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COMMISSIONERS
McCREARY COUNTY WATER DISTRICTPHASE 2
LAWRENCEBURG, KY 40342
556 CARLTON DRIVE
LOCAL COUNSEL
TIM LAVENDER
WATER TREATMENT PLANT NO. 1 IMPROVEMENTS
LOCATION MAP
DOUG SEXTON
STEPHEN WHITAKER
MANAGER/SUPERINTENDENT
B
E
L
L
GREAT MEADOWS
CAMPSIDES
W
A
Y
N
E
RD
.
B
E
L
L
L
O
N
E
R
I
D
G
E
B
E
L
L
M
O
U
N
T
A
I
N
-
C
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. -
P
A
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L
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896
3.6
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R
.
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D
.
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.
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.
SCH.
Y
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SAW
R
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R
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.
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D
.
CEDAR
ROCK
RAPIDS
1
9
.
3
M
I
L
E
S
W H
I T
L
E
Y
31 201 4 MILES
T
O
C
O
R
B
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R
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R
D
.
B
R
.
NE
GR
O
1609
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GE
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.
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Y
SAWYER
1
.
9
R
D
.
G
O
O
D
WIN
R
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C
K
R
ID
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E
1
.
6
R
D
.
T
E
R
T
T
P
O
Y
N
896
2
.2
R
O
A
D
R
I
D
G
E
M
A
N
B
O
W
OF BEAVER
THREE FORKS
BAUER
FUNSTON
1
.
5
3256
B
IG
R
O
A
D
OVERLOOK & RD.
S
T
O
N
-
F
U
N
R
O
C
K
CH.
B
R
.
CH.
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CREEK
S
C
CH.
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3257
EAGLE
RESORT
PARK
STATE
CUMBERLANDFALLS
R
D
.
T
A
Y
L
O
R
SCH.
90
896
1
.
5
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L
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D
.
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.
4
3257
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ROCK
C
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2
.
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.
5
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D
.
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.
9
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.
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L
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S
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.
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2282
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D
.
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O
A
D
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.
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NO
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P
)
COOPER
CREEK
CH.
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BUCK KNOB
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D
.
& RD.
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R
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RD.
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.
4
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.
SLICK
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1045
700
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R
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R
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.
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L
L
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.
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3254
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.
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.
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.4
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.
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.
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9
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E
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.
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ER
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.
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CLA
UN
CH
3
.1
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P
R
D
.
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N
ROCK
R
O
AD
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ID
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927
1
.
4
ARCH
R
D
.
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L
L
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M
S
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.6
RD.
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ROBERTS
R
D
.
S
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.
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.
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R
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.
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.
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.3
927
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R
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.
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L
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U
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.
2
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RD.
R
O
B
E
R
T
S
T
.
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E
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T
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.
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STATION
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27
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IS
.
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.
3255
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1
.
7
H
O
O
L
BRANCH
ROCK
EAGLE
FALLS
SAWYER
CAMPSITES
679
478
0
.
7
.4
R
D
.
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I
D
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4
.
1
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.
4
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S
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G
1
.
9
T
A
Y
R
D
.
L
O
R
14.1 MILES
TO WILLIAMSBURG92
1673
1044
HOLLYHILL
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U
N
T
Y
1673
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D
.
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.
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AR
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.
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TAYLOR RIDGE
700
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.
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.
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.
W
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O
N
3253
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L
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.
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McCREARY CO.
CENTRAL
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1
.
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L
N
.
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1651
R
I
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.
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LL
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RD
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A
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O
1.3
700
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D
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5
.
9
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R
I
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TLE
700
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CAMPSITES
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C
U
M
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L
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92
C
A
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L
U
M
1
.
7
R
D
.
1651
WHITLEY
C
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1651
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D
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3258
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.
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.
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D
.
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D
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R
McCREARY
COUNTY
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.
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3
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.
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.S
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27
JOB CORPS CENTER
PINE KNOT
1044
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.
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.
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L
CREEK CH.
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RD
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.
IN
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BARTHELL
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.
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.
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CH.
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742
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.
13.3 M
ILES
TO
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NT
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R
D
.
SKULLBONE
LOOKOUT TOWER
R
D
.
J
O
N
6
.
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R
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1363
WHITE OAK
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1
.
0
2
.4
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RIDGE CH.
HILL
DOBBS
0
.
7
.
3
3258
HICKORY
ROAD
CO-OPERATIVE
KNOB CH.
F
O
S
T
E
R
0.9
PETER GAP
1363
2.2
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K
U
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L
FARM
BELL
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.
3
0
.
9
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Y
-
0
.
9
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CK
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GROVE
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R
.
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AR
M
-
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F
A
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I
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E
RD.
CREEK
MARSH
CH.
UPPER
E
K
CREEK
MARSH
C
R
E
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L
A
NO
ITA
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O
R
D
.
N
2
.
3
1470
.
3
RD.
CH.
SILERVILLE
(STRUNK P.O.)
SILERVILLE
2
.
5
MT.
PLEASANT
1470
CH.
.4
T
R
A
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.
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.
27
RD.
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.
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AR I
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PAU
(C
N
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&
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P)
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A
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S
EESSE
C O U N T Y
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ENO
SECOND OTTER
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E
M
.
AREA
RD
.
RECREATION
S
L
A
V
E
N
S
B
L
IT
T
L
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O
BILL
R
D
.
ET
S C O T T
CREEK CH.
ANDRIVER
H
U
T
T
S
NATL.
R
O
A
D
I
L
S
DEV
PETERS
LOOKOUT TOWER
LN I
AD
E
P
E
T
E
R
S
C
R
E
E
K
-
2
.2
CH.
R
D
.
M
O
UN
TA
SHOALS
S
C
H
O
O
L
1470
CREEKMORE
BETHEL
700
4
-
H
H
O
L
L
Y
McCREARY COUNTY, KENTUCKY
OCTOBER 2017
COY TAYLOR
MAYNARD NEW
RAYMOND TAYLOR
TABLE OF CONTENTS
IMPROVEMENTS
WTP NO.1
PHASE 2 (ADD-ONS)
RANDY KIDD, CHAIRMAN
PUMP STATION
RATTLESNAKE RIDGE
BUILDING
REMAINING PROJECT FUNDS
U.S.D.A. RURAL DEVELOPMENT (RD)
COVER
PROPOSED ASPHALT PAVING & FENCING SP-4 - SP-5
PROPOSED YARD PIPING YP-3
CHLORINE FEED EQUIPMENT RELOCATION B-8
FILTER PIPE GALLERY PLAN & SECTIONS P-4
FLOCC. AND SED. BASIN PIPING SECTIONS P-5 - P-6
PUMP STATION BUILDING PS-1 - PS-2
CHLORINE FEED ROOM - MECHANICAL M-2 - M-4
FENCING DETAILS F-1
EROSIONS CONTROL DETAILS EC-1
ALTERNATE NO. 2
FILTER NO. 4
FILTER NO. 3
FILTER NO. 2
FILTER NO. 1
SERVICE BLDG
CLARIFIER
100,000 GAL.
CLEARWELL NO.1
BACKWASH
PUMP
HIGH SERVICE
PUMPS
132,000 GAL.
CLEARWELL NO.2
1
0
" IN
T
E
R
C
O
N
N
E
C
T
6
"
H
I
G
H
S
E
R
V
I
C
E
D
I
S
C
H
A
R
G
E
1
0
"
C
L
E
A
R
W
E
L
L
I
N
F
.
6
"
H
I
G
H
S
E
R
V
I
C
E
D
I
S
C
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4'Ø M.H. FOR CHLORINE INJECTION
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12" D.I. M.J. INF.
10" C.I. CLARIFIER EFF.
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6" H
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6" H
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8" H
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BACKWASH FLOW
METERING VAULT
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CLARICONE
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M.H. 3
M.H. 2
M.H.
M.H. 1
EXISTING 4" SANITARY SEWER
2 1
HIGH SERVICE
PUMPS
4
3
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING SHED
℄
℄ ℄
℄
℄
℄
℄
℄
℄
℄
1
2
-
I
N
C
H
C
M
P
D
R
A
I
N
℄ WATER SUPPLY LINE
EXISTING 1-INCH PLANT
℄
℄
℄
(TORN DOWN & REMOVED)
℄
GROUT
SL
OP
E
GROUT GROUT
SL
OP
E
HILL TOP
YAMACRAW
WHITE OAK
JUNCTION
EROSION CONTROL DETAILS
N.T.S.
The Contractor shall do all work and take all measures
necessary to control soil erosion resulting from construction
operations, and shall prevent the flow of sediment from the
construction site, and shall contain construction materials
(including excavation and backfill) within their protected
working area so as to prevent damage to the adjacent wetlands
and water courses. The Contractor shall use any of the
acceptable methods necessary to control soil erosion and
prevent the flow of sediment to the maximum extent possible.
These methods shall include, but not be limited to, the use of
water diversion structures, diversion ditches, and settling
basins.
STRAW BALE DROP INLET SEDIMENT FILTER
N.T.S.
STRAW BALE INSTALLATION PROCEDURES
N.T.S.
CHECK DAM DETAILS
N.T.S.
SILT FENCE CONSTRUCTION PROCEDURES
N.T.S.
PLACEMENT OF FILTER BARRIER
N.T.S.
PLACEMENT OF STRAW BALE BARRIER
N.T.S.
FLOW
B
PLAN
ELEVATION
POINT A SHOULD BE HIGHER THAN POINT B
A A
AA
FLOW
B
PLAN
ELEVATION
POINT A SHOULD BE HIGHER THAN POINT B
SPACING BETWEEN CHECK DAMS
ROCK CHECK DAMS
LOG CHECK DAMS
BA
2
:
1
COARSE AGGREGATE
6"
SECTION
6"
PLAN
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
4" - 6" LOGS
FILTERED WATER
STAKED STRAW BALE
RUN OFF WATER
WITH SEDIMENT
COMPACTED SOIL TO
PREVENT PIPING
RUN OFF WATER
WITH SEDIMENT
COMPACTED SOIL TO
PREVENT PIPING
STAKED AND ENTRENCHED
STRAW BALE
BINDING WIRE
OR TWINE
FILTERED RUNOFF
STRAW BALES STAKED
WITH 2 STAKES PER BALE
DROP INLET
WITH GRATE
1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING TO POSTS
3. ATTACH THE FILTER FABRIC TO TEH WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH
BACKFILL
FILTER FABRIC
WIRE FENCE
POST
