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DATE
06/06/18
SCALE
Varies
ENGINEER Chris Hale
DWG RLE OWTSDesign
JOB 573-001
1234 Satank Road
Onsite Wastewater Treatment System
Garfield County, CO
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MOUNTAIN CROSS
ENGINEERING, INC.
Civil and Environmental Consulting and Design
826 1/2 Grand Avenue Glenwood Springs, CO 81601
ph 970.945.5544 fx 970.945.5558 www.mountaincross-eng.com
'EG A
'.EDG A/CDG DR,
Know what's below.
CaII before you dig.
EDG A/IrDG DR
SCALE
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TYPE AND SIZE. WATER—TIGHT
CONNECTIONS REQUIRED.
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FITTINGS & BENDS AS
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BACK TO DOSING TANK
4RAR SW COR ihfr COR
WATER SERVICE LINE LOCATION UNCERTAIN.
VERIFY SETBACK REQUIREMENTS PRIOR TO
CONSTRUCTION. RELOCATION MAY BE
REQUIRED. CONTACT ENGINEER FOR DESIGN
ALTERNATIVES IF NECESSARY.
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92.8'
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0
156.50'
NW SHED
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LEACH FIELD SETBACKS:
100' FROM WELL
25' FROM POTABLE WATER SUPPLY LINE
— 20' FROM DWELLING OCCUPIED BUILDING -
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
5' FROM SEPTIC TANK
— ESTIMATED ,/
TEST HOLE
LOCATIONS TYP. /
/
/
/GRAVEL PATH
S PK
!r DOSING TANK,
! SEE DETAILS
1
10' PL SETBACK
CL DV
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5.8'
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SEPTIC & DOSING TANK SETBACKS:
50' FROM WELL
10' FROM POTABLE WATER SUPPLY LINE
5' FROM DWELLING OCCUPIED BUILDING
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
CL DV
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INSTALL 1,000 gal. SEPTIC
TANK, SEE DETAILS
CLEANOUT AND TIE TO
EXISTING 4" PVC SEWER
PIPE FROM RESIDENCE
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156.
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8
DATE
06/06/18
1234 Satank Road
SCALE
Varies
ENGINEER Chris Hale Onsite Wastewater Treatment System
DWG FILE OW1SDeaign Garfield County, CO
JOB 573-001
MOUNTAIN CROSS
ENGINEERING, INC.
Civil and Environmental Consulting and Design
826 1/2 Grand Avenue Glenwood Springs, CO 81601
ph 970.945.5544 fx 970.945.5558 www.mountaincross-eng.com
EG A
EDG A/EDG DR
CL DV 9W/
Know what's below.
CaII before you dig.
EDG A/EDG DR
SCALE
10 5 0
CAPE
GATE
IRRIGATION DITCH TO BE PIPED.
70± LF. MATCH EXISTING CULVERT
TYPE AND SIZE. WATER—TIGHT
CONNECTIONS REQUIRED.
DITCH CULVERT
GAIE I
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10
0
CL DV/EG A
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FITTINGS & BENDS AS
NECESSARY ® 2% MIN. SLOPE
BACK TO DOSING TANK
L 0
2 5,4,
10' PL SETBACK
H
HP
CITE
0
LO
CL DV
or
/—
BAR SW COR Virra COR
WATER SERVICE LINE LOCATION UNCERTAIN.
VERIFY SETBACK REQUIREMENTS PRIOR TO
CONSTRUCTION. RELOCATION MAY BE
REQUIRED. CONTACT ENGINEER FOR DESIGN
ALTERNATIVES IF NECESSARY.
w
II 1 w
92.8'
- LEACH FIELD SETBACKS:
100' FROM WELL
25' FROM POTABLE WATER SUPPLY LINE
20' FROM DWELLING OCCUPIED BUILDING
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
5' FROM SEPTIC TANK
i
— ESTIMATED
TEST HOLE /
LOCATIONS TYP. /
/
/
5 PK /
/
/
/GRAVEL PATH
DOSING TANK,
SEE DETAILS
CL DV
156.50'
44.1'
SINGLE—STORY
— — gteeK-7k15$I T+014— —
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-
r r5.8
SEPTIC & DOSING TANK SETBACKS:
50' FROM WELL
10' FROM POTABLE WATER SUPPLY LINE
5' FROM DWELLING OCCUPIED BUILDING
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
•CL DV
ER ED P
/
/
t 72
10' PL SETBACK
FAL
WATER SERVqE LINE
S 89°22'00"E
0 0
N 89°22'00"
/
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PATI
• • F• • • •
INSTALL 1,000 gal. SEPTIC
TANK, SEE DETAILS
de
/ 156.
CLEANOUT AND TIE TO
EXISTING 4" PVC SEWER
PIPE FROM RESIDENCE
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4
DATE
06/06/18
SCALE
Varies
ENGINEER
Chris Hale
DWG FILE OWTSDesign
JOB 573-001
1234 Satank Road
Onsite Wastewater Treatment System
Garfield County, CO
MOUNTAIN CROSS
ENGINEERING, INC.
Civil and Environmental Consulting and Design
826 1/2 Grand Avenue Glenwood Springs, CO 81601
ph 970.945.5544 fx 970.945.5558 www.mountaincross-eng.com
EG A
EDG A/EDC DR
CL DV JW
Know what's below.
Call before you dig.
EDG A/EDG DR
SCALE
70 5 0
fl
0
O
U
'CL DV/EG A
EG A
•
i
•
•
•
•
•
•
•
•
•
•
•
0
•
•
•
.
•
IRRIGATION DITCH TO BE PIPED.
70± LF. MATCH EXISTING CULVERT
TYPE AND SIZE. WATER—TIGHT
- CONNECTIONS REQUIRED.
DITCH CULVERT
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GALE
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Ai EI
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10' PL SETBACK
LO
,I 0
S 89°22'00"E
—« LEACH FIELD SETBACKS:
100' FROM WELL
25' FROM POTABLE WATER SUPPLY LINE
20' FROM DWELLING OCCUPIED BUILDING
156.50'
W H
44.
N SINGLE—STORY
— — —' ~ Bt0eK—ABS.1 +15? — -
/
5.8'
/
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
5' FROM SEPTIC TANK
ESTIMATED �/
TEST HOLE /
LOCATIONS TYP. /
de
/GRAVEL PATH
/
/
CL DV
AP H
PSC C• n COR
SEPTIC & DOSING TANK SETBACKS:
50' FROM WELL
10' FROM POTABLE WATER SUPPLY LINE
5' FROM DWELLING OCCUPIED BUILDING
10' FROM PROPERTY LINE
10' FROM LINED IRRIGATION DITCH
CL DV
S PK
/
DOSING TANK,
SEE DETAILS
I/
ERED P
4. M7
INSTALL 1,000 gal. SEPTIC
TANK, SEE DETAILS
• tail CLEANOUT AND TIE TO
EXISTING 4" PVC SEWER
PIPE FROM RESIDENCE
0 0
nt
2" SCH 40 PVC SEWER PIPE
FITTINGS & BENDS AS
NECESSARY ® 2% MIN. SLOPE
BACK TO DOSING TANK
WATER SERVICE LINE LOCATION UNCERTAIN.
VERIFY SETBACK REQUIREMENTS PRIOR TO
CONSTRUCTION. RELOCATION MAY BE
REQUIRED. CONTACT ENGINEER FOR DESIGN
ALTERNATIVES IF NECESSARY.
10' PL SETBACK
1
/
t 22
WATER SERVIE LINE
S 89°22'00"E
N 89°22'00"W
156.5QX
4
/
156
0.
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0
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