Title: DOWCOMP12152006PHOTOS DAWSON SPRINGS 12152006 HOPKINS COUNTY AI1877 KY0540958
1DOWCOMP12152006PHOTOS DAWSON SPRINGS 12-15-2006
HOPKINS COUNTY AI1877 KY0540958
- by L. PEYTON ADAMS
- MADISONVILLE REGIONAL OFFICE
- KENTUCKY DIVISION OF WATER
2DAWSON SPRINGS WATER TREATMENT PLANT
3AERATOR
4RAPID MIX, FLOCCULATION, AND CLARIFICATION
5CLARIFIERS WITH FILTER ROOM DOWN THE HILL
6WEST CLARIFIER
7BACKWASH GRAVITY TANK
8LAKE BESHEARS THREE LEVEL INTAKE WITH WATER
PULLED OFF THE 8 FOOT LEVEL. IT IS RECOMMENDED TO
EVALUATE THE SEDIMENT PATTERN ON THE BOTTOM OF
LAKE BESHEARS AND WHAT LONG TERM INTAKE UPGRADES
MIGHT HELP FOR THE FUTURE.
9INTAKE
10DAM WITH TWO DRILLED CORES AND A BACKHOE WORK
AREA THAT IS NOT AS TIED IN FOR SOIL AS THE REST
OF THE DAM.
11CORE DRILLED WELLS CROWN AND DOWNSLOPE WITH
PRINCIPLE SPILLWAY VISIBLE AT FOOT OF DAM
12PRINCIPLE SPILLWAY LAKE BESHEARS
13CROWN OF DAM WITH TWO CORE MONITORING WELLS
14INTAKE STRUCTURE FROM PUMPING STATION
15FENCED WITH LOCKED GATE RAW PUMPS
16RAW PUMPS AT 2000 GPM
17K2MNO4 RAW FEED TANKS
18Day and bulk tanks at raw. Water Withdrawal
number is 0822 for 1.3-1.6 MGD
19Feeder pumps for K2MnO4 at raw in its insulated
and locked building inside the fence.
20Logbooks for feeders
21Feed lines into the raw water line
22Telemetry
23Control panels
24Raw totalizer
25Raw water control panel
26Pump 2 totalizer. Pumps are alternated.
27Terry Messamore at first distribution sampling
station on the main line. It is recommended that
the operators be provided with DPD pocket
colorimeter calibrated meters for field use on
the MOR instead of the color wheels which depend
upon eyesight. MOR tests need to be per 40 CFR
Part 136. Color wheels can be used for process
control.
28Chlorine sampling in distribution on Walnut Street
29Terry Messamore getting a chlorine reading within
0.1 of the DOW DPD Colorimeter II
30Hall Street tank paint job on the exterior is
peeling off
31Peeling paint exposing primer on the Hall Street
tanks which serve largely South Hopkins Water
District
32Antenna and gauge for Hall Street tank
33Control room for Hall Street tank telemetery
34Sample port and tank totalizer building
35Hall Street exterior tank paint issues
36The overflow for the Hall Street tank does not
meet the 10 State Standards for needing to be at
least 10 feet from the base of the tank.
37Meter reading taken through plate on top of heavy
lid over pit
38North Hall Street tank with paint peeling
39Corrosion and paint peeling on Hall Street tank
40North Hall Street tank ( the older one) with its
overflow not meeting the 10 State Standards for
being 10 feet away from the foundation of the
tank.
41Terry Messamore at the Dairy Queen sample point
for distribution
42Sampling out Hwy 109 where the line is due to be
replaced to improve pressure. Line is flushed to
keep it turning over.
43Sampling the Hwy 109 site
44New tank
45Base of the new tank
46The newest elevated tank
47Oldest Meadow Hill 300,000 gallon tank. This tank
gets the clearwell pumps and then pumps to fill
the new 500,000 gallon elevated tank. The Hall
Street tanks are used largely by South Hopkins
Water District while the new Meadow Hill and this
old one equipped with a bypass for repairs now
serve the town of Dawson Springs.
48New tank has a bladder equipped overflow line of
the larger size and pumped at least 10 feet from
the base of the legs. Note the ladder guard.
49Booster station to the new tank
50System pressure gauges on the new booster station
51SCADA readout on the tanks and distribution pumps
52Booster pump station data
53Fenced in tanks with a ladder guard for security
54Bladder type overflow pipe with splash guard
meeting the 10 States Standards
55Fence at base of oldest tank on Meadow Hill with
rust stains on exterior paint
56Floor drain on booster station and pit
57Meadow Hill ground storage tank with air gap to
drain away from foundation with screen intact on
paint damaged overflow pipe.
58Morton Tank plate for construction in 1967
59Paint damage near gauge
60Elevated tank telemetry near booster station to
feed SCADA.