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Home My WebLink AboutEngineer's Design PlanGRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. .: COUNTY TY ROAD 346 'IV F A17 Aa'- -_ .. __ -�` �-►. ^✓ -. -_-- _� "�- -�-�' --- ...:"""-_.. �--- --� „' --�?1 - _ x 43 A- 4 i/ / %K / 16 USA'West Communlcatig-EmMement Book 890, Page 143 -------------�-----------------------_ -_--------- -- ----------- f------` ------ - - - - - - - - - - �-= - - - �---------------� ------ ----------- ---�� - - ----�-- -----------1--- / -------------------------� --- -------------\------------------------------------------- ------ ------ --- r ��- , k lA- A- Ar EXISTING WELL (APPROX. LOCATION) VERIFY LOCATION AND SETBACKS /) PRIOR TO CONSTRUCTION !j k LOT /2 W RUIZ SOUTH MINOR SUBDIVISION 20' IRRIGATION/EASEMENT 111 RECEPTION No. 785066 RECEPTION/NO. 981906 // - -i PVC CAP NISH GRADECOUPUNG 4C RISEN l a cL Al --` -.-.i �.� _� _�` �/ •�� -- �'-.._ .�. _.--�-lam_ - --,_ ��. -�� -�'� �_ -- i /� / �� A- J/// 4` 46 SWEEP BEN d SEWER UNE ,Y FlAW 4'x4'x4' FLOW PVC WYE q,gip .MNER CLEAN OUT DETAIL I 1 / TRENCH CROSS SECTION _� -�• ^- ---- •�-"� -'` � / � `' N.T.S. N.T.S. _- 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. Ir�- 2. SYSTEM DESIGN FLOWS: /+ PROPOSED RESIDENCE: 3 BEDROOMS Z- ✓,,, / / DESIGN FLOW: 450 GAL/DAY TABLE 6-1 PROPOSED SEPTIC TANK MATERIAL: REINFORCED CONCRETE ��.� MINIMUM SEPTIC TANK CAPACITY: 1,000 GALLONS TABLE 9-1 ' (INSTALL 88 STANDARD QUICK 4 PLUS INFILTRATOR CHAMBERS IN ( ( / SOIL TYPE: 3A TACTILE EVALUATION TABLE 10-1 4 ROWS OF 22 EACH WITH END CAPS 1i INSTALL END CAPS WITH 4"0 PVC INSPECTION PORTS TREATMENT LEVEL: TL1 AT BOTH ENDS OF EACH ROW, FLUSH OR ABOVE GRADE (TYPICAL) k PROPOSED TREATMENT SYSTEM: CHAMBERS IN TRENCH CONFIGURATION 30 LF 4" PVC 02% MIN. WITH LONG SWEEP ELBOWS 20 LF 4" PVC 02% MIN.WITH Lr/ METHOD OF EFFLUENT APPLICATION: GRAVITY ONSWEEP ELBOWS / )/ LONG TERM ACCEPTANCE RATE (LIAR): 0.30 GAL/DAY/SQ. FT. TABLE 10-1 / 5 LF 4" PVC Q 2% MIN. WITH LONG SWEEP ELBOWS REQ'D SOIL TREATMENT AREA:A= 450 GPD 0.30 GPD/S.F. = 1,500 SQ. FT. FORMULA 43.10.0 SIZE ADJUSTMENT FACTOR FOR APPLICATION METHOD: 1.0 TABLE 10-2 SIZE ADJUSTMENT FACTOR FOR DISTRIBUTION MEDIA: 0.7 TABLE 10-3 IRRIGATTON DITCH CURRRENTLY USED FOR FLOOD IRRIGATION TO BE ELIMINATED / 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 I 12 S.F. CHAMBER r- - - - -- N a F INTERCEPTOR3WALE 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. S. 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. N 89'45'13"E 546.00' 6 ® 0 1` PVC CRUSH WITH AN OUT SURFAC ER AND CAPE 4"0 PVC LONG SWEEP 90' 1000 GALLON 2 COMPARTMENT TANK, 24d RISERS, COVERS FLUSH WITH FINISH GRADE AND EFFLUENT FILTER / ice' ISTRIBUTION BOX [DBOX8C, �y �/ lITHFLOW EQUALIZERS. RISERS, AD ✓ �/ AND LID AT FINISH GRADE / Ar PROFILE PIT PRO -2 ROFlLE PIT PRO-1 4'0 PVC CLEAN OUT WITH RISER / AND CAP, FLUSH WITH SURFACE / 40 LF 4" PVC 02% IN. PROPOSED SANITARY SEWER DISCHARGE (SEE TO PLUMB. PLANS) , -SS -S PROPOSED / 'ROPOSED 3-BEDROOM GARAGE RESIDENCE SpeOyc l LEGEND: NOTES: / IIS PRO-1 PRO-2 EL-.5452.5f EL-5452.5f 5453 5453 5452 5452 5451 5451 5450 54-50 Id 54-49 5449 g 5448 5448 5447 5447 5446 5446 ® TOP SOIL USDA SOIL TYPE 3 SILTY CLAY LOAM ® USDA SOIL TYPE 3A SILT CLAY LOAM 1. PROFILE PITS WERE EXCAVATED BY OWNER DURING MAY, 2023. 2. NO FREE WATER��AENCOUNTERED IN THE PITS AT THE TIME OF THE SgLLSS 3. SOIL SAMPLES WERE FIELD EVALUATED AND CLASSIFIED BY INSTALL 88 STANDARD INFILTRATOR QUICK 4 PLUS CHAMBERS IN 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 LINE. 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 MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREAS USING DRAINAGE SWALES AS NECESSARY. 9. THE CONTRACTOR SHALL VERIFY ALL DEPTHS, SLOPES AND CLEARANCES FROM THE PROPOSED STRUCTURES, WELLS AND PROPERTY LINES, 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 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, PRIOR TO CONSTRUCTION. 14. THE APPLICANT 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 THAN 2%. 18. THE PROPERTY LINES AND EXISTING 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 ARCHITECTURAL INFORMATION WAS OBTAINED FROM THE "T. RUIZ SMALL HOUSE" ARCHITECTURAL PLANS, AS PREPARED BY: DESIGN FORUM LLC, DATED: 1/25/23. T , 393 csS�OMAI ��G\.�+ST FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. U WW z g Z Z OW jO(^J 00 0 U� x <pY� �I¢w i0 r- I- NU�m 00 N i <CTW ZU N Z °81-2 0 o LQ . _jT O n ZcOz F t0 o Fnnwwo s�o _j QU co m0}0 NU-QX U L0 -imUp �_ 0 a U U fZ V VVI Z_ N O(Da -0N 0 Z mUrn O U' Z Z LL. Wz Z W W>C U µ, J0� ? m yOy OIL Z Z Z D V) W 0) o l7 Z U 0 2 o_ f � V Z LLJ 0 U� Z z LLI = m0 �Ljj U cl� Q N [il (D ON d No G 0 CZ t;U J G =W U) ..J 0 U N > Z PROJECT NO. 2231012.00 OWTS - 01 C1