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HomeMy WebLinkAboutEngineer's OWTS Design Plana�. N N 2 \ _ ----- T_---- --- -- - -- - - - - -- 18 SaoF5 '_-"_ - - - - - - - - - - - - -�-- ,-� I #3- I17 #22 - / See Enlargement - on Next Sheet 4 - --1- h II vAllI a"1zf I� Two Story Residence ' ' " Main Level F.F.: 5503,50(100-0) I" I I _ #26 I e s�. I 1 / � P 5501 4e'. 17 OWTS SYSTEM 5501.19' 55007�' !! ' (SEE OWTS PLANS) ! I I I I / Garage I 1 1 FF:5501.50' 55 1 fe I zI 9I 1 7 zI I I #2t < zl N M 6 6 i / $ 5501.48' : Ili mI I 2n% s1C4 !! n P/ N N N I ��� 5511a5 I / I � #24 1 #109 'I II t I I ,NOTES: 0 �� 5501.38 3 a I I I � 1. EXCAVATED SOILS FROM THE�' FOUNDATION SHALL BE L i I REDISTRIBUTED ONSITE AND 't 10i 9 p,20 1 o50L54' %p" I IDISTURBED AREAS I I 1 REVEGETATED WITH A 3 2 C! I I I REGIONAL NATIVE GRASS SEED #103 FLAGNOTES: MIXTURE (RE LANDSCAPE). J(J 1 L 5501.34' n I 2. SEE SHEET C2 AND C.3 FOR 1O GRADE AROUND (SLOPE DOWN) THE PERIMETER OF BUILDING AS NECESSARY AT 10% FOR 10-FEET MIN. IN UNPAVED AREAS TO --- - I TYPICAL 3 ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. ETAILS,CONSTRUCTION �2 CONSTRUCT DRIVEWAY (SEE DETAIL). 1 0o O3 CONSTRUCT 12" DEEP DRAINAGE SWALE, MIN., WITH 3.1 MAX SIDE SLOPES. m / I 41 O BOULDER OR BEAMSTONE LANDSCAPE WALL (SEE DETAIL). � / � 1 i I � I , i 0 5'Lx 37W X &D REINFORCED CONCRETE APRON. SLOPE AT 2% MIN. AWAY FROM THE STRUCTURE. © ROOF DOWNSPOUT. EXTEND THE DISCHARGE TO A POINT WHICH IS AT LEAST 5-FEET AWAY FROM THE FOUNDATION, � L I Q7 12-0 DOME GRATE AREA INLET. RIM:5501.25'; INVERT: 5499.75'. PIPE TO DAYLIGHT USING 6"0 SOR35 PVC @ 2% MIN. r O8 INSTALL 40 LF 18"0 ADS N-12-WT CULVERT WITH FLARED END SECTIONS; INV. IN=.5499.7'; INV. OUT=5499.21 Q9 REINFORCED CONCRETE ENTRY WALK/PATIO. SLOPE AT 2% MIN. AWAY FROM THE STRUCTURE. I j1 I 10 3:1 MAX. CATCH SLOPE. SEED WITH A REGIONAL NATIVE GRASS SEED MIXTURE (RE LANDSCAPE). i 11 2% MIN. CATCH SLOPE. SEED WITH A REGIONAL NATIVE GRASS SEED MIXTURE (RE LANDSCAPE). (f / ( 12 WHERE THE SWALE OR DITCH DAYLIGHTS WITH THE NATURAL GROUND, FAN OUT THE SWALE TO EVENLY DISSIPATE THE RUNOFF, TYP. I g #102 #1 I I / 5502.04' 1 5502.28' l I 13 EXTEND NATURAL GAS SERVICE TO THE BUILDING. MAINTAIN COVER & CLEARANCESBETWEEWOVER NEW SERVICES PER THE UTIUTY � 1 \ PROVIDER'S RULES AND REGULATIONS. 14 EX. TRANSFORMER & TELECOMMUNICATIONS PEDESTALS. INSTALL THE METER NEAR THE SUBDIVSION ROADWAY PER XCEL ENERGY STANDARDS AND EXTEND SERVICES TO BUILDING. PROVIDE COMMON TRENCH WHERE UTILITY PROVIDER REGULATIONS ALLOW AND MAINTAIN COVER & CLEARANCES BETWEEN/OVER NEW SERVICES PER THE UTILITY PROVIDER'S RULES AND REGULATIONS. - !! I 15 EXISTING POTABLE WATER WELLISERVICE. INSTALL A NEW 1"0 WATER SERVICE USING AWWA PURECORE (200 PSI) AND EXTEND TO THE MECHANICAL ROOM. 1 I 16 FOUNDATION DRAIN SYSTEM (RE: STRUCTURAL). SLOPE AT 0.5% MIN TO DAYLIGHT. EXTEND TO DAYLIGHT WITH 4"0 SOLID SDR35 PVC. 17 INSTALL TEMPORARY EROSION LOGS IN SWALES/DrrCHES EVERY 40 LF, TYP. (SEE DETAIL). I , !! 3 17 18 INSTALL TEMPORARY SEDIMENT CONTROL FENCING ALONG THE LOWER LIMITS OF ALL DISTURBANCES (SEE DETAIL). I I 1 Centerline Point # Align/Sta. Elev. North East RC#27613 5498.73' 52024.90 73281.10 2 RC#36572 5503.52' 51974.94 73509.87 3 ENVE CORNER 0.00' 52276.24 73401.90 20 Grid A-2 0.00' 52235.51 73377.07 21 Grid A-8 0.00' j 52275.74 73377.07 22 Grid H-8 0.00' 52275.74 73455.73 23 Grid H-3 0.00' 52238.53 73455.73 24 Grid G.1-G.B 0.00' 52187.31 73393.12 25 G'id G.1-GA 0.00' 52192.52 73363.57 100 FG-Drive 5500.70' 52005.53 73396.84 101 FG-Drive 5501.60' 52025.52 73416.23 102 FG-Drive 5502.04' 52096.36 73416.23 103 FG-Drive 5501.34' 52166.45 73416.23 104 FG-Drive 5501.35' 1 52186.€5 73399.71 105 FG-Drive 5501.48' 52187.31 73393.12 106 FG-Drive 5501.48' 52223.75 73399.54 107 FG-Drive 5501.19' 52221.24 73413.78 108 FG-Drive 5500.75' 52221.24 73438.23 109 FG-Drive 5501.38' 52179.20 73438.23 110 FG-Drive 5501.54' 52169.20 73428.23 19 4' WIDE EXTERIOR STAIRS/IhNDINGS (RE: LANDSCAPE OR STRUCTURAL) t- - / - ` !_ 12 -r i r - - - _ - - - - - - - - - _ - 1 / \ I #112 PROPERTY LINE 6408.73' / 5501.60, 20% 11 550i.iR I V z - - - - - - T 13 �2M 17 / \ 1 ` - ----- _--_--- ---------------------- J' 5500.70 p1- #113 /SNyO / �5500 i' 5502'� \ i Shore Drive \ 1 -- - � I - __ - � �r---------�--� - � 6- ------------------------- � --- -- ---- -- ------- -- --------- ----- -- - ----- --- - - --------------------- i I < / y / , NOTES: 1. THIS PLAN SET IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY RESULT IN MISSING DATA & INFORMATION CRITICAL TO THE PROJECT, 2. SURVEY INFORMATION BASED ON THE USGS LIDAR AND GARFIELD COUNTY GIS. 3. SEE ARCHITECTURAL, LANDSCAPING AND AND STRUCTURAL ENGINEERING PLANS FOR ADDITIONAL BUILDING AND LANDSCAPE INFORMATION. 4. SEE ADDITIONAL NOTES ON REMAINING PLAN SHEETS. 5. ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE COUNTY AND BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. 6, THIS DESIGN WAS PREPARED WITHOUT THE BENEFIT OF A SUBSURFACE UTILITY ENGINEERING (SUE) STUDY OR MAP. THIS DESIGN HAS BEEN PREPARED FOR A PRIVATE DEVELOPMENT USING EXISTING UTILITY INFORMATION PROVIDED BY OTHERS. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. BOUNDARIES UNLIMITED INC. DID NOT CONFIRM ANY DATA PROVIDED OR PERFORM ANY ADDITIONAL RESEARCH OR NOTIFICATION TO ELEVATE THESE PLANS TO SENATE BILL 18-167 STANDARDS. AS SUCH, BOUNDARIES UNLIMITED INC. MAKES NO GUARANTY, EXPRESSED OR IMPLIED, FOR THE LOCATION OF SUBSURFACE UTILITIES CONTAINED WITHIN THIS PLAN SET. IF THE CLIENT AND/OR CONTRACTOR REQUIRES A SUBSURFACE UTILITY ENGINEERING STUDY OR MAP FOR FULL COMPLIANCE WITH SENATE BILL 18-167, THEN A MORE EXHAUSTIVE 7. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT WITH ANY EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION AND, AT NO EXPENSE TO THE CLIENT OR PROJECT ENGINEER, REPAIR ANY DAMAGED UTILITIES. 8. ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WITH WORK IN GENERAL, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, OR THE COLORADO DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 9. COMPACTION SHALL MEET OR EXCEED COUNTY AND UTILITY PROVIDER REGULATIONS. THE MINIMUM COMPACTION STANDARD SHALL BE 95%STANDARD PROCTOR UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY A GEOTECHNICAL ENGINEER. 10. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS PLAN SET IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY RESULT IN MIS 11. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON -SITE. PROVIDE SWALES TO DRAINAGE STRUCTURES AND RUNOUT. SHALLOW DRAINAGE SWALES HAVE A TENDENCY OVER TIME TO FILL IN & BECOME LESS EFFECTIVE. PERIODIC MAINTENANCE, AT LEAST TWICE A YEAR, IS NECESSARY TO CHECK THE INTEGRITY OF THE SWALE & MAINTAIN DRAINAGE CHARACTERISTICS. 12. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 13. ON -SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE CITY/COUNTY OR THE PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES. 14. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FDR HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 15. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 16. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK. 17. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. 18. FOUNDATION DESIGNS AND SUBSURFACE DRAINAGE, IF APPLICABLE TO BE OBTAINED FROM THE PROJECT STRUCTURAL ENGINEER. 19. ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1% MINIMUM SLOPE TO THE OUTFALL POINTS, HEAT TAPE IS RECOMMENDED IN ALL EXTERIOR ROOF GUTTERS, DRAIN PIPES, AREA DRAINS, TRENCH DRAINS AND GRATED STRUCTURES. 20. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED 21. ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS. LEGEND �1 - --- - - 5544 SC -SCF- - - -T------ 6-T ---------------- PROPOSED CONCRETE EXISTING/PROPOSED GRAVEL LAWN 6"0 NOMINAL ANGULAR RIPRAP DRAINAGE EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE SETBACK/ENVELOPE EASEMENT EXISTING FENCE PROPOSED SEDIMENT CONTROL FENCING EXISTING WATER MAINNALVE EXISTING/PROPOSED WATER SERVICE/SH ITOFF/METER EXISTING/PROPOSED SEWER SERVICE/CLEANOUT EXISTING/PROPOSED ELECTRIC EXISTING/PROPOSED TELECOMMUNICATIONS EXISTING/PROPOSED GAS EXISTING/PROPOSED CULVERT/STORM PIPE & SIZE PROPOSED FOUNDATION DRAIN PROPOSED SWALE/DrrCH FLOWLINE EXISTING/PROPOSED UTILITY PEDESTALS & METERS GENERAL DIRECTION OF FLOW PROPOSED DOWNSPOUT/RAIN CHAIN FLAGNOTE ROCK SOCK OR EROSIOV I OG BOUNDARIES UNLIMITED INC. CIVIL ENGINEERING, LAND SURVEYING 6 BEYOND 923 Cooper Avenue, Ste. 201 Glenwood Springs, CO 81601 tele:970.945.5252 www.bu-inc.com Engineer or Surveyor Seal 0 L70F pPNo C-.6 3/11/25 FT Q 37110 � c Fss�ONA1-���\ Client Information: DEAN G DENISE KARSTENSEN 3 775WESTMINOOKAROAD MORRIS, IL 60450 630.386.6684 Subsurface Utility Engineering (SUE) Required Project: v � NO If -Yes', SUE Certification by: Firm: NIA .lob #: NIA Date: NIA NORTH 0 20 4T Scale 1' 20' Know. what's below. Gill before you dig. C C d L O V >` O V C a--r cz ® .® coop) o C 5 N O W ® O S ei 1 L 1 V L C Vi Q • ® a:d CL) C/9 ® C iy Agency Approval Agency: Dept: By: Date: Comments: Date Revision 1124125 Updates to 11i Pion 3111125 Relocate OWTS inside Bldg Env. Project No.: Sheet 2401 Filename: d v Designer: wg Desi Col BJW Drafter: LEW Date: 3111125 a 'M BOUNDARIES UNLIMITED INC. CIVIL ENGINEERING, LAND SURVEYING & BEYOND 923 Cooper Avenue, Ste.201 Glenwood Springs, CO81601 tele:970.945.5252 www.bu-inc.com Engineer or Surveyor Seal p�NDO C1�F O�:✓✓JONWgI L�� V:oP 3/11/25 rRy:Q 37110 NM - Client Information: DEAN C DENISE KARSTENSEN 3775 WEST MINOOKA ROAD MORRIS, IL 60450 630.386.6684 Subsurface Utility Engineering (SUE) Required Project: NO If "Yes", SUE Certification by: Firm: MIA job #: MIA Date: MIA NORTH 0 10' 23' Scale 1' — 10 Know what's below. Call before you dig. v C O c a c c,cn o c c o LM c� -� �/� W � V/ ErL G •� L 0 O V c i� Agency Approval Agency: Dept: By: Date: Comments: Date Revision 2J205 Updates to OWLS Plan 3111115 Relocate OWiS inside Bldg Env. Project No.: Sheet Z4027 Filename: 7-vne .dwg DesCO2 Designer: 0JW Drafter: BJw Date: 3111125 C n m N N N C o e \ EROSION LOG TO FEATURE THAT NEEDS 41 PROTECTION NOTE. GENERAL DRIVEWAY: 6" CLASS 6 ABC. CONTRACTOR TO /' ENTRENCH 3 1. SEE THE GRADING, DRAINAGE AND EROSION PLACE 4" LIFT AGGREGATE AT THE BEGINNING OF SECTION A -A - CONTROL SHEET FOR SWALE LOCATIONS. OF CONSTRUCTION AND THEN REGRADE AND PLACE 2. V-CHANNEL OR TRAPEZOIDAL CHANNEL AS ANOTHER 2"-3" PRIOR TO PROJECT CLOSEOUT J B SEDIMENT REMOVAL SHALL BE PERFORMED r CONTINUOUSLY FOR PROPER FUNCTION. SHOWN ON THE PLAN. AREA DRAIN FLOW D D 12' MIN. 9' LINE ALL SWALES WITH FLOWUNE GRADES EXCEEDING POINT B 5%WITH 9`0 NOMINAL ANGULAR ROCK RIPRAP OR A 4.5 N N� PERMANENT EROSION CONTROL FABRIC (NORTH ADJACENT GRADE AMERICAN GREEN VMAX S200 OR EQUAL) INSTALLED 2% N D POINT A PER MANUFACTURER'S RECOMMENDATIONS. POINT A G1ePP� d� qk ,hnPH' 47M,. o � = LINE ALL DITCHES WITH FLOWLINE GRADES X SCARIFY THE SUBGRADE AND EXCEEDING5%WITH 9"D NOMINAL ANGULAR 18 MIN. `\\ RECOMPACT TO 95% ROCK RIPRAP OR A PERMANENT EROSION 4" COMPACTED STANDARD PROCTOR CONTROL FABRIC (NORTH AMERICAN GREEN 0 EROSION LOG PLAN VIEW `SIDE SLOPES ADJACENT TO BUILDINGS VMAX S200 OR EQUAL) INSTALLED PER EROSION LOG ON -SITE SILT OR SHALL BE 10:1 MIN. FOR 10-FEET. MANUFACTURER'S RECOMMENDATIONS CLAY MATERIAL OTHERWISE, SIDE SLOPES SHALL BE 3:1 0 0 MIN., OR PER PLAN. POINT A USE 2 PINE STAKES 7 1/2" x 1 1/2" x 12" POINT F Drainage Swale AT ALL EROSION LOG ENDS OR JOINTS, OTHERWISE USE A STAKE EVERY 241N. POINT B Scale: N.T.S. Driveway Section AND CONTINUE TO ALTERNATE ORIENTATION THROUGHOUT E LENGTH OFF THE EROSION LOG ix%":� �`. .x'�J`� Scale: N.T.S. ENTRENCH 3" POINTS A MUST BE HIGHER THAN POINT B PLAN VIEW SECTION D-D Temporary Erosion Control Logs Scale: N.T.S. EROSION CONTROL NOTES 1. IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL MEASURES SHALL PRECEDE STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. BOULDER LANDSCAPE WALL NOTES: 2. ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE - t. THESE DETAILS ARE TO BE USED ONLY FOR RETAINING LANDSCAPED AREAS WITH A MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED MAXIMUM WALL HEIGHTS AS INDICATED THIS DETAIL SHALL NOT BE USED TO RETAIN FUNCTION. STRAW BALE DIKES OR SILT FENCING MAY REQUIRE PERIODIC REPLACEMENT. SEDIMENT 6" MIN. OF COMPACTED STRUCTURES/VEHICLE LOADED AREAS OR AREAS REQUIRING GREATER RETENTION. ANY TRAPS WILL REQUIRE PERIODIC SEDIMENT REMOVAL. HEAVY CLAY. TYP. TOP OF WALL WALL CONSTRUCTED HIGHER THAN SPECIFIED IN THESE DETAILS WILL NOT BE ACCEPTED ANCHORED IN TRENCH AND (TW) PER PLAN BY THE PROJECT ENGINEER. FIRMLY ATTACHED SILT FENCE FABRIC TO POST 2, INSTALL MIRAF1140N FILTER FABRIC BETWEEN THE NATIVE EXCAVATION AND THE '� TOP ROW: SCREENED ROCK BACKFILL. POST - ____- 18'"0 MIN. M(2" X 2" NOMINAL) ANGULAR 0.5 3. FREE DRAINING WALL BACKFILL SHOULD BE CAPPED WITH AT LEAST 12 INCHES OF pq 1 MIN. (�YP )y BOULDERS COMPACTED HEAVY CLAYS TO REDUCE SURFACE WATER INFILTRATION. MIN SILT FABRIC STAPLED MIN. 1 TO POSTS /�� MIDDLE AOW(S)� LL 4. BOULDERS SHALL BE ANGULAR AND SQUARE/RECTANGULAR IN SHAPE ROUND RIVER 24 6" x 6" TRENCH \�. - 1 24 0 MIN o BOULDERS ARE NOT ACCEPTABLE BOULDERS SHALL BE PURPOSEFULLY SELECTED FOR ANGULAR PLACEMENT IN A MANNER WHICH PERMITS AT LEAST 30% CONTACT SURFACE WITH THE MIN. FLOW `�J� /�. II o BOULDERS x ADJACENT BOULDERS. THE FILLING OF VOID AREAS BETWEEN BOULDERS WITH SMALLER 42" U COMPACTED MIN. FITTER FABRIC ROCKS WILL NOT COUNT TOWARD MEETING THIS MINIMUM CONTACT SURFACE REQUIREMENT. ! !. " ! MIN. BACKFILL 18" T '! v r its 1-1/2" SCREENED RDCK- BOTTOM OF WALL 5. SET BASE ROWS ON BENCHES WHERE THE TOPSOIL HAS BEEN REMOVED AND THE SUBBASE BASE ROW (BW) PER PLAN HAS BEEN SCARIFIED TO 9" MINIMUM DEPTH & RECOMPACTED TO 95% STANDARD ! j ! "40ly BACKFILL (TYP) ., t 30"0 MIN. PROCTOR. (TYP.EACH TIER) �I 6. CARE SHOULD BE TAKEN NOT TO OVER COMPACT THE BACKFILL OR USE LARGE EQUIPMENT X i ���i�A: SILT FENCE FABRIC ANCHORED - IN 6"A" TRENCH AND ATTACHED `��Vtti _. NEAR THE WALL. - i 12 MINT BURY j� ;' 7. PLACE LARGER BOULDERS AT BOTTOM AND TRANSITION TO SMALLER BOULDERS AT TOP OF FIRMLY TO POST 4"9 PERFORATED PVC DRAIN PIPE SLOPED AT WALL. UNDER NO CIRCUMSTANCES SHOULD ANY BOULDER BE PLACED ON TOP OF Temporary Sediment Control Fence 0.5% MIN. ALONG THE INTERIOR BASE OF THE WALL. CORRUGATED PIPE IS NOT COMPACT BACKFILL UNDER BOULDERS TO ANOTHER BOULDER WHICH IS SMALLER THAN ITSELF. 95% STANDARD PROCTOR DENSITY, WITH A 0 ACCEPTABLE. OUTSIDE EACH WALL, EXTEND MOISTURE CONTENT NEAR OPTIMUM, TYP. 8. NO IRRIGATION MAY BE PLACED ON OR WITHIN 4' OF THE WALL. Scale: N.T.S. TO DAYLIGHT AT 2%MIN. WITH ASOLID (TYP.FACH TIER) SCHAD PVC PIPE. DRAIN PIPE SYSTEM MUST HAVE 4" MIN. GRAVEL BEDDING ON ALL SIDES. Boulder Landscape Wall, H<4' (Verity with the Geotechnical Engineer) Scale: N.T.S. r6" MTHIMUM '1 SLOPE PER GEOTECHNICAL - BELOW GRADE WALL - `R\ ` BACKFILL SLOPE I y PER OS L PREFABRICATED DRAINAGE COMPOSITE (MIRANDA 6000 OR EQUIVALENT ATTACH PLASTIC SHEETING AT FOUNDATION WALL SLIP COVER ENTIRE WIDTH OF GRAVEL - JOINT WITH NON -WOVEN GEOMETRIES - FABRIC (MIRAFI 140N OR EQUIVALENT). S -ON-GRADE - I . SLOE TO DRAIN FOOTING OR PAD �c < , - 2" MIN. 1`• � � ENCASE PIPE IN 1/2" TO 1-1/2" WASHED GRAVEL. EXTEND GRAVEL LATERALLY TO FOOTING AND AT LEAST 1/2 HEIGHT OF OR BEYOND 1:1 SLOPE FOOTING. FILL ENTIRE TRENCH WITH7PERFORA GRAVEL.BOTTOM OF FOOTING, EVER IS GREATER) ID PIPE. (SOPVC). THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF 1%MIN. (1/81NCH DROP PER FOOT) TO DRAIN. NOTES: 1. THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING. AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. CONTRACTOR TO FOLLOW ANY ADDITIONAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. T . Foundation Drain (Verify with the Geotechnical Engineer) Scale: N.T.S. BOUNDARIES UNLIMITED INC. CIVIL ENGINEERING, LAND SURVEYING E BEYOND 923 Cooper Avenue, Ste. 201 Glenwood Springs, CO 81601 tele:970.945.5252 www.bu-inc.com Engineer or Surveyor Seal �gDO LIEF ( c�ON wgj�c7F TA Cj 1433 3/11/25 37110 O � ass/ONA1 Client Information: DEAN 6 DENISE NARSTENSEN 3775 WEST MINOOKA ROAD MORRIS, IL 60450 630.386.6684 Subsurface Utility Engineering (SUE) Required Project: NO If'Yes", SUE Certification by: Firm: NIA job #: NIA Date: NIA NORTH 0 20' 40' Scale:1 = 20' c Know what's below. Cali before you dig. C `d o � CL) .� too)crs — c °a o iJ CL) ad Ce) ®® Agency Approval Agency: Dept: By: Date: Comments: Date Revision Z/24051 Updatesto DWiS Pion 3111125 Relocate Owls inside Bldg Env. Project No.: Sheet 24027 Filename: 7-udwg Des Designer: CO3 DJW Drafter: 0JW Date: 3111125 a BEN(S) > 25' FROM TOP OF BANKI- i i -5490- - - - - - - - _ - - -- TANK > 1 O' FROM TOP OF BANK CF�EF- - - - - - - - - - - - - INSTALL 1500-GALLON i _ �_ _TWO -COMPARTMENT SEPTIC - - - - - _ I TANKW/ PRESSURE DOSING _ - _ - - _ _ jLPUMP SYSTEM SEE DETAIL - i _ _ ( ) iWVE� - -I 5495 - ' -- _ -4"0 SCH.40 PVC SEWER g lY'01N� I - NOTES: "' W/ 45- BENDS @ 2%. MIN. - - - - - - -.L / - - LOCATIONS OF ALL COMPONENTS MAY BE VARIED - - AS NECESSARY AS LONG AS ALL MINIMUM I - J = ' -- T MIN. _ - - MIN. INSTALL A TWO-WAY DISTANCES AND SLOPES MEET THOSE REQUIRED _ _ ' ''� 1} ,. CLEANOUT OUTSIDE AND ARE CONTAINED WITHIN THE BUILDINGPRESSURE.1 f f THE FOUNDATION 1 "-I- / /- 1-1/4"0 SCHAO PVC - ENVELOPE PER FICA COVENANTS. `I PIPE DRAIN BACK TO THE TANK i zg' paIIN ' L-4- /( i �,(PR.4-BEDROOM BACKWAS FLOW ABSORPTION BED � • RESIDENCE , REQUIRED TEST PIT (4 QUICK 4 INFILTRATOR UNITS yam- ^ LOCATION, TYE, I OR 3 ADS AR036 UNITS 3� " (BURY UNDER THE SLOPE& ' '• WITHIN THE BUILDING ENVELOPE) BED > 10 FROM PROPERTY. a' > A x LINE I 1 � w � � '� F 6110 �z a 100' WELL SETBACK (ADJACENT NEIGHBOR'S WELL) I I REQUIREb TESTPIT LOCATION, TYP. 1 I I 1 z vl I FROM FOUNDATION i 3 vl i r<, 25 , MIN PR0 MINSPECTION PORTAT EACH w WAT ERLINE R LIN E � ! n I ! a END OF EACH LATERAL, BOTH ENDS, TYP. I I FLUSH VALVE AT END OF EACH LATERAL, TYP. i I a 73 l i CD I / I o C/) m I n I6. c O r v I I I o m f ! ( I 3 I II 1. % w I 3 I I I , r � I / i \ ' 3 I / 100'WELLSETBACK I (APPLICANPS WELL) o05B x L 1 G 1 I ! 1-1/4"0 PRESSURE DOSING PIPE WITH 1/8"0 HOLES DRILLED EVERY 36" O.C., FACING UP, AND ONE (1) HOLE FACING DOWN ATTHE END OF EACH TRENCH (FOR WEEPING). INSTALL A 12" PAVER OR SPLASH STONE BELOW THE DOWN FACING HOLE TO PREVENT SOIL EROSION. BOTTOM TO BE LEVEL AND FLAT OVER ENTIRE AREA T0� WITHIN 0.1'±. (TYP.). IF NECESSARYTO ACHIEVE THIS. SURFACE, IMPORT CONCRETE SAND TO USE AS LEVELING MATERIAL. REMOVE ANY ENCOUNTERED BOULDERS AND BACKFILL WITH. LOAMY SAND DR SANDY GRAVELS. DO NOT USE COMPACTED MATERIALS. GENERAL ABSORPTION AREA NOTES 1. INSTALL CHAMBER UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ABSORPTION BEDS SHALL NOT EXCEED 12' WIDE BY 100-FEET IN LENGTH, SHALL PARALLEL THE TOPOGRAPHY AND SHALL BE INSTALLED IN A RECTANGULAR PATTERN WHENEVER POSSIBLE. 3. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE ANY SOIL. SMEARS INCURRED DURING THE EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE. 4. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. GRAVELLESS CHAMBER SYSTEMr INFILTRATOR QUICK 4, ADVANCED DRAINAGE SYSTEMS BIODIFFUSER (STANDARD), OR ENGINEER APPROVED EQUAL. zx 5. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER THE ABSORPTION AREA IS STRICTLY PROHIBITED. 6. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF IMPORTED LOAMY SAND OR SANDY GRAVEL. THE ENGINEER SHALL BE CONTACTED IF BEDROCK OR GROUNDWATER IS ENCOUNTERED IN THE EXCAVATION. 7. TOPSOIL COVER MAY BEVARIED F-FOOT MINIMUM, 2-FOOT MAXIMUM) TO ALLOW FOR LANDSCAPING. 8. WHEN MULTIPLE BEDS ARE USED BEDS SHALL BE SEPARATED BY 6-FEET MIN. OF UNDISTURBED SOILS. CIRCULAR IRRIGATION -STYLE VALVE BOX & COVER - LID COLOR PURPLE OR GREEN - LABEL "SEWER" Gravelless Pressure Dosed Chamber STANDARD INSPECTION PORT, TYP. (4"0 PVC SOLID PIPE CUT TO FIT. LOCATE PER PLAN VIEW. ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. •`I \\� 3 // III �`. a Bed Scale: N.T.S. COVER WITH 6" OF TOPSOIL AND REVEGETATE INSTALL A 12"Wx24"L SPLASH BLOCK BELOW EACH INLET PIPE 4"0 COUPLING (UNION). USER HOLE SAW TO CUT OUT CIRCLE OFF THE CENTER OF THE UNIT FILL OVER THE CHAMBERS WITH UNCOMPACTED WELL GRADED LOCAL SOILS. ATTACH REMOVABLE CAP OR - THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP IS TO BE BURIED. 4"0 PVC TWO-WAY CLEANOUT TEE FINISH GRADE 4"0 PVC RISER 0 4"0 SEWER LINE Two-way Cleanout Sala. N.T.S. -OGH DENSITY JEBOARD I Pipe Insulation Scale: N.T.S. IRRIG. VALVE BOX 1"x 1-1/4" PVC REDUCER 1-1/4"0 PVO ELBOW 1 D BALL VALVE & TREADED ASSEMBLY FOR BACKFLUSHING flush Valve Scale: N.T.S. 1-1/4"0 PVC DISTRIBUTION PIPE SYSTEM DESIGN & CONSTRUCTION NOTES, 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CDPHE REGULATION 43 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) REGULATION, MOST CURRENT EDITION AND LOCAL AGENCY REQUIREMENTS WHICH MAYOR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. A PERMIT MUST BE OBTAINED FRDM APPROPRIATE LOCAL AGENCY. THE CONTRACTOR MUST CONTACT THE LOCAL AGENCY HEALTH DEPARTMENT AND THE PROJECT ENGINEER FOR INSPECTIONS OF THE CONSTRUCTED SYSTEM BEFORE SACKFUL..A REQUEST FOR INSPECTION BY THE PROJECT ENGINEER AND THE COUNTY ENVIRONMENTAL HEALTH OFFICER MUST BE MADE AT LEAST 72-HOURS PRIOR TO THE DESIRED TIME OF BACKFILUNG. 2. DEMAND CALCULATIONS(SEC.43B.A.2.h)(TABLE 6-1) 2.A. FOUR (4) BEDROOM RESIDENCE USING TREATMENT LEVEL 1 (TL1). 2.6. AVERAGE DAILY WASTEWATER FLOW (ADWF) AND ORGANIC LOAD RATE (BODs); 2.13.1. SINGLE FAMILY DWELLING: 75 glodc & 0.20 BOD51bs/day _ 2.132 ADWF 2.13.2.1. RESIDENCE = 75 gpd * F3 BEDROOMS * 2 PERSONS/BEDROOM) + 1 BEDROOM1 PERSON) = 525 clod 2.13.3. BODS = 0.20 Ibs/day * 7 PERSONS = 1.40 IbWday BODS mg/L = BOD,*7 000 000 = 1.40 Ibs/day*1,000,000 = 319.74 mg/L ADWF*8.34 525 gpd*8.34 - 2.6.4. CBODs = BODS * 0.85 = 272 mg/L 3. SEPTIC TANK (SEC.43.9 B 2 a) 3.A. MINI MUM EFFECTIVE VOLUME 1250GALLONS(TABLE 91) 3.B. DOSING IS TO BE INCLUDED USING AN UPSIDED TANK 3.0. INSTALL A 1 500 GALLON TWO -COMPARTMENT TANK WITH A HIGH HEAD DOSING PUMP ASSEMBLY IN THE 2ND COMPARTMENT. THE TANK SHALL CONTAIN A BAFFLE OR FILTER WHICH PREVENTS SOLIDS FROM ENTERING THE INC CHAMBER. 3.D. THE TANK IS NOT SUBJECT TO BUOYANCY. 4. ABSORPTION AREA CALCULATIONS: 4.A. THE ABSORPTION AREA SLOPES MODERATELY 4.B. LONG TERM ACCEPTANCE RATE (LTAR) FOR TREATMENT LEVEL 1 (111) OF 0.60 gpd/SF (SEE SITE & SOILS EVALUATION NOTES/DETAIL). 4.C. MINIMUM SOIL TREATMENT AREA, A: - A = ADWF = 525 = 875 S.F. LTAR 0.60 gpd/S.F. AD. SIZE ADJUSTMENT FACTORS: PRESSURE DOSED BED = 1.0; CHAMBERS = 0.70 (TABLE 10-1A). 4.0.1. A,adj=875 SF * 1.0 * 0.7 = 613 BE 4.E. GRAVELLESS CHAMBER TRENCH SYSTEM. 4E.1. INFILTRATOR GOICK4: 613 SF/ 12 SF/UNIT = 52 UNITS. USE 52 UNITS IN A 4 x 13 UNIT BED CONFIGURATION 4.E.2. ADS ARC 36: 613 SF/ 15 SRUNIT = 41 UNITS USE 44 UNITS IN A 4 x 11 UNIT BED CONFIGURATION. 5. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS AND/OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 6. CLEAN OUTS ARE REQUIRED ATTHE HOUSE AND AT ALL BENDS AND AT LEAST EVER Y 100-FEET BETWEEN THE HOUSE AND THE SEPTIC TANK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION. 8. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BE BURIED. 9. INSTALL BLUEBOARD INSULATION AROUND THE SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 4S-FEET (SEE DETAIL), UNDER NO CIRCUMSTANCES SHALL COVER BE LESS THAN 2-FEET. 10. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 11. PRESSURE DISTRIBUTION DESIGN: 11.A. DOSE SIZE: 30 GALLONS (FLOATS SHALL BE SET BY AN ORENCO AUTHORIZED REPRESENTATIVE) 11.13. PUMP ON TIME: 6D SECONDS (30 GPM) 11.0, DOSES PEA DAY: ITT (18) 11.D. TRANSPORT PIPE DIAMETER/MATERIAL: 1-1/4"0 SCHAD PVC 11.D. LATERAL PIPE DIAMETER/MATERIAL: 1-1/4"0 OR SCHAO PVC 11.E. ORIFICE SIZ E/ SPACING:1/ 8"0 AT 3' O.C. - 11.F. OPERATING HEAD ATTHE DISTAL END ORIFICE: 5' 11.G. PUMP INF RMATI ORENCO MODEL PF P 1 2 HP 115 230V TO 60Hz DESIGN POINT OF 32 GPM OR MANUFACTURER APPROVED 0 ON OA NC MO E 3005 HIGH EFFLUENT PUMP (/ ,. / )( ), EQUAL. 11.11. DRAIN -BACK VOLUME BEFORE MANIFOLD; 62 GALLONS 11.1. DESIGN SOFTWARE REFERENCE: OAENCO SYSTEMS PUMPSELECT V. 2.20. PUMP DATA FILE 1.15 (2023.). 1. TO ENCOURAGE THE HEALTH AND LONGEVITY OF THE OWTS SYSTEM, THE OWNER SHALL CONSIDER THE FOLLOWING: 1.A. MINIMIZE THE AMOUNT OF WATER THAT GOES DOWN THE DRAIN, THE BETTER YOUR SYSTEM WILL WORK. 1.6. MINIMIZE SOLIDS GOING DOWN THE DRAIN. 1.1. ELIMINATE GARBAGE DISPOSALS OR KEEP THE USE OF GARBAGE DISPOSALS TO A MINIMUM. 1.D. MINIMIZE GREASE AND OILS THAT GO DOWN THE DRAIN. I.E. USE LINT FILTERS ON LAUNDRY MACHINE DRAINS. 1.F. KEEP SAND AND DIRT OUT OF THE BUILDING DRAIN. I.E. AVOID FLUSHING SANITARY NAPKINS OR PAPER PRODUCTS OTHER THAN TOILET PAPER. 1.11, DO NOT USE LYE -BASED DRAIN UNCLOGGER CHEMICALS SUCH AS DRAINO, OVEN -OFF, -OR OTHER STRONG CLEANING AGENTS, 1.1. DO NOT PUT.ANY"ROOT DETERRENTS" DOWN THE DRAIN. 11 DO NOT POUR PAINT THINNER, PESTICIDES, PAINTS OR PHOTO LAB CHEMICALS DOWN THE DRAIN 1.K. MINIMIZE USE OF CHLORINE BLEACH AND TOILET ADDITIVES. 2. THE OWNER SHALL FOLLOW THE GUIDANCE OUTLINED MAINTENANCE 0&M MANUAL PROVIDED BY THE MANUFACTURER. 0 U IN THE OPERATION AND M ( ) 3. THE OWNER SHALL CONTRACT WITH AN ORENCO AUTHORIZED SYSTEM INSPECTOR FOR ROUTINE INSPECTIONS AND MAINTENANCE AS REQUIRED BY THE 0&M MANUAL. THE INSPECTOR SHALL ALSO REMOVE AND PROPERLY DISPOSE OF ACCUMULATED GREASE AND SEDIMENT AS NEEDED TO ENSURE PROPER FUNCTION OF THE SYSTEM. BACKWASH OR FLUSHING FLOWS: - 1. DEMAND CALCULATIONS 1.A, WATER SOFTENER = 15% OF DAILY USE = 525 gpd * 0.15 = 79 gpd 1.13. REVERSE OSMOSIS (R/0) UNDER SINK = 2 gpd * 4:1 WASTE * 7 PERSONS = 56 gpd 1.C. GARAGE FLOOR DRAIN = 10 gpd (SNOWMELT) 1.D. TOTAL= 144gpd 1.E. GRAVELLESS CHAMBER STORAGE CAPACITY:. 1.E.1. INFILTRATOR QUICK 4 @ 43 GALLONS PER CHAMBER: USE 4 CHAMBERS 1E2. ADS ARC 36 @ 59 GALLONS PER CHAMBER = USE 3 CHAMBERS Pump Selection for a Pressurized System - Single Family Residence Project Lot 1-Riverview Ranch! BUI #24027 Parameters Discharge Assembly Size 1.25 inches Transport Length 80 feet Transport Pipe Class 40 Transport Line Size 1.25 inches Distributing Valve Model None Max Elevation Lift 4 feet Manifold Length 9 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 4 Lateral Length 52 feet Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches Orifice Size 1/8 inches Orifice Spacing 3 feet Residual Head 5 feet Flow Mater None inches 'Add -on' Friction Losses 0 feet Calculations Minimum Flow Rate per Onfice 0.43 gpm Number of Onfiicas per Zone 72 Total Flow Rate per Zone 31.3 gpm Number of Laterals per Zone 4 % Flow Differential lst/Last Orifice 1.6 % Transport Velocity 6.7 fps Frictional Head Losses Loss through Discharge 6.9 feet Loss in Transport ce feet Loss through Valve 0.0 feet Lose in Manifold 0.3 feet Loss in Laterals 0.2 feet Loss through Flowmeter 0.0 feet 'Add -on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 6.2 gals Vol of Manifold 0.7 gals Vol of Laterals per Zone 16.2 gals Total Volume 23A gals Minimum Pump Requirements Onion Flow Rate 31.3 gpm Total Dynamic Head 25.9 feet 250 rep, to 100 6111 00 V - Net Discharge (gpm) V V Vv V PumpData PF3005 High Head Effluent Pump 30 GPM, 112HP 115/230V 10 60Hz, 20DV 30 60Hz System Curve: Pump Curve: Pump Optimal Ranger Operating Point: o Design Point. SITE EVALUATION 1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY: DERIC J. WALTER, PE ROBERT DURAN, PE BOUNDARffS UNLIMITED INC. KUMAR & ASSOC, 923 COOPERAVE, STE 201 5020 C.R. #154 GLENWOOD SPRINGS, CO 81601 GLENWOOD SPRINGS, CO 81601 970,945.5252 970.945.7966 2. EVALUATION DATES): MAY 28, 2024. 3. THE PRELIMINARY SOIL CLASSIFICATION FOR THIS DESIGN IS BASED ON TH E SUBSOIL STUDY PERFORMED. BY THE GEOTECHNICAL ENGINEER (KUMAR & ASSOC. (PROJECT #224-7-2194, MAY 28, 2024) AND THE ADJACENT OWTS DESIGN FOR LOT 2 (GARCO PERMIT #SEPT-OB-22-7743) WHICH BOTH INDICATE SLIGHTLY CLAYEY, SLIGHTLY SANDY SILT (USDA SANDY LOAM; TYPE 2); WITH AN LTAR OF 0.60 GPD/SF. A SITE SPECIFIC SOIL PROFILE MUST BE COMPLETED AT THE TIME OF CONSTRUCTION AND TH E ASSUMED SOIL CLASSIFICATION CONFIRMED BY THE PROJECT GEOTECHNICAL ENGINEER. BOUNDARIES UNLIMITED INC. SHALL BE NOTIFIED IMMEDIATELY IF SOILS ARE DETERMINED TO BE DIFFERENT THAN DESCRIBED ABOVE AND THE DESIGN SHALL BE REVISED IF NECESSARY. 4, SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT (PER TABLE 7 1) AND AN ADWF=525 GPD: 4A SPRING WELL OR POTABLE CISTERN i00 4.6. POTABLE WATER SUPPLY LINE 25 AUG. STRUCTURE W/ BASEMENT/CRAWL SPACE 20' A.D. STRUCTURE W/O BASEMENT/CRAWL SPACE=10' 4.E. PROPERTY LINE, PIPE OR LINED IRRIGA11ON DITCH=10' 4.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=25' 4.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50' 4.H. DRY GULCH, CUT BANK OR FILL AREA=25' 4.1. SEPTIC TANK=5' 41 RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 4' (TREATMENT LEVEL 1, GRAVITY FEED) 3. SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1): S.A. SPRING, WELL OR POTABLE CISTERN=50' 3.13. POTABLE WATER SUPPLY LINE=10' SO. STRUCTURE W1 BASEMENT CRAWL SPACE=5' SO. STRUCTURE W/O BASEMENT/CRAWL SPACE=S' 3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH-10' 3.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10' 3.G. LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND =50' 3.11. DRY GULCH, CUT BANK OR FILL AREA=IU 31 STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT-5 Item 1500T-210P-HIW -6„ + SURFACE TCPSOI SM +I SANDY LOAM Fo (SAND, SILT, LAY, TAN, DRY TO ' MOIST, CALCAREOUS. ORGANICS, DRY TO MOIST; - --- GM/SM -- _ +1 - -- LOAMY SAND -(COBBLES GRAVEL SANG - SILT, TAN DRY TO MOIST) Site & Soils Evaluation Scale: N.T.S. 1500 Callon Mid -Seam - 2CP r,I with High Head Pump; DESIGN NOTES - 126' - - - - • Design per performance test per ASTM C1227 • Top surface area 59.5 ft' • f c 0 28 days: concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfiiled 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 20• Clear Aeosea .I TANKI :.� ' 7 e'1 IDJ I a Q� Top View water table less than 2' below grade NOTE: • Meets C1644-06 for resilient HIGH DENSITY POLYETHYLENE TANKS BY NORWESCO, INC. ARE 24' Minimum connectors • Inlet and Outlet Identified above pipe AN ACCEPTABLE ALTERNATIVE TO CONCRETE. /Riser Height • Delivered complete with internal piping wA96b .. uick Disconnect • Control Panel to be mounted in eight paw all Valve line of tank 7 • 4' Maximum bury depth Risers to Grade �Akemete Flexible Etootl Discharge At o- Height BAFFLE OR 4' PVC TEURISER ON THE INLET ku- BAFFLE OR 4" PVC TEE/RISER WITH EFFLUENT 6 • FILTER ON THE TANK 7 " 5 �BUtyl Rubber OUTLET < 4 " Sealant 54" 126" -- Section Pump: View • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, 'Service contracts available for melnNnance' mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight _.. _. -i_ - I—- _ -. Min. 13' Long x 8' Wide Inlet Outlet Length Width Min. Inlet Side Outlet Total Top Tank Tote! -�--- -_ 56" below inlet 56"'54"or73"' 126 68 ''12" 1016 gal 492 gal' 1508 gal ' 6500 Ibs 6500 bs 13200 lies Faxn775-zrsa OV LEY 10391 CASa t Inc. website: www.valleyprecastcom Buena Vista, Colorado Email: frontdesk@valleyprecast corn ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0' 0" 3' - 0- 1, - 0" 4- - 0" 2'- 0" 4'- 0" DRY 4'-0" -BOUNDARIES UNLIMITED INC. CIVIL ENGINEERING, LAND SURVEYING C BEYOND 923 CooperAvenue, Ste.201 Glenwood Springs, CO 81601 tele:970.945.5252 wwrit inc.com Engineer or Surveyor Seal LIEF Wq� ejO Uo\�Q\cSUN a 3/11/25 yi 37110 ' SS/ONAOE Client Information: DEAN 6 DENISE NARSTENSEN 3775 WEST FIINOOKA ROAD MORRIS, IL 60450 630.386,6684 Subsurface Utility Engineering (SUE) Required Project: NO If 'Yes", SUE Certification by. Firm:NIA Job #: N A r Date: NIA NORTH I�Ju 0 20' 40' Scale: 1" = 20' ei Know what's below. Call before you dig. H O y C y� c� as C e/' cu J LJ ^J o L � a�r a 6v COOP) w ® c ® �� O a •® O ®I COPS Agency Approval Agency: Dept: By: Date: Comments: Date Revision V24/25 Updates to BWIS Plan 3/1125 Relocate OWTSinside Bldg Env. Project No.: Sheet 240 Filename: rdwg Designer: CA OJw Drafter: OJW Date: 3/n25