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16.00' US West Communication 1
Book 890, Page 1 3Y
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COUN
89'53'13" C, 1033 83' ' E
E y 30.00' S 37'47'13" W
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Waste Water Dlt
to be Eliminated
Lot 3
Ruben Minor Subdivision
Reception No. 959677
Laste Water Ditch
to be Eliminated
16.00' US West Communication Easement J A -
Book 890, Page 143
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GRAPHIC SCALE
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100
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`Irrigation Ditch Currrently used for Flood Irrigation to be Eliminated k / ^ /
EXISTING WELL (APPROX. LOCATION)
VERIFY LOCATION AND SETBACKS
PRIOR TO CONSTRUCTION
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Dixon Water Foundation
Exemption Plat No. 1 1 $
Reception No. 785066 ' Z 1 a
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m I20.0' Irrigation Ditch
Easement
Reception No. 785066
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(IN FEET )
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Parcel 1B
Easterly Portion of Parcel 1 A�
Dixon Water Foundation /
Subdivision Exemption No. 1
Reception No. 785066
AREA: 41.404± ACRES��
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All
.20.0' Irrigation Ditch Easement
Reception No. 785066
PPROFILE ' k i V 7
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PRO -2
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50 LF 4" PVC ®2% MIN.
LIMINA Y / 40 LF 4" PVC 0 2% MIN.
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PROFILE
') 30 LF 4' PVC ® 2% MIN.
PIT=�5470�_�� �\\ f //off 20 LF 4" PVC 0 2%
PRO -7
`1N�ERC�P�QR
1� DISTRIBUTION BOX ,
v' � WITH FLOW EQUALIZERS.
ERS. RI RISERS,
/ �\�. AND LID WITH FINISH GRADE
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INSTALL 88 STANDARD QUICK 4 PLUS INFILTRATOR
CHAMBERS IN 4 ROWS OF 22 EACH WITH END CAPS
INSTALL END CAPS WITH 4"0 PVC INSPECTION PORTS
AND CAPS AT BOTH ENDS OF EACH ROW, FLUSH OR
ABOVE GRADE (TYPICAL)
{/ 1,000 GALLON 2 COMPARTMENT TANK, - ' -
������ 1 / 24" RISERS, COVERS FLUSH WITH FINISH
GRADE AND EFFLUENT FILTER
0.
PVC CAP
'5.0' Water Pipellrle�
Right -of -Way
Easement No. 2
iception No. 785066
25.0' Gas Pipeline
Right -of -Way Easement / 4" COUPLING 4" RISER N,q�
Reception No. 785066 / O
h \ e 45• SWEEP BEND
/ \ \ 4' SEWER LINE
/ \ \ FLOW
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SEWER CLEAN OUT DETAIL
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4E' MAIL COVER
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R 550.18' fRo pR�'
L 135.11' +r 30 0 15 30
CB S 24'55'18" W I I
( IN FEET
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1 inch = 30 ft.
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IRES11" N
7�
4"0 PVC CLEAN OUT WITH RISER
AND CAP, FLUSH WITH SURFACE
PROPOSED SANITARY SEWER
DISCHARGE LOCATION
(REFER TO PLUMBING PLANS)
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY PUBLIC
HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS, EVEN
THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THIS
DRAWING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS
AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
2. SYSTEM DESIGN FLOWS:
PROPOSED RESIDENCE: 3 BEDROOMS
PROPOSED POPULATION: 6 PEOPLE
PROPOSED DISCHARGE: 75 GAL./PERSON/DAY
TOTAL AVERAGE DAILY FLOW: 450 GAL/DAY TABLE 6-1
PROPOSED SEPTIC TANK MATERIAL: REINFORCED CONCRETE
MINIMUM SEPTIC TANK CAPACITY: 1,000 GALLONS TABLE 9-1
SOIL TYPE: 3A, U.S.D.A. CLASSIFICATION: SILTY CLAY LOAM TACTILE EVALUATION
TREATMENT LEVEL: TL1
PROPOSED TREATMENT SYSTEM: CHAMBERS IN TRENCH CONFIGURATION
METHOD OF EFFLUENT APPLICATION: GRAVITY
LONG TERM ACCEPTANCE RATE (LIAR): 0.30 GAL/DAY/SQ. FT. TABLE 10-1
REQ'D SOIL TREATMENT AREA:A- 450 GPD = 1,500 SQ. FT. FORMULA 43.10.C.4
0.30 GPD/S.F.
SIZE ADJUSTMENT FACTOR FOR APPLICATION METHOD: 1.0 TABLE 10-2
SIZE ADJUSTMENT FACTOR FOR DISTRIBUTION MEDIA: 0.7 TABLE 10-3
ADJUSTED SOIL TREATMENT AREA: A= 1,500 SQ. FT. x 0.7 = 1,050 SQ. FT.
MINIMUM NUMBER OF CHAMBERS: 1,050 S.F. = 88 CHAMBERS
12 S.F./CHAMBER
INSTALL 88 STANDARD INFILTRATOR QUICK 4 PLUS CHAMBERS
IN A 4 PARALLEL TRENCH CONFIGURATION OF 22 CHAMBERS EACH, AS SHOWN.
3. TOPSOIL SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT.
4. VEHICULAR TRAFFIC IS PROHIBITED ON THE TANK AND ON THE FIELD.
5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 150
FEET ALONG THE EFFLUENT UNE.
6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS AT OR ABOVE
THE FINAL GRADE.
7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM
ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY.
9. THE CONTRACTOR SHALL VERIFY ALL DEPTHS, SLOPES AND CLEARANCES FROM
THE PROPOSED HOME, WELLS AND STRUCTURES, PRIOR TO CONSTRUCTION.
10. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST
BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS.
11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR
FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR
FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
12. SEPTIC TANK SHALL HAVE RISES OVER EACH ACCESS MANHOLE AND ALL RISERS
SHALL EXTEND TO OR ABOVE FINAL GRADE.
13. THE OWNER SHALL VERIFY ADEQUATE SEPARATION DISTANCES FROM THE SYSTEM,
PRIOR TO DRILLING ANY WELLS ON THE SITE
14. THE APPLICANT OR LICENSED INSTALLER SHALL NOTIFY THE COUNTY AND THE
ENGINEER NO LESS THAN TWO BUSINESS DAYS IN ADVANCE TO SCHEDULE A
FINAL FIELD INSPECTION OF THE SYSTEM, PRIOR TO BACKFILLING THE SYSTEM.
15. THE APPLICANT OR LICENSED INSTALLER SHALL PROVIDE AN AS -BUILT
DRAWING OF THE SYSTEM TO THE COUNTY AND ENGINEER, UPON COMPLETION.
16. PLACE 2" BLUE BOARD INSULATION ABOVE ALL PIPES WHENEVER DEPTH IS LESS
THAN FROST DEPTH.
17. ALL SEWER LINES SHALL BE 4 -INCH DIAMETER POLYVINYL CHLORIDE PVC
SCHEDULE 40, AND SHALL BE INSTALLED WITH MINIMUM SLOPES NO LESS AN 29
18. THE PROPERTY LINES AND IMPROVEMENTS SHOWN HEREON WERE OBTAINED FROM
THE "RUIZ SOUTH MINOR SUBDIVISION' AS PREPARED BY BOOKCLIFF SURVEY
SERVICES INC, DATED: 8/9/19 AND 2/18/20.
19. PROPOSED IMPROVEMENTS AND TOPOGRAPHIC CONTOUR INFORMATION WERE
OBTAINED FROM THE "RUIZ A RESIDENCE" ARCHITECTURAL PLANS, AS PREPARED BY:
KEN BYMAN, DATED: 3/2/22.
ABSORPTION TRENCH NOTES
1. ABSORPTION TRENCH LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
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.
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.
6. UNSUITABLE MATERIAL EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL.
7. CONTRACTOR SHALL INSTALL 4 INCH DIAMETER SCHEDULE 40 PVC INSPECTION
PORTS AND CAPS AT BOTH ENDS OF EACH ROW OF CHAMBERS, IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION GUIDELINES.
8. CONTRACTOR SHALL SNAP OFF THE MOLDED SPLASH PLATES LOCATED AT
THE BOTTOM OF THE END CAPS, AND INSTALL THE SPLASH PLATES AT
THE APPROPRIATE SLOTS BELOW THE INLETS IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION GUIDELINES.
9. CONTRACTOR SHALL ALIGN THE CHAMBER ROWS PARALLEL WITH THE
THE CONTOURS OF THE EXISTING TERRAIN. THE CONTRACTOR MAY CURVE
THE ALIGNMENT OF THE CHAMBER ROW, AS NECESSARY. IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION GUIDELINES.
10. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 4 FEET OF DEPTH, OR
GREATER FROM THE BOTTOMS OF INSTALLED CHAMBERS TO CONFINING BEDROCK.
11. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 12 INCHES OF COVER, OR
GREATER FROM THE TOPS OF INSTALLED CHAMBERS TO FINISH GRADE.
12. CONTRACTOR SHALL CONNECT THE 4 INCH DIAMETER PVC THE DISTRIBUTION
LATERAL PIPES AT THE MOLDED CIRCULAR BLOCK OUTS. WHICH ARE SITUATED
8 INCHES ABOVE THE BOTTOMS OF THE STANDARD QUICK 4 PLUS CHAMBER
END CAPS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES.
PRO -1 PRO -2
LEGEND:
® TOP SOIL USDA SOIL TYPE 3 SILTY CLAY LOAM
® USDA SOIL TWE 3A SILT CLAY LOAM
NOTES:
1. PROFILE PITS WERE EXCAVATED BY OWNER DURING FEBRUARY, 2020.
2. NO FREE WATER WAS ENCOUNTERED IN THE PITS AT THE TIME OF THE SOILS EVALUATION.
3. SOIL SAMPLES WERE FIELD EVALUATED AND CLASSIFIED BY COUNTRY ENGINEERING INC. ON
FEBRUARY 22, 2020, BY VISUAL AND TACTILE METHODS ESTABLISH BY THE U.S.
DEPARTMENT OF AGRICULTURE AND THE NATURAL RESOURCE CONSERVATION SERVICE.
FOR AND ON BEHALF OF
HIGH COUNTRY ENGINEERING, INC.
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