HomeMy WebLinkAboutOWTS System Layout & DetailsCONNECT 2"
TRANSMISSION LINES
INTO TWO MANIFOLDS
MANIFOLS TO BE
1.5" DIA. SCH 40 PVC I
SEPTIC
50' SET
/
I
I
I
I
I
N201059.58
E117373.51
/ I
/
/
I
I
I
I
I
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I
ft
N
SEPTIC FIELD
25' SET BACK
FIELD
BACK
1
1
1
1 FLUSHING
ASS EMT
ENDBLY OAF
I EACH ROW(TYP.)
SEE DETAIL
N201041.56
E117498.21
SIGNLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
BARN -3 INLET
USE TWO (2) 45 DEGREE
BENDS TO ENTER TANK
BARN -1 AND 2 INLET
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MaiNUN
Mal
Nam
Min
Alt..ajj
b Ian
711
Tamm
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Imo
Nam
Num
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0
12.00'
A
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N201071.48
E117375.23
SEPTIC FIELD
10' SET BACK
I
I
I
I
I
I
N
N201053.44 1
E117499.93 1
OS
/
IRR
/ RAW
I
I
I
INSPECTION RISER PORTS
AT THE BEGINNING AND END
EACH LATERAL (TYP.)
45 DEGREE BEND
STA.4+59.30
0/S 0.00'
45 DEGREE BEND
STA.4+52.75
0/S 0.00'
SOUTH SEPTIC FIELD
TWO (2) ZONES EACH WITH
FOUR (4) ROWS OF 15
QUICK 4 INFILTRATORS
IN A BED CONFIGURATION
1.5" SCH-40 LATERALS
FORCE MAIN
TWO (2) 1.5" DIA. SCH-40 PVC
PRESSURIZE TRANSMISSION LINE
FROM ADV DOWN TO STA
as
RAW
IRR
as as
OF
SEPTIC FIELD
100' SET BACK
as
- -I
IRR / IRR
/ RAW
/
/
/
/
as as
IRR I IRR IRR
RAW I- RA
/
/
/
/
/
SEPTIC FIELD
180' SET BACK �1
/
/
/
/
I
I /
I /
1//
I
//
/ I
I
I
I
as
i
i
FORCE MAIN
1.5" DIA. SCH-40 PVC
PRESSURIZE TRANSMISSION LINE
FROM PUMP BASIN UP TO ADV
/
/5 DEGREE BEND
/ STA.2+97.85
/ 0/s 0.00'
\ /
as as a / as as
IRR IRR / IRR IRR IRR
RAW RAW RAW
�-
/
SEPTIC FIELD
100' SET BACK
TIE INTO SOUTH
SEPTIC TANKS
STA.1 +81.90
0/5 0.00'
INV. IN TO SOUTH
2,000 GAL, SIGNLE COMPARTMENT
SEPTIC TANK
STA.3+ 17.55
0/5 0.00'
45 DEGREE BEND
STA.3+04.93
0/5 0.00'
as
sr�--as
SEPTIC FIELD
180' SET BACK
END OF BARN -3
SEWER SERVICE ALIGNMENT
STA.1 +88.39
0/5 0.00'
L7
//
IRR .r IRR
R
as
ir
RA
0
FOR BAR
SANITARY "Y"
CONNECTION
0+74.00
.00'
INV. IN TO SECIOND
2,000 GAL, DOUBLE
SEPTIC TANK
STA.3+32.72
0/5 0.00'
L15
N
SOUTH N
COMPARTMENT N
END OF BARN -1 AND 2
SEWER SERVICE ALIGNMENT
STA.3+ 45.89
0/5 0.00'
as
IRR
START SOUTH
FORCE MAIN
ALIGNMENT
N201409.40
E117550.45
N
\
\ 4" GAS LINE CROSSING
STA.1 +03.57
\ 0/5 0.00'
N
N
N
N
10" GAS LINE CROSSING
STA.1 + 12.98
0/5 0.00'
I
RA
6" GAS LINE CROSSING
STA.0+94.79
0/5 0.00'
as
Graphic Scale
0 10 20 40
1 "=20'
IRR IRR
1 ss ss
IRR IRR
RAW
IRR
ADV
45 DEGREE BEND
STA.0+ 66.99
ALTERNATING DISTRIBUTION VALVE (ADV)
ORENCO MODEL V6402A
WITH ORENCO AIR VALVE ASSEMBLY
TO BE PLACED AT HIGH POINT
FORCED MAIN DISCHARGE LINE
TO EXIT OUT SIDE OF TANK
DOUBLE COMPARTMENT
PRE -CAST 2,000 GAL TANK
WITH PUMP BASIN IN
SECOND CHAMBER
SS- IS -
•
•
TANK
CONFIGURATION
MIDDLE SEPTIC
SYSTEM TANKS
BARN -2 SANITARY SEWER
CONNECTION
N: 201292.711
E: 117583.961
45 DEGREE BEND
STA.0+75.07
0/5 0.00'
45 DEGREE BEND
STA.0+ 68.00
0/5 0.00'
BARN -1 SANITARY SEWER
CONNECTION
0/5 0.00'
N: 201278.710
E: 117769.961
SS Fr 68
WS
10*209
SM
\s
if G"FtRE
-\
L3
171
171
6"FIRE
1)0 ZO9
0
45 DEGREE BEND
45 DEGREE BEND
0/5 0.00'
I
cS
SEPTIC FIELD
25' SET BACK
SEPTIC FIELD
25' SET BACK
SEPTIC FIELD
10' SET BACK
ELECTRIC LINE
TO POWER
ORENCO PUMP
7 Fri
45 DEGREE BEND
STA.0+32.93
0/5 0.00'
45 DEGREE BEND
0/5 0.00'
BARN -3
SANATARY SEWER
CONNECTION
..ailipap
10 .,
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY:VJT
ASPEN VALLEY POLO
CARBONDALE, CO 81623
Ca
CO
CC CC
DESCRIPTION
SOUTH OWTS PERMIT
JOB #: 2017-13
FOR
CONSTRUCTION
o
C 1
63/0
6300
6290
6285
63/0
68.00' OF 1" PVC 1.241 -
CLEANOUT
6300
6290
6285
0
FINISHED GRADE
45° HORZ. BEND
STA.0+75.05
EL E V.6298.23
45° HORZ. BEND
STA. I +51.05
EL E V.6297.29
BARN -I SANITARY SEWER
CONNECTION
STA. -0+00.00
INV. OUT ELEV.6299.17
BARN-/ TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCALE: /"=/0" VERT.
45° HORZ. BEND
-STA. I +58.12
EL E V.6297.20
N
45° HORZ. BEND
STA.2+97.85-
EL E V.6295.47
EXISTING GRADE
26.71' OF 1"PVC 1.211-
L
1/3.00' OF 1"PVC @ 1.211
7.07'OF4"PVC1,211
45° HORZ. BEND
-STA.0+68.00
EL E V.6298.32
75.98' OF 4 -PVC 1.211
EXISTING GRADE
ELEVATION
Z07' OF 1"PVC 1.211
FINISHED GRADE
ELEVATION
TIE IN BARN -2
SEWER SERVICE
STA.2+71.12
EL E V.6295.80
-7.07'OF1"PVC1.211
45° HORZ. BEND
-STA.3+04.91
EL E V .6295.38
/2.62'OF1"PVC1.211
INV. INTO
SOUTH SEPTIC TANKS
STA.3+17.63
EL E V.6295.22
CLEANOUT
63/0
2000 -GALLON, SINGLE
COMPARTMENT TANK
2000 -GALLON,
TWO-COMPARTMENT TANK
-5300
C:2:1,
0 0
Cr,
LENGTH
o
o
1
I
o
o
L12
S0°01'30"W
148.60'
cri
mc\;
6.86'
L5
N90'00'00"W
oN
0
N45°00'00"W
0
o
m
41.30'
co
co
co
co
co
e
co
co
e
Cp
0+00
0+80
4' MAX BURIAL DEPTH
63/0
6300
6290
6285
63/0
6300
6290
6285
EXISTING GRADE
66.99' OF 1"PVC @ 1.211 -
\_INV. OUT OF BARN -2
STA. -0+00.00
EL E V.6296.79
1+60
BARN -2 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCAL E : /"=/0' VERT.
45° HORZ. BEND TIE INTO LINE FROM
STA.0+66.99- BARN -I WITH
ELEV.6295.65 -SA NATARY "Y"
STA.0+74.07
EL E V.6295.59
-1.211
2+10
45° HORZ. BEND
STA./+00.81
EL E V.6295.38
45° HORZ. BEND
STA. I +07.88
EL E V.6295.32
7./I'OF4"PVC/.21.0' VC 0)1.211
26.71' OF 1"PVC & 1.211 INV. INTO
SOUTH SEPTIC TANKS
STA. I +20.52
EL EV.6295.22
EXISTING GRADE -1I -FINISHED GRADE
ELEVATION I ELEVATION
63/0
2000 -GALLON, SINGLE
COMPARTMENT TANK
2000 -GALLON,
TWO-COMPARTMENT TANK
6290
0+00
CLEAN OUT
INV. INTO SOUTH
SEPTIC TANK
STA. I +81.90
EL E V.6295.22
0+80
BARN -3 TO SOUTH SEPTIC TANK
SANITARY CONNEC TION
SCALE: /"=20' HORZ.
SCALE: /"=/0' VERT.
6" GAS LINE CROSSING
STA.0+94.79-
TOP OF PIPE ELEV.6296.30
4" GAS LINE CROSSING
STA. I +03.57
TOP OF PIPE ELEV.6295.9I
-EXISTING
GRADE
6285
4' MAX BURIAL DEPTH
22.5° VERT. BEND
STA.0+02.34-,
EL E V.6301.33
1.79' OF 1"PVC & 11.181
5.32' OF 1"PVC 2.001
/8.30' OF1"PVC1.921
TWO (21 45 DEGREE BENDS
TO CONVEY EFFLUENT 10" GAS LINE
DOWN INTO TANK CROSSING STA.I+12.98
TOP OF PIPE ELEV.6295.30
2000 -GALLON, SINGLE EXISTING GRADE
COMPARTMENT TANK ELEVATION
45° HORZ. BEND
W/ CLEANOUT
VERT. DEFLECTION STA.0+32.93
-STA.0+92.65 ELEV.6298.7I
ELEV.6297.56 45° HORZ. BEND
-FINISHED GRADE STA.0+14.64-1
ELEVATION ELEV.6299.07
3+20
6290
6285
4' MAX BURIAL DEPTH
LINE TABLE
0 0
0
LENGTH
o
N0°00' 10"E
o
L9
Lp
7.01'
L12
S0°01'30"W
0+00
CLEAN OUT
INV. INTO SOUTH
SEPTIC TANK
STA. I +81.90
EL E V.6295.22
0+80
BARN -3 TO SOUTH SEPTIC TANK
SANITARY CONNEC TION
SCALE: /"=20' HORZ.
SCALE: /"=/0' VERT.
6" GAS LINE CROSSING
STA.0+94.79-
TOP OF PIPE ELEV.6296.30
4" GAS LINE CROSSING
STA. I +03.57
TOP OF PIPE ELEV.6295.9I
-EXISTING
GRADE
6285
4' MAX BURIAL DEPTH
22.5° VERT. BEND
STA.0+02.34-,
EL E V.6301.33
1.79' OF 1"PVC & 11.181
5.32' OF 1"PVC 2.001
/8.30' OF1"PVC1.921
TWO (21 45 DEGREE BENDS
TO CONVEY EFFLUENT 10" GAS LINE
DOWN INTO TANK CROSSING STA.I+12.98
TOP OF PIPE ELEV.6295.30
2000 -GALLON, SINGLE EXISTING GRADE
COMPARTMENT TANK ELEVATION
45° HORZ. BEND
W/ CLEANOUT
VERT. DEFLECTION STA.0+32.93
-STA.0+92.65 ELEV.6298.7I
ELEV.6297.56 45° HORZ. BEND
-FINISHED GRADE STA.0+14.64-1
ELEVATION ELEV.6299.07
3+20
6290
6285
4' MAX BURIAL DEPTH
LINE TABLE
LINE
BEARING
LENGTH
L8
N0°00' 10"E
66.99'
L9
N44'41'49"W
7.01'
63/0
INV. OUT OF
BARN -3
STA.0+00.16
EL E V.6301.40
6300
22.5° VERT. BEND
STA.0+09.31
EL E V.6299.16
co
1
0
1
0
o
0
0
N
L11
/ +00
BARN -3 TO SOUTH SEPTIC TANK
SANITARY CONNECTION
SCALE: /"=20' HORZ.
SCALE: /"=10' VERT.
- -41 ---
-107.66' OF- - --
1.5" DIA. SCH-1
@-0.85/1
Q
ORENCO ADV
AT HIGH POINT IN LINE
INV. IN
EL E V.6298.00
STORM LINE CROSSING
INV. ELEV.6290.49
0+00
EXISTING GRADE
6290
6285
---------------------
315.82' OF
LINE TABLE
LINE
BEARING
LENGTH
L10
S89°59'49"W
14.64'
L11
S42'45'35"W
18.29'
L12
S0°01'30"W
148.60'
L13
N89°58'02"E
6.86'
SOUTH SEPTIC
TANK SYSTEM PUMP BASIN
LINE TABLE
LINE
BEARING
LENGTH
L1
N90°00'00"W
68.00'
L2
N45°00'00"W
7.07'
L3
N0'00'00"E
75.98'
L4
N45°00'00"W
7.07'
L5
N90'00'00"W
139.74'
L6
N45°00'00"W
7.07'
L7
N0'00'00"E
41.30'
EXISTING GRADE
ELEVATION
FINISHED GRADE
ELEVATION
/.5"01,4. SCH-1OPVC
1.00s
FORCE MAIN
INV. OUT -
EL E V.6295.22
1+00
3+00
2+00
/ +00
63/0
6300
6290
6285
0+00
LINE TABLE
LINE
BEARING
LENGTH
1
I
6.49'
L15
S43°46'59"W
1.56'
L17
Cc,:
P)
o
Cr,
Cyj
0
0
0
0
0
0
C.,
C3.3
..
o
07
co
co
co
co
co
co
co
co
co
co
1+00
3+00
2+00
/ +00
63/0
6300
6290
6285
0+00
LINE TABLE
LINE
BEARING
LENGTH
L14
N90°00'00"W
6.49'
L15
S43°46'59"W
1.56'
L17
N90'00'00"W
100.99'
L18
S49'06'57"W
6.55'
L19
S8°13'55"W
3.82'
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
ASPEN VALLEY POLO
CARBONDALE, CO 81623
DRAWN BY
(I)
DESCRIPTION
SOUTH OWTS PERMIT
JOB #: 2017-13
FOR
CONSTRUCTION
C2
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 87.75 ft 2
• F'C W 28 DAYS: CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA
GRAVEL
• TANK TO BE BACKFIL L ED UNIFORMLY ON ALL SIDES
IN LIFTS LESS THAN 21 "AND MECHANICAL L Y
COMPACTED
• EXCA VA TED MATERIAL MAY BE USED FOR BACKFILL,
PROVIDED LARGE STONES ARE REMOVED
• EXCA VA TION SHOULD BE DEWA TERED AND TANK
FILLED WITH WATER PRIOR TO BEING PUT IN
SERVICE FOR INS TAL L A TION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C/6.11-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• PVC OR CONCRETE RISERS A VAIL ABL E TO MEET
PROPOSED GRADE.
• REFER TO THE VALLEY PRECAST INSTALLATION
GUIDE
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
7'- 0"
3'- 0"
2' - 0"
4' - 0"
3'- 0"
4'- 0"
DRY
4' - 0"
13.50'
TOP VIEW
24" MIN. HEIGHT
I I-
a.
4,
5"
EFFLUENT FILTER
4"
4
/3.1 '
SECTION VIEW
Digging Specs
Invert
° ° V ° °d d ° ° ° ° ° ° ° 2__,
O
10
20" CLEAR ACCESS
\(Q
Tank
°
tl d d ° °
TOP VIEW
24" MIN. HEIGHT
I I-
a.
4,
5"
EFFLUENT FILTER
4"
4
/3.1 '
SECTION VIEW
Digging Specs
Invert
Dimensions
Net
Capacity
Net Weight
Lid
Tank
Total
75' Long x 8' Wide
4.66' below inlet
invert lbs
Inlet
4.66'
Outlet
4.47'
Length
75.5'
Width
6.5'
Height
5.6'
2,142 gal/ons
5,420 lbs
15,140 lbs
20,560
DISTRIBUTION PIPING
HUNG FROM TOP OF
QUICK 4 CHAMBER
PVC CAP
2,000 GALLON SINGLE COMPARTMENT SEPTIC TANK
FIELD LENGTH AND WIDTH PER PLAN
TOPSOIL
NATIVE BACKFILL
1.5" PERFORATED DISTRIBUTION PIPE
SCH-40 PVC WITH $" ORIFICES
SPACED EVERY 3'
34"
O W TS BED INFIL TRA TION SYSTEM
NTS
IRRIGATION BOX
WITH MAGNET GLUED
INTO LID
4" SCH 40 PVC
INSPECTION RISER
WITH 2" VERTICAL SAW CUT
1-2" CONCRETE SAND
1.5" PERFORATED
DISTRIBUTION SCH 40 PVC PIPE
INSPEC TION RISER DETAIL
NOT TO SCALE
LID TO BE LEVEL WITH
GROUND
FILL MATERIAL
1.25" PVC SCH 40
LINE FROM INFILTRATOR
12"
DESIGN NOTES
• DESIGN PER PERFORMANCE TEST PER ASTM C1227
• TOP SURFACE AREA 87.75 FT2
• F'C @ 28 DAYS; CONCRETE = 6,000 PSI MIN.
INSTALLATION:
• TANK TO BE SET ON 5" MIN. SAND BED OR PEA GRAVEL
• TANK TO BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN
24" AND MECHANICALLY COMPACTED
• EXCAVATED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE
STONES ARE REMOVED
• EXCAVATION SHOULD BE DEWATERED AND TANK FILLED WITH WATER
PRIOR TO BEING PUT IN SERVICE FOR INSTALLATION WITH WATER TABLE
LESS THAN 2' BELOW GRADE
• MEETS C1644-06 FOR RESILIENT CONNECTORS
• INLET AND OUTLET IDENTIFIED ABOVE PIPE
• REFER TO THE VALLEY PRECAST INSTALLATION GUIDE
24" MIN. HEIGHT
I—
BUTYL RUBBER
SEALANT
OUTLET
4' MAX BURIAL DEPTH
6" MIN., NON -TRAFFIC AREAS
3' OF SAND MEETING
GARFIELD COUNTY STANDARDS
FINISH. GRADE
-111 III -1
II—III
1-111-1 1=1 1=1 I I
11=111=11 I-
i
LATERAL FLUSHING DETAIL
NOT TO SCALE
2" PVC SLIP X
FPT ADAPT. W/
PLUG
10" HDPE HAND
HOLD
2" BALL VALVE
2" PVC SPOOL
2" PVC LONG SWEEP
90° BEND
NATIVE SOIL
BUTYL RUBBER
SEALANT
FLEXIBLE BOOT
INLET
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0'- 0"
3'- 0"
7' - 0"
3' - 0"
2'- 0"
4'- O"
.3' - 0"
4' - 0"
DRY
4' - 0"
13.50'
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
t
13.08'
'"Service contracts available forrmaintenance *
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
Ill
°
Outlet
d
s
S . 4
°
°
d
Outlet
20" CLEAR ACCESS
Lid
Tank
Total
(Q
0
75.5'
6.5'
767'
7559 gal
507 gal
2066 gal
TOP VIEW
24" MIN. HEIGHT
WIRES TO PANEL
24" MIN. HEIGHT
QUICK DISCONNECT
BALL VALVE
t
13.08'
'"Service contracts available forrmaintenance *
SECTION VIEW
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
75' Long x 8' Wide
4.67' below inlet
Inlet
Outlet
Length
Width
Min.
Height
Inlet Side
Outlet
Total
Lid
Tank
Total
4.67'
6.08'
75.5'
6.5'
767'
7559 gal
507 gal
2066 gal
5420 lbs
75550 lbs
27750 lbs
2 000 GALLON TWO COMPARTMENT SEPTIC TANK WITH
HIGH HEAD PUMP
TOP VIEW
ORENCO V&/02
PVC ENCLOSURE IN 30" DIAMETER ONLY
STAINLESS STEEL BOLTS
AND URETHANE GASKET
FINISHED GRADE
AIR RELEASE VALVE
30" PVC ENCLOSURE
FROM PUMP
MIN. 1%
6000 SERIES
1.5" INLET & OUTLET
15 - 100 GPM FLOWRATE
HOSE
24"
SIDE VIEW
8 MIN. 1%
FLOW TO
TANKS
TO FIELD
1.5" OUTLET PIPE
6"-8" GRAVEL BASE
AUTOMATIC DISTRIBUTION VALVE
ORENCO V6102
AUTOMATIC DISTRIBUTION VAL VE DETAIL
NOT TO SCALE
OUTLET TO ADV
DRILL %6" HOLE IN ELBOW FOR
DRAIN BACK
ORENCO DUPLEX PUMP
(PF500552)
NOTE: WATER AND SEWER SERVICE LINES ARE REQUIRED TO BE A MINIMUM OF 10' APART
PVC CAP
1"" DEEP SAW CUT
PVC CLEANOUT, VENT, OR
OBSERVATION PIPE
OBSERVATION PORT / CLEANOUT CAP
NOT TO SCALE
45 MJ WYE OR ELBOW
4" PVC
7 -EXISTING DIRT OR TOPSOIL
AREA
1 I—III-III-III-III-III- I I -III -I I
1-1 11 1=1 1=1 1=1 11 1=1 1-
111-111-111-111-1 I-111=1
1 I-111-111-1 1 1-1 1 1
III—III—III—III-1
1-I 11—I I I—I I I—I I I—.. .
1-111-111-11I— 11—
I1111 1 111
MIN.
Avitpti
its `Iti
it*
—iii
C31T D NATIVE MATERIAL (3" MINUS)
0 S 6 AGGREGATE AS DETERMINED
COMPACTION DENSITY OF
95% " ASTM D698
I I I
E
OGRET-ATE BASE COURSE COMPACTION
R -4S -11M D698
SEWER TRENCH DETAIL
NOT TO SCALE
PLUG
CONCRETE
SUPPORT
COLLAR
CLEANOUT DETAIL
NOT TO SCALE
45 MJ ELBOW
--.1111111
9 DIRECTION OF FLOW
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: ( 970) 340-4130 F: ( 866) 876-5873
CHECKED BY: RBG
DRAWN BY: VJT
ASPEN VALLEY POLO
CARBONDALE, CO 81623
DRAWN BY
(I)
1
DESCRIPTION
SOUTH OWTS PERMIT
� � I
JOB #: 2017-13
FOR
CONSTRUCTION
C3