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ABOVE F
WITHIN 5' OF
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PROFILE PIT PRO-3�3
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96 QUICK 4 PLUS
CHAMBERS AND 8 END CAPS
//-PROFILE PIT PRO-2
PROPOSED BARN
PROPOSED PLUMBING FIXTURES:
ONE SINK
TWO TOILETS
TWO SHOWER HEADS
TWO WASHING MACHINES
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INSTALL
GRINDER
PUMP IN
LOWER
LEVEL IF
NECESSARY
"50 LF.t 4" PVC I
-DISTRIBUTION PIPE
AND LONG -SWEEP
ELBOWS AT 2% TYP.)
\ \INSTALL
DISTRIBUTION BOX #DBOX 8C
FLOW EQUALIZERS
RISERS, LID ABOVE GRADE
INSTALL`
4"x4"x90' LONG -SWEEP ELBOW
4" CLEAN -OUT RISER, CAP
ABOVE FINISH GRADE
-PROFILE PIT PRO-1
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INSTALL
4" CLEAN -OUT RISER, CAP
ABOVE FINISH GRADE
LOT 7 HUNT RANCH
1193 CR 102,
1,539,095 SQ FT
35.333 ACRES
1,5
INSTALL:
V CLEAN -OUT RISER, CAP
ABOVE FINISH GRADE
4" CLEA
CAP
LONG -SWEEP ELBOW\\
-OUT RISER, CAP
ISH\ GRADE \ \ \
4" PVC 0 2X MIN,\
-OUT RISER, CA
ISH GRADE
OF FOUNDATION
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88' 32' 37"E 125.
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6'
T SOIL TREATMENT AREA
ALL:
4 PLUS
MBERS AND 8 END CAPS
4" PVC
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�50' MIN.
K #DBOX 8C
S
VE GRADE
OUT RISER, CA
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RISERS �L1D ABO
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INSTALL:
4" CLEAN -OUT I
ABOVE FINISH GI
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4"x4"x9O' LONG-
46CLEAN-OUT
LE FINISH GI
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INST 1)0 F. MAX.
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COUNTY ROAD No. 102 MISSOURI HEIGHTS ROAD
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CHAMBER ROW
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PROPOSED
MAIN
RESIDENCE
5 BEDROOMS
INSTALL GRINDER
PUMP IN LOWER
LEVEL IF NECESSARY
ATE MAIN F
RVICE
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TOP SOILS AND NATURAL
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12" MIN. COVER
48" MAX. COVER
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42' 1
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4"
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137.70'
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( IN FEET )
1 inch = 60 ft
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SER
SWEEP BEND
GENERAL NOTES
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1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY PUBLIC
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HEALTH AGENCY ON -SITE WASTEWATER TREATMENT SYSTEM REGULATIONS, EVEN
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THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THIS
DETAILS
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DRAWING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC
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AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
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2.
SYSTEM DESIGN FLOWS:
PROPOSED RESIDENCE: 5 BEDROOMS
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8 PGAL/PERSON/DAY EOPLE
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ARGE: 75PANCY:
PROPOSED DISPROPOSED
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DESIGN FLOW: 600 GAL/DAY TABLE 6-1
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PROPOSED A.D.U: 3 BEDROOMS
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PROPOSED OCCUPANCY: 6 PEOPLE
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PROPOSED DISCHARGE: 75 GAL./PERSON/DAY
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DESIGN FLOW. 450 GAL/DAY TABLE 6-1
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PROPOSED BARN:
FIXTURE No. FLOW (GPD) COMBINED (GPD)
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SINK 1 5.8 5.8
m
TOILET 2 24.8 49.6
SHOWER 2 14.7 29.4
LAUNDRY 2 19 5
5 123.8 TABLE 6-2
DEGN FLOW
COMBINED DESIGN FLOWS: 600+450+124=1,174 GAL/OAY
PROPOSED SEPTIC TANK MATERIAL: REINFORCED CONCRETE
PROPOSED RESIDENCE MIN. TANK CAPACITY: 1,500 GAL. TABLE 9-1
PROPOSED A.D.U. MIN. TANK CAPACITY: 1,000 GAL. TABLE 9-1
PROPOSED RESIDENCE MIN. TANK CAPACITY: 1,000 GAL. TABLE 9-1
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SOIL TYPE: 3, U.S.D.A. CLASSIFICATION: SANDY CLAY LOAM TACTILE EVALUATION
TREATMENT LEVEL TO
PROPOSED TREATMENT SYSTEM: CHAMBERS IN TRENCH CONFIGURATION
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METHOD OF EFFLUENT APPLICATION: GRAVITY
LONG TERM ACCEPTANCE RATE (LIAR): 0.35 GAL/DAY/SQ. FT. TABLE 10-1
PROPOSED MAIN RESIDENCE:
REQ'D SOIL TREATMENT AREA:A_ 600 GPD =1,714 SQ. FT. FORMULA 43.10.C.4
0.35 GPD/S.F.
SIZE ADJUSTMENT FACTOR FOR APPUCAT10N METHOD: 1.0 TABLE 10-2
SIZE ADJUSTMENT FACTOR FOR DISTRIBUTION MEDIA: 0.7 TABLE 10-3
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ADJUSTED SOIL TREATMENT AREA: A= 1,714 SQ. FT. x 0.7 = 1,200 SQ. FT.
100 CHAMBERS
MINIMUM NUMBER OF CHAMBERS: 1.200 S.F.HAM
12 S.F. CBER
INSTALL 100 STANDARD INFILTRATOR QUICK 4 PLUS CHAMBERS
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IN A 4 PARALLEL TRENCH CONFIGURATION OF 25 CHAMBERS EACH, AS SHOWN.
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PROPOSED COMBINED BARN AND ACCESSORY DWELLING UNIT.,
REQ'D SOIL TREATMENT AREA:A= 450 + 194 =1,640 SO. FT. FORMULA 43.10.C.4
0.35 GPD/S.F.
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SIZE ADJUSTMENT FACTOR FOR APPLICATION METHOD: 1.0 TABLE 10-2
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SIZE ADJUSTMENT FACTOR FOR DISTRIBUTION MEDIA: 0.7 TABLE 10-3
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ADJUSTED SOIL TREATMENT AREA: A= 1,640 SO. FT. x 0.7 = 1,148 SO. FT.
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MINIMUM NUMBER OF CHAMBERS: 1,148 S.F.
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_ 96 CHAMBERS
12 S.F. CHAMBER
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INSTALL 96 STANDARD INFILTRATOR QUICK 4 PLUS CHAMBERS
IN A 4 PARALLEL TRENCH CONFIGURATION OF 24 CHAMBERS EACH, AS SHOWN.
3.
TOPSOIL SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT.
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4.
VEHICULAR TRAFFIC IS PROHIBITED ON THE TANK AND ON THE FIELD.
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5.
CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100
FEET ALONG THE EFFLUENT LINE.
6.
INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS AT OR ABOVE
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THE FINAL GRADE.
7.
LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
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AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
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8.
PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM
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ABSORPTION AREA USING DRAINAGE SWAPES AS NECESSARY.
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THE CONTRACTOR SHALL VERIFY ALL DEPTHS, SLOPES AND CLEARANCES FROM
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THE PROPOSED HOME, WELLS AND STRUCTURES, PRIOR TO CONSTRUCTION.
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10.
THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST
BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS.
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11.
THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH
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FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR
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FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
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SEPTIC TANK SHALL HAVE RISES OVER EACH ACCESS MANHOLE AND ALL RISERS
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SHALL EXTEND TO OR ABOVE FINAL GRADE.
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THE OWNER SHALL VERIFY ADEQUATE SEPARATION DISTANCES FROM THE SYSTEM,
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PRIOR TO DRILLING ANY WELLS ON THE SITE
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14.
THE APPLICANT OR INSTALLER SHALL NOTIFY THE COUNTY AND THE
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ENGINEER NO LESS THAN TWO BUSINESS DAYS IN ADVANCE TO SCHEDULE A
INSPECTION OF THE SYSTEM, PRIOR TO BACKFIWNG THE SYSTEM.
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15.
FINAL FIELD
THE APPLICANT OR INSTALLER SHALL PROVIDE AN AS -BUILT
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DRAWING OF THE SYSTEM TO THE COUNTY AND ENGINEER, UPON COMPLETION.
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16.
PLACE 2" BLUE BOARD INSULATION ABOVE ALL PIPES WHENEVER DEPTH IS LESS
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THAN FROST DEPTH.
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17.
ALL SEWER LINES SHALL BE 4-INCH DIAMETER POLYVINYL CHLORIDE (PVC)
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SCHEDULE 40, AND SHALL BE INSTALLED WTH MINIMUM SLOPES NO LESS THAN 2%
18.
THE PROPERTY LINES AND EXISTING IMPROVEMENTS SHOWN HEREON WERE OBTAINED
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FROM THE: IMPROVEMENT SURVEY PLAT OF LOT 7 HUNT RANCH. PREPARED BY.
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SOPRIS ENGINEERING-LLC, DATED: MAY 5, 2027-
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19.
THE OWNER OR CONTRACTOR SHALL NOTIFY THE ENGINEER AND GARFIELD COUNTY
IF SHALLOW GROUND WATER OR IF SHALLOW BED ROCK IS ENCOUNTERED DURING
EXCAVATION.
ABSORPTION TRENCH NOTES
1.
ABSORPTION TRENCH LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
05:
2.
THE BOTTOM OF THE ABSORPTION TRENCHES SHALL BE LEVEL.
3.
DRAINAGE DITCHES SHALL PROVIDED ABOVE AND AROUND TRENCHES, AS
NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA.
4.
ABSORPTION TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL
SMEARS INCURRED DURING EXCAVATION.
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5.
NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER
AND USE OF RUBBER TIRE VEHICLES OVER TRENCH AREA IS PROHIBITED TO
MAINTAIN GOOD SOIL STRUCTURE.
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6.
UNSUITABLE MATERIAL EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND
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BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL
7.
CONTRACTOR SHALL INSTALL 4 INCH DIAMETER SCHEDULE 40 PVC INSPECTION
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PORTS AND CAPS AT BOTH ENDS OF EACH ROW OF CHAMBERS, IN ACCORDANCE
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WITH THE MANUFACTURER'S INSTALLATON GUIDELINES.
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7092 PRO-3 PRO-4
- - _ 7092
LEGEND:
EL-7090t EL-70901
7091
7091
® TOP SOIL, USDA SOIL TYPE 3 SANDY CLAY LOAM
7090
7090
® USDA SOIL TYPE 3 SANDY CLAY LOAM
7089
7089
70'
7088
7087
rd
7097
PRO-1
EL=7085f
7056
7086
7085
7085
7084
PRO7084
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EL=707D82t
7083
7083
�
7082
7082
A
7081
7081
NOTES:
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1. PROFILE PITS WERE EXCAVATED BY OWNER DURING
7079
7079
NOVEMBER, 2024.
7078
7078
2. NO FREE WATER WAS ENCOUNTERED IN THE PITS AT
THE TIME OF THE SOILS EVALUATION.
7077
7077
3. SOIL SAMPLES WERE FIELD EVALUATED AND
7076
7078
CLASSIFIED BY COUNTRY ENGINEERING INC. ON
7075
707b
NOVEMBER 8, 2024 BY VISUAL AND TACTILE
METHODS ESTABLISH BY THE U.S. DEPARTMENT OF
,�74
7074
AGRICULTURE AND THE NATURAL RESOURCE
CONSERVATION SERVICE
7073
71773
072
7072
8.
CONTRACTOR SHALL SNAP OFF THE MOLDED SPLASH PLATES LOCATED AT
PLATES AT
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LLI 1"
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THE BOTTOM OF THE END CAPS, AND INSTALL THE SPLASH
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THE APPROPRIATE SLOTS BELOW THE INLETS IN ACCORDANCE WITH THE
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MANUFACTURER'S INSTALLATION GUIDELINES.
9.
CONTRACTOR SHALL ALIGN THE CHAMBER ROWS PARALLEL WITH THE
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THE CONTOURS OF THE EXISTING TERRAIN. THE CONTRACTOR MAY CURVE
IN ACCORDANCE
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THE ALIGNMENT OF THE CHAMBER ROW, AS NECESSARY.
WITH THE MANUFACTURER'S INSTALLATION GUIDELINES.
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10.
CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 4 FEET OF DEPTH, OR
BEDROCK.
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GREATER FROM THE BOTTOMS OF INSTALLED CHAMBERS TO CONFINING
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11.
CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 12 INCHES OF COVER, OR
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GREATER FROM THE TOPS OF INSTALLED CHAMBERS TO FINISH GRADE.
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12.
CONTRACTOR SHALL CONNECT THE 4 INCH DIAMETER PVC THE DISTRIBUTION0
LATERAL PIPES AT THE MOLDED CIRCULAR BLOCK OUTS. WHICH ARE SITUATED
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8 INCHES ABOVE THE BOTTOMS OF THE STANDARD QUICK 4 PLUS CHAMBER
END CAPS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES.
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PROJECT
NO.
nr-25
2241023.00
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OWES-01
FOR AND ON BEHALF OF
V HIGH COUNTRY ENGINEERING, INC.
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