The URL can be used to link to this page

Home My WebLink About5.0 ISDSC:\COLORADO\TOLER-lrev.dwg, ISDS-1, 5/7/2007 5:13:23 PM VICINITY MAP 1" = 2000' 3-#4 REBAR (MIN) TIE DOWNS ANCHORAGE FOR DOSING TANK 1 C.Y. WEIGHT-7- BLOCK EIGHTBLOCK EACH SIDE OF TANK 40 SITE PLAN 1" = 40' GRAPHIC SCALE 20 40 60 160 ( IN FEET ) 1 inch = 40 ft TANK ANCHORAGE DETAIL SECTION VIEW THRU TANK N.T.S. 2-1/2" SOLID PVC (CL200) FROM DOSING TANK 8' 12" MIN. SCREENED ROCK DISTRIBUTION LATERAL ;GREENED ROCK (12" MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA 2-#4 REBAR a TOE OF MOUND SLOPE t 50' INSPECTION WELL EDGE OF GRAVEL BE 869 SQ. FT. `1-1/2" PERFORATED PVC (GRAVEL AREA) DISTRIBUTION LATERAL PLAN VIEW OF MOUND N.T.S. dL AYER OF FABRIC 12" MIN. TOPSOIL COVER 24" MIN. SAND -1 4"X4" TREATED POST --,,,„24" MIN. PITRUN OR OTHER HIGHLY PERMEABLE FILL MATERIAL PLOWED SURFACE (NATIVE MATERIALS) SECTION A -A N.T.S. LECTRIC JCT. BOX AULK/SEAL WELL INLET ALAR "OFF" " AIR VENT ISER(S) TO GROUND SURFACE 2 1/2" FEEDER LINE TO FIELD, SLOPED AT 1/8" PER FT. MIN. SHALL DRAIN BACK TO TANK AFTER EACH PUMP CYCLE. UICK DISCONNECT OR UNION COIL AND TIE AN ADDITIONAL 10' OF WIRE FOR PUMP REMOVAL UBMERSIBLE WASTEWATER PUMP SET PUMP APPROX. 8" OFF FLOOR NOTES: `r 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK(CISTERN). 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 50 GPM ® 32 FT. OF HEAD. PUMP BARNES 3 SE 2" SPHERICAL SOLIDS OR EQUIVALENT. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS). SLOPE HOLES ON BOTTOM OF LATERAL NOTE: ALL PIPING MUST DRAIN BACK TO DOSING TANK 2 1/2" SOLID PVC FROM DOSING TANK PIPE LATERAL LAYOUT FOR PRESSURE DOSING OF FIELD N.T.S. DOSING TANK N.T.S. PVC CAP FINISHED GRADE SEWER LINE RISER 4"X4"X4" PVC WYE p� Q OCLEAN OUT ASSEMBLY " 45' SWEEP BEND SEWER CLEAN OUT DETAIL SOLID CAP FOR SUPPORT BOTTOM OF TRENCH OR BED N.T.S. TYP. OLID PIPE OUPLING PERFORATED PIPE APPED WITH FILTER FABRIC COMBINATION AIR VENT & INSPECTION WELL DETAIL N.T.S. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW: 3 BEDROOMS *2 PERSONS/BEDROOM *75 GALLONS/PERSON/DAY IS 450 GPD = AVERAGE DAILY FLOW PLUS WASHER = 100 GAL/DAY=550 DESIGN = 1.5* AVERAGE =825 GPD SEPTIC TANK: MINIMUM TANK SIZE IS 1000 GALLONS 1000 GAL = 3 CABINS 1000 GAL. = 1 DOSING TANK MINIMUM GRAVEL BASE AREA: A=tel _ = 825 = 1184 SQ. FT. 0.95 0.95 MINIMUM SAND FILL BASE AREA: 825 GPD A- - 1032 SQ. FT. 0.8 GPD/SQ. FT. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2 -FOOT OF 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. PERCOLATION TESTING NOT PERFORMED DUE TO GRAVEL SOILS AND HIGH WATER TABLE. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS 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. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 13. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 10-100 200 0-3 UNIFORMITY COEFFICIENT = D /D S4 TYPICALLY CONCRETE OR MASONRY SAND IS ACCEPTABLE. 14. SITE PLAN INFORMATION FROM CONDITIONAL USE PERMIT APPLICATION APPROVED JUNE, 2004. 15. ALL ELECTRICAL EQUIPMENT, MATERIAL, AND WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. MOUND SYSTEM SPECIFICATIONS 1. THE MOUND SHALL BE PLACED PARALLEL TO THE CONTOURS. 2. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 3. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE. 4. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHALL BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. 5. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BEING LEVEL. 6. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MAIN AND COVER WITH AGGREGATE. 8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 9. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 10. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE NEAR THE MOUND. 11. SEED AND MULCH THE ENTIRE EXPOSED ARE TO AVOID EROSION. LANDSCAPE WITH GRASS. 12. MOUND SIDE SLOPE 3:1. PROJECT BENCHMARK REFERENCES KEY NOTES KEY NOTES APPROVALS APPROVALS APPROVALS CALL YOUR LOCAL UTILITY LOCATION CENTER 48 HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND UTILITIES. PREPARED UNDER THE SUPERVISION OF: WM. P. BALAZ JR. PE# 17129 z O E r4 UQ W z 0 4 W a o Q ?' O z lyl �a � g z;-1-: ¢ A a � z g m 3! 1:4 w z W Q x U Q z 3 Q CL Q O H 2 O wHi�v) o m4 c:4 rn 000v)E O O p4 I� �n '-'1-64 W ite4<c U p� � w O � H �, z 0�c� o Q E 0-1 -+ w w 1---i Q Z CD I--4 I_ N,k g MM �M U :9) UotioF7\ 4„"?MM Rf .-- cs ice. p� w° U LEI N S� n..76: E.r LL C ti bro 6" n i, • rl • o 1' 1 Q . gi SHEET NO. ISDS-1 JOB No. TOLER