
4" G.V.
2515’¨
4" CL. 200
6" G.V., 432’¨ OF
6" CL. 200 & F.H.
125’¨ OF
4" CL. 200
6" G.V.
6" G.V., 172’¨ OF
6" CL. 200 & F.H.4" G.V.,
341’¨ OF
4" CL. 200
1018’¨
6" CL. 200
1081’¨
6" CL. 200
6" G.V.
1688’¨
6" CL. 200
6" G.V.
4" G.V.
714’¨
6" CL. 200
6" G.V., 168’¨ OF
6" CL. 200 & F.H.
4" G.V.,
357’¨ OF
4" CL. 200
2
4
7
1’¨
4
"
C
L. 2
0
0
4" G.V.,
530’¨ OF
4" CL. 200
6" G.V., 161’¨ OF
6" CL. 200 & F.H.
4" G.V.
4" G.V.
6" G.V., 175’¨ OF
6" CL. 200 & F.H.
12
6
6
’¨
4
"
C
L.
2
0
0
4" G.V.,
430’¨ OF
4" CL. 200
5343’¨
4" CL. 200
4" G.V.
4" G.V.4" FLUSH LINE
6" G.V., 36’¨ OF
6" CL. 200 & F.H.
12
6
4
’¨
4
"
C
L. 2
0
0
4" G.V.,
170’¨ OF
4" CL. 200
4
0
4
0
’¨
4
"
C
L.
2
0
0
6" G.V., 365’¨ OF
6" CL. 200 & F.H.
4" G.V.,
413’¨ OF
4" CL. 200
4" G.V.,
263’¨ OF
4" CL. 200 LAHO ROAD
6" G.V., 222’¨ OF
6" CL. 200 & F.H.
4" G.V.
4" FLUSH LINE
2528’¨ 4" CL. 200
17
9
4
’¨
4
"
C
L. 2
0
0
4" G.V.
4" G.V.,
434’¨ OF
4" CL. 200
887’¨
4" CL. 200
2
6
4
8
’¨
4
"
C
L.
2
0
0
6" BRASS G.V.
4" BRASS G.V.
6" C.I. G.V.
F.H.
LEGENDLEGEND
TANK SITE
WELL
GATE VALVE (G.V.)
WATERLINE, SIZE & LENGTH
AS SHOWN ON PLAN
TELEMETRY CABLE
LEGEND & NOMENCLATURE
HIGH DENSITY POLYETHYLENE PIPE
SCHEDULE 40
CLASS
TYPICAL
SCH. 40
CL.
TYP.
FIRE HYDRANT (F.H.)
8" G.V.
" MUNICIPAL
METER/STOP
CHLORINATION BLDG.4" G.V.
4" G.V.,
171’¨ OF
4" CL. 200
MUNICIPAL
METER/STOP
GENERATOR
GENERATOR
12,000’¨ 4" HDPE TO BOAR STUD FARM
WELL SS #4
SEE DETAIL
WELL S.S. #2
SEE DETAIL
SKYLINE TRUCKWASH
& RANCH HOUSE
WELL S.S. #3
SEE DETAIL
FLOW TO 41207 THRU 41210
SEE SITES
41207 THRU
41210 ABOVE
WELL S.N. #1
WELL HAS BEEN
DISCONNECTED
FROM WATER
SYSTEM
WELL S.N. #2
SEE DETAIL
WELL S.N. #4
WELL HAS BEEN
DICONNECTED
FROM WATER
SYSTEM
WELL S.N. #3
SEE DETAIL
FREEZELESS HYDRANT
EDGE OF ROADWAY
HDPE
ABANDONED
50,000 GAL.
WATER
STORAGE TANK
PLAN SHEET
SKYLINE
WATER SYSTEM
CHRISTENSEN’S CORNER
WELL LOCATIONS
R11W, SLB&M
FROM THE SW COR. OF SEC. 33, T29S,
R11W, SLB&M
WELL S.N. #2 - 88 FEET NORTH AND 258 FEET WEST
R11W, SLB&M
R11W, SLB&M
FROM THE N COR. OF SEC. 34, T29S,
R11W, SLB&M
FROM THE NE COR. OF SEC. 2, T30S,
R11W, SLB&M
FROM THE S COR. OF SEC. 2, T30S,
R11W, SLB&M
FROM THE NW COR. OF SEC. 2, T30S,
FROM THE S COR. OF SEC. 33, T29S,
WELL S.N. #3 - 2682 FEET NORTH AND 173 FEET WEST
FROM THE S COR. OF SEC. 27, T29S,
WELL S.S. #1 - 1951 FEET SOUTH AND 501 FEET WEST
WELL S.S. #2 - 1437 FEET NORTH AND 423 FEET WEST
WELL S.S. #3 - 1184 FEET SOUTH AND 649 FEET EAST
R11W, SLB&M
FROM THE N COR. OF SEC. 16, T30S,
WELL S.S. #4 - 258 FEET SOUTH AND 161 FEET EAST
WELL S.N. #1 - 122 FEET NORTH AND 455 FEET EAST
WELL S.N. #4 - 259 FEET SOUTH AND 864 FEET WEST
12’ DIA. x
110’ HIGH
93,000 GAL.
SKYLINE WATER
STORAGE TANK
6" G.V., 386’¨ OF
6" CL. 200 & F.H.
WELL S.S. #5
SEE DETAIL
R11W, SLB&M
FROM THE SE COR. OF SEC. 5, T30S,
WELL S.S. #5 - 1190 FEET NORTH AND 650 FEET WEST
WELL S.S. #1
ABANDONED
THERMO ROAD
AMERICAS
PROPANE
TANKS
6" G.V.
GRIMSHAW SURVEYING
SCALE:
1
of
2
located in
BEAVER COUNTY, UTAH
SECTIONS 3, 4, 9 & 10, T30S, R12W, SLB & M
SHEET
WELL LOCATIONS
T30S, R12W, SLB&M
FROM THE NORTH COR., SEC.9,
FROM THE CENTER OF SEC.9, T30S,
SURVEYING AND MAPPING BY:
DATE:
BY: BJM
CIRCLE
FOUR
FARMS4
R12W, SLB&M
WATER SYSTEM
SKYLINE WEST
THERMO CROSSING ROAD
THERMO CROSSING ROAD
1" = 400’
8" x 8" x 4" TEE
(REQ’D)
FILE: SWW.DGN
8
"
H
D
P
E
,
8
7
2
F
T
.
8
"
H
D
P
E
,
8
0
3
F
T
.
8
"
H
D
P
E
,
2
4
4
2
F
T
.
8
"
H
D
P
E
,
3
4
0
5
F
T
.
CARTER WELL
PROPERTY
(KEEP OUT)
CARTER WELL
PROPERTY
(KEEP OUT)
13 MILES
TO MINERSVILLE
16 MILES
TO MILFORD
PROPERTY LINE (TYP.)
TELEMETRY CABLE &
PIPE IN SAME TRENCH.
10/1/96
9/23/02REVISED:
41316
41320
41318
41107
41317
41321
41108
PRIMARY
LAGOON
CONTAINMENT
BASIN
AC
C
ES
S
RO
AD
CONTAINMENT
BASIN
LAGOON
PRIMARY
LAGOON
PRIMARY
BASIN
CONTAINMENT
ACCES
S
ROAD
PRIMARY LAGOON CONTAINMENT BASIN
FARM ACCESS ROAD
FARROWING
GESTATION
BREEDING
PRIMARY LAGOON
CONTAINMENT BASIN
FARROWING
GESTATION
BREEDING
PRIMARY
LAGOON
BASIN
CONTAINMENT3
0
’ WIDE
FARM
ACCESS
ROAD
PRIMARY
LAGOON
BASIN
CONTAINMENT
EVAPORATION
BASIN
LAGOON
PRIMARY
41316
41320
4131841317
41108
PRIMARY
LAGOON
CONTAINMENT
BASIN
AC
C
ES
S
RO
AD
CONTAINMENT
BASIN
LAGOON
PRIMARY
LAGOON
PRIMARY
BASIN
CONTAINMENT
ACCES
S
ROAD
PRIMARY LAGOON CONTAINMENT BASIN
FARM ACCESS ROAD
FARROWING
GESTATION
BREEDING
PRIMARY LAGOON
CONTAINMENT BASIN
FARROWING
GESTATION
BREEDING
PRIMARY
LAGOON
BASIN
CONTAINMENT3
0
’ WIDE
FARM
ACCESS
ROAD
PRIMARY
LAGOON
BASIN
CONTAINMENT
EVAPORATION
BASIN
LAGOON
PRIMARY
8" HDPE, 2130 FT.
8"
H
D
P
E, 1370
F
T.
8" HDPE, 1300 FT.¨
4" HDPE 510 FT.¨
8" G.V.
8" G.V.
4
P
A
I
R
T
E
L
E
ME
T
R
Y
C
A
B
L
E
4" G.V.
4" HDPE, 1170 FT. ¨
4" HDPE, 1825 FT. ¨
6" HDPE, 500 FT. ¨
6" HDPE, 4475 FT. ¨
6
"
H
D
P
E
,
1
4
1
0
F
T
.
¨
8" HDPE, 1190 FT. ¨
4
"
H
D
P
E
,
1
2
3
0
F
T
.
¨
4" HDPE, 1940 FT. ¨
6" G.V., 10’¨ OF
6" HDPE & F.H.
6" G.V., 212’¨ OF
6" HDPE & F.H.
6" G.V., 580’¨ OF
6" HDPE & F.H.
6" G.V., 725’¨ OF
6" HDPE & F.H.
6" G.V., 190’¨ OF
6" HDPE & F.H.
6" G.V., 36’¨ OF
6" HDPE & F.H.
6" G.V., 87’¨ OF
6" HDPE, F.H. &
DELUGE MANIFOLD 6" G.V., 282’¨ OF
6" HDPE, F.H. &
DELUGE MANIFOLD 6" G.V., 282’¨ OF
6" HDPE, F.H. &
DELUGE MANIFOLD
6" G.V., 761’¨ OF
6" HDPE, F.H. &
DELUGE MANIFOLD
6" G.V.
PRV STATION
(SEE DETAIL)
4" G.V.,126’¨
OF 4" HDPE
4" G.V.,126’¨
OF 4" HDPE
4" G.V.,90’¨
OF 4" HDPE
4" HDPE,
100 FT.¨
4" G.V.,90’¨
OF 4" HDPE
4" G.V.,90’¨
OF 4" HDPE 4" G.V.,90’¨
OF 4" HDPE4" G.V.,90’¨
OF 4" HDPE
4" G.V.,90’¨
OF 4" HDPE
8
"
H
D
P
E
,
6
0
5
F
T
.
¨
N
0
0
^
0
5
’
2
0
"
W
N
0
0
^
0
5
’
2
0
"
W
3
109
4
GENERATOR
LEGENDLEGEND
TANK SITE
WELL
GATE VALVE (G.V.)
WATERLINE, SIZE & LENGTH
AS SHOWN ON PLAN
TELEMETRY CABLE
LEGEND & NOMENCLATURE
HIGH DENSITY POLYETHYLENE PIPE
SCHEDULE 40
CLASS
TYPICAL
SCH. 40
CL.
TYP.
FIRE HYDRANT (F.H.)
EDGE OF ROADWAY
WELL SW #2
SEE DETAIL
WELL SW #1
SEE DETAIL
CHLORINATION BLDG.
SEE DETAIL
50,000 GAL.
SKYLINE WEST
WATER STORAGE
TANK
WELL 1 - 407 FEET NORTH AND 97 FEET EAST
WELL 2 - 610 FEET SOUTH AND 98 FEET EAST
80’¨ OF 4" HDPE
4" G.V.
2" G.V.,100’¨
OF 2" HDPE
MAINTANCE YARD
OFFICE
HDPE
PLAN SHEET