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HomeMy WebLinkAboutOWTS Design Plans-• - f' j BARN FACILITIES OWTS DESIGN CALCULATIONS GENERAL NOTES �! 1. THE OWTS AS SHOWN ON THE PLAN AND THE DETAILS WERE DESIGNED BY SOPRIS ENGINEERING. GRAP H I ; SCALE The Onsite Wastewater Treatment System (OWTS) will serve a select portion of the existing Campground as 30 10 15 t' 40 120 ��, -OWTS SYSTEM -3 SERVICE AREA shown on the plan. The subject portion of the campground has 14 spaces with electric, water and sanitary hookups in place, installed by previous owners, but has not been inactive for several years. Na sewer 2• THE EXISTING SITE CONDITIONS BY 5OPRIS ENGINEERING AND AND PREVIOUS SURVEY BY BOOKCLIFF SURVEY. moi' � 14 CAMP SITES WITH HOOK VPS �MIN. USAGE CAPACITY 1400GPD v DESIGN TREATMENT CAPACITY 200CIGPD service has been available to these particular sites. The proposed OWTS improvements to serve these select spaces include confirmation of continuity and integrity of existing sewer service collection pipes and 3. THE EXISITNG PROPERTY BASE MAPPING PER COUNTY GIS DATA BASE, IMPROVEMENT SURVEY • IN FEET '�'ti � � y y hookups, installation of new septic detention tanks, effluent dosing assembly, installation of advanced PLATS, AERIAL, LIDAR AND TOPOGRAPHIC SURVEY, BY 5OPRI5 ENGINEERING. �• �G P j 1i _ 1 = 30 ft- �� / 40Vh + °� Treatment level 3N system components and installation of new pressure dosed soil treatment area (STA) dispersal systems. These OWTS improvements are designed for the exclusive use of the designated Camp 4. PRIMARY OWNER NAME & ADDRESS: PAQARINA RANCH LLC, STEVE BECKLEY y C� � 5$1 County Rd 241, New Castle + l % ground area and spaces noted above- 5. LEGAL SUMMARY: M & B, SECTION: 24 TOWN5HIP: 5 RANGE: 91, APPROXIMATELY 140 ACRES 288 _ ■ The system treatment components have been designed and specified in coordination with Roger Schafer of SCG Enterprises, Inc. that will supply the advanced treatment, STA, tanks and appurtenances for the new 6. SITE ADDRESS: 581 COUNTY RD 241, NEWCASTLE, 81647 15, 2.022 Z �,f, '• ,•' ��V # ■ • i f * system. The OWTS will be constructed in accordance with applicable engineering criteria and regulatory �,/ O• I * compliance. The proposed sitespecific improvements are presented on the attached civil site and OWTS 7. PARCEL NUMBER: 212524300013 and 212524300019 th NA"L' _ _ � • 1 � design plans for obtaining a County OWTS construction permit. The design and construction recommendations with specifications and details are delineated on the civil design plans, C1-OWTS Site Plan, C2-OWTS Systems Plan, C3-OWTS Details, dated 09-_-22, by Sopris Engineering. S. EXISTING COUNTY ISDS PERMITS #: Sept -$-09-1189, August 3, 2009 & # 1032, 19$1 z li I Design Calculations OWTS 9. NEW PITKIN COUNTY PERMIT#: ISSUED LIJ OWTS SYSTEM SERVICE AREA BOUNDARY II x f / 'I Imo_ Q 10. CONTRACTOR: O Q z IL f Installation of an OWTS with a minimum 1400 gallon capacity to meet TL3N effluent quality. Per effective County Regulation 43 Design Criteria: 5$�� 2-OD•FILTRATERETURNCINE + Minimum design flow is based on 14 RV spaces. OWTS SYSTEM NOTES 4.0" FILTRATE DISCHARGE PIPE FROM RSV _ 4 Gallons per day per space =100 gal/space/day, no peaking factor _J < PROPOSED 2 -COMPARTMENT 1500 -GALLON M1500 -W3- FIBER GLASS TREATMENT TAMC --- ] - INSTALL ELECTRIC SERVICE CINE TO TREATMENT WITH 24•DIA-BY 36" DEEP RIBBED PVC RISERS WITH LIDS AT THE SURFACE-2RD Desl n Maximum Dail Flow allons/da #of 5 aces X aV dail flow al s aces da Y (Qd�� ^ y- ( p g' y lg p y- 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE ~ HIGH PT END OF 1" PVC SUPPLY&RETURN MANIFOLD PIPES WORKS CONTROL PANEL (MIN. 50 COMPARTMENTRELIRCULATIONCHAMBERWITH24"DIA-RISER AND VENTED LID- AIR -VAC VALVES IN CONC OR PLASTIC VALVE BOX AMPS] ..- '�- ' * g DailyFlow Design Maximum Dail Flow Qd =14 100=1400 d gp 5 WASTEWATER TREATMENT OWTS REGULATIONS. (OWTS) Z INSTALL A SIMPLEX EFFLUENT PUMP ASSEMBLY-{PVPM 52) W/P500711 PUMP, W/ 2-0• DISCHARGE ASSEMBLY TO AX -100 POD. 1 # Design Average Daily Flow Qavg is estimated to he 700 gpd ;� UPVC RETURN LINE WASTE FLOW FLUSH LINE EXISTING ELIC. JUNCTION BOHf l Septic Tank Design 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT UTILITY LOCATORS AND UTILITY COMPANIES A5 NEEDED FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND >_ m >_ m 1"PVC SUPPLY LINE MANIFOLD i ADVANTFXAX-100TREATMENTPOD. INSTALL EFFLUENT PU MP CONTROL PANEL �, f J ilkm �f The septic tank capacity required for a minimum HTR of 3 hours for commercial higher strength waste hour 3. EXCAVATION. ALL GRAVITY SEWER LINES TO BE 4„ SDR -26, OR SCHEDULE 40 P.V.C. PIPE UNLESS NOTED ❑ Z C7 Z � 0 Y t �aoo / 2" PIPE FROM CIRCULATION PUMP I :4 - retention time is calculated as follows: V = 1400 gal/day * 3 = 4200 gallons. OTHERWISE. ALL GRAVITY SEWER LINES TO BE INSTALLED ON A 2% GRADE. LINES MAY BE U)4 w LL w = Install 3 new 1,500 gallon 2 -compartment fiberglass/septic tanks in series to provide a total of 4500 gallon STEPPED DOWN BETWEEN 2%RUNS. FITTI NGS AT ALL VERTICAL AND HORIZONTAL BENDS NOT TO EXCEED 45°. USE CLASS 6 BEDDING AND SUITABLE GRANULAR SOIL BACKFILL. ❑ ❑ U SUPPLY/RETURN PRESSURE DISCHARGE PIPES " - :� LOCATE,RECOVER& CONNECT NI -W 4• GRAVITY SEWER PIPE detention capacity. The second compartment of the third tank will be installed with an Orenco Systems TO GEO FLOW FIELD ASSUME lfi LOOPS W/ o , 32CONNECTIONS _ o �EXISTING 4"GRAVITY SEWER PIPETOBEABANDONED PVPM bio tube with high head dosing pump to transport septic tank effluent to the treatment work for 4. ALL PRESSURE LINES TO BE SCHEDULE 40 P.V.C. OR HDPE SDR-11PIPE UNLESS OTHERWISE NOTED. h�'y .DUAL 1. UALRE PIPES -;7,413 INSTALLTWO 1 -COMPARTMENT MLSOO GAL -W3 -FIBER GLASS SEPTIC additional secondary treatment. 14 4_0" PVC PIPE TO VENT RISER STACK PRESSURE DOSE TREATED EFFLUENT TO SHALLOW GEOFLOW SYSTEM THROUGH A HEADWORKS ASSEMBLY. FIELD 512E OF BD'X64',APPROX- - ASSUMED LOACTIONOF REMOTE PEDESTAL TREATMENT SYSTEM&DOSING '' TANKS IN SERIES W/30• DIA_ BY 24" DEEP RIBBED PVC RISER W1 LID AT THE SURFACE- DEPTH TOTOP OF TANK FROM EXISTING GRADE IS VARIABLE AT Seconds Treatment works Design SecondaryPOINTS 5. PRESSURE LINES TO BE INSTALLED WITH A MINIMUM 3% GRADE FOR DRAIN BACK. NO LOW OR DIPS ARE ACCEPTABLE ALONG PRESSURE PIPE RUNS. AIR RELEASE MECHANISMS •_I .. FOR SOIL TYPE 2, 1 _ _ PUMP CONTROL PANEL IVERICOMM AXBIPTDOSE MOV)ELECTRICIAN TO 5O005F, BASED ONA LOADING RAVE OF O-6TAL APPROXIMATELY I8"-24". INSTALL 4" GRAVITY SEWER PIPE REQUIRED AT ALL HIGH POINTS. FITTINGS AT ALL VERTICAL AND HORIZONTAL BENDS NOT TO r C�1 2WO NCHDIA BASED WION TH CRIFICFATM NT LEV'CENTRSW/MINIMUM2-INACING , PROVIDE ELECTRIC JUNCTION BOX& STRUT MOUNTED PEDESTAL, CIRCUITS. PC DRIP TUBING WITH ORIFICES OH 2' CENTERS W/ MINIMUM 2' SPACING CONDUIT& WIRES FOR ELECTRICAL SUPPLY FOR CONTROLPANEL PUMPS, GEOFLOW MAN UAL HEADWDRXS BOX • ■ TANK TO TANK IN SERIES MP-) - The AX -1O0 Pod IS rated to treat up 2SOD gal per day of residential strength Waste Water or up t0 4.D EXCEED 45°. r , BETWEEN LATERALS. INSTALL DRIP LINE 12 TO Y8 INCHES DEEP IN CONTROLS&PHONE CONNECTION- ELECTRICIAN TO COORDINATE W INSTALL PRE -ASSEMBLED GEOFLOW / PLOWED SLITS OR NARROW 4" SHALLOW UPPER HORIZON SANDY SILT HEADWORKS DISTRIBUTION PACKAGE INSTALLER INSTALL ONE 2 -COMPARTMENT M1500 GAL -W3 -FIBER GLASS SEPTIC/DOSING TANK IN SERIES W/ 30" DIA. BY 30" DEEP RIBBED PVC RISER IbBODlday. Based on the assumed waste concentration of 300 mg1L the total mass loading based on 1400 + � co4 [y LOAM SOILS- �G INSTALL 500 GALLON FIBER GLASS OR PLASTIC DOSI NG TANK rti INSTALLER PROVIDEDDIRECTBURY ELECT- -- W/LIDATTHESURFACE- INSTALL BIOTOBE SIMPLEX EFFLUENT PUMP ASSEMRLY, (PVPM 52) W/P3UD511 PUMP, W/l_5• DISCHARGE ASSEMBLY TO 1.500 GAL TREATMENT TANK-CONTROL55ET FOR TIMED DOSING- gpd is 3.5028 IbsBOD/day. Therefore the AX -100 is sized to adequately treat the design loading rate and infrequent peak loading rates- q p g 6. ALL GRAVITY AND PRE55URE PIPES TO BE BEDDED AND BACKFILLED WITH SUITABLE NATIVE SOIL OR CLASS -6 ROAD BASE IN TRENCHES WITH UNDISTURBED SU B GRADE SOIL OR COMPACT SUB UD 00 r WI/ SI MPLEX EFFLUENT PU MP ASSEMSLY_(PVUS7-1819-L) &CONTROL WIRES TO I NDIVI DUAL COM PONENT WjP300511 PU MP, W/1.25" DISCHARG E ASSEM BLY TO GEO EXTERNAL SPLICE BOXES FROM CONTROL PANEL GRADE AS NEEDED. LOCATION OF BURIED PIPES TO BE MARKED IN THE FIELD. IW JJ O o FLOW HEADWORKS ASSE MBLY. G Sub Surface Conditions and Testing: r�(,i N Q O �� ❑ 7. ALL PVC PIPE SHALL BE CUT WITH A PIPE CUTTER. SAWING PVC IS PROHIBITED TO PREVENT o A site specific subsurface soil evaluation was by Sopris Engineering on August 23, 2022. Two ACCUMULATION OF SMALL FILINGS IN THE PRESSURE DOSED SYSTEMS. ALL PVCTO BE SOLVENT ►.� Z ~ o performed 0 r- 8 -feet deep profile pits and three shallow pits were excavated in the vicinity of the proposed OWTS field. WELDED. Q 2 Z o , The shallow soils in the location of the proposed Geo Flow dripline field were sampled and characterized by U C14 0 CD y� application of the USDA soil texture method test. The sails were tested to determine the hydraulic loading S. INSTALLA TWO-WAY CLEAN OUT ON THE SEWER SERVICE PIPE THAT COMBINES WASTE FLOW L ¢ rate for treated effluent infiltration in the native soils. Based on site observations, the soils below 4 to 6 FROM ALL SOURCES AND 15 ROUTED TO THE FIRST SEPTICTANK . < inches of topsoil consist of medium dense sandy silt loam texture sails to 5 feet overlying relatively dense, sandy silt loam with gravels and cobbles. This soil type 2 has an effective loading rate for conventional soil 9• THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL WATERTIGHT ►moi treatment of 0.6 gal/S.F./dayfor a level 1 conventional treatment system. Therefore for design purposes RISERS A5 NECESSARY TO BRING ALL REQUIRED ACCESS POINTS TO THE FINISHED SURFACE GRADE. j Q the soil underlying the proposed soil treatment area (STA) will be considered type 2. In order to provide BACKFILL WITH SUITABLE NATIVE SOIL FREE OF BOULDER AND ROCK I N EXCESS OF 3" DIAMETER. n ' optimal dispersal of treated effluent a pressure dosed STA utilizing 21 inch pressure compensating dripline 10. A SANITARY BAFFLE TEE I5 REQUI RED ON THE SEPTIC TANK INLET AND OUTLET. INSTALL THE INLET Q) tubing sized for a treatment level TL -1 system based on the design flow. No free water is expected to be AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EASY INSPECTION AND MAINTENANCE a encountered within the field excavations. Normal Groundwater levels are expected to be below 20 feet OF TANK FROM THE TANK RISERS. from the existing surface grades. The sail appears to be consistent in both profile excavations and across „+rte; i CHE K I b the site. 11. INSTALL 4" EFFLUENT FILTER SANITARY TEE ON THE LAST COMPARTMENT OFA SINGLE OR w .• y MULTIPLE SEPTIC TANKS IN SERIES. THE FILTERS SHOULD BE INSPECTED EVERY SIX MONTHS.THE~ • � E _ �- The native soils sampled from 1-2 below the surface are characterized as a soil type 2consisting of sandy silt EFFLUENT FILTERS BE MAINTAINED AND CLEANED WHEN IS PERIODICALLY o �r= loam texture with moderate granular structure. The tactile soil test ribbons were 3 to 1 -inch long The type 2 PUMPED ORAS NECESSARY. INSTALL A SUITABLE EXTENSION ON THE FILTERS WITH A HANDLE TO �• •r - soil has a theoretical effective loading rate for conventional soil treatment of 0.6Gal/S.F./day for a level 1 Conventional treatment system. To provide optimal treatment to reduce the moderately strong RV waste BE WITHIN 6" BELOW THE ACCESS LID. ❑ • � � � OreSystems Advantex AX is 12. FOR PUMP SYSTEMS: USE AN ORENCO BIO SCREEN VAULT FOR THE SPECIFIED PUMP � - r , ,' � _ - � an neo -100 secondary treatment system specified that will treat effluent to a Level 3N treatment infiltration into the native soil via a full dosed drip system -TUBE ASSEMBLIES TO BE INSTALLED IN THE TANK OR PUMP BASIN. THE FILTER SHOULD BE INSPECTED IN ENTRY quality priorto pressure designed based level 1 LTAR 0.6Gal/S-F./day. EVERY SIX MONTHS. THE EFFLU ENT FILTER SHALL BE MAINTAINED AND CLEANED WHEN THE TANK • ' • _ �• � on a of 15 PERIODICALLY PUMPED ORAS NECESSARY. INSTALL SUITABLE EXTENSION ON THE FILTER AND + . L„ 71 - ,,,_ ,3• _, 11 The soils are suitable for the installation of a dripline system that will be fully pressure dosed and utilize GeoFlow pressure compensated 1/2" driplines with emitter on 2' centers- An construction inspections and FLOAT TREE HANDLE IF NEEDED FOR EASY ACCESS IN RISER. ' `�'• *4 �_ ,�' ' • 'f direction will be performed during construction to confirm that the drip tubing is installed per design and 13. THE INSTALLATION OF THE TREATMENT, DISTRIBUTION AND CONTROL COMPONENTS WILL REQUIRE INCIDENTAL ASSEMBLY EQUIPMENT AND MATERIALS TO BE PROVIDED BY VALLEY a; the manufacturers recommendations. PRECAST. IF ;� 7;OWTS Geomat Drip System Effluent Dispersal System Design ■ SYSTEM -3 SERVICE AREA r/ k -b' '.!14 WITH HOOK UPS ! /Treated 14. THE CONTRACTOR SHALL ENSU RE THAT THE SEWER LIN E5 S E PTIC TAN K AN D RISERS ARE MIN. USAGE CAPACITY 1400 GPD MIN. USAGE DESIGN r a TREATMENT CAPACITY -, 2000 DESIGN D The tertiary treatment/absorption field is designed based on utilizing the effective Long Term Acceptance WATERTIGHT. ALL PLUMBING FIXTURES AND OWTS COMPONENTS SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER FROM ENTERING THE SYSTEM AND TO �, ■ . ( Rate (LIAR) for effluent meeting Treatment Level 3N quality utilizing pressure dosed Geo Flow dripline PREVENT LEAKAGE FROM THE SYSTEM. IN PLUMBING FIXTURES SHALL BE MAINTAINED TO Z .+e A a... dispersal system installed in shallow native soil. C5 OIL�� t ~ %P Eta'OWTS TREATIVI '�: Lang Term Acceptance Rate (LTAR) PREVENT EXCESS WATER FROM ENTERING THE SEPTIC SYSTEM. 0 - , I *-� a K Treatment Level 3N effluent dispersal system with a loading rate 1.1ga1./S.F./day} for Type 2 receiving soils; 15. THE DIMENSIONS AND NOTES SHOWN ON THE PLAN INDICATE MINIMUM AREA, LENGTH, WIDTHS 3 W • �' +, �► - L SECONDARY TREATMENT NOTES For peak flow surge capacity the system will be sized based on Treatment Level 1 loading rate of 0.6 gal./5.F./day} for the Type 2 receiving soils. AND SEPARATION DISTANCES FOR THE ABSORPTION FIELD COMPONENTS. r .� Z r.r~ l / 1. THE 1500 -GALLON THREE COMPARTMENT SEPTIC TANK WILL SERVE A5 THE SECONDARY Loading factors L.F.; (Table 10-2, pressure dosed bed application = 1.0) 16. THE TREATMENT AB50RPTION FIELD MUST BE GENERALLY MARKED AT THE FOUR CORNERS WITH TA `, TREATMENT RE -CIRCULATING AND DOSING TANK. THE TANK SHALL BE INSTALLED TO ACCOMMODATE THE ADVANTEX SECONDARY TREATMENT COMPONENTS THAT CAN BE EASILY INSPECTION PORTS. THE FIELDS MUST BE PROTECTED FROM VEHICULAR TRAFFIC. A(sf) = Qd x L.F.: A = Area; Qd = flow (gal/day) = 1400 gpd INSTALLED, INSPECTED AND MAINTAINED FROM THE TANK RISERS AND ACCESS LIDS.. LTAR L -F.1=1-0 pressure dosing LTAR = 0.6 gal/S.F./day for treatment level 1, Soil type 2 17. THE TREATMENT FIELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES: 10 feet from any property line. GEOF RIPLINEfillpf 2. THE TREATMENT TANK I5 TO BE INSTALLED 2.5 FEET BELOW PROPOSED GRADE TO A(sf) =1400 gpd x 1.0 = 2333 S.F. Utilizing advanced secondary treatment technology 25 feet from any potaple water supply line. -!DISPER IELD � * '% ACCOODATE THE STANDARD 3 FOOT RISERS AND THE TREATMENT POD. IF TARGET DEPTH OF BURY IS NOT FEASIBLE MOUND EARTH AROUND RISE RS ANDADVANTEX PODS) TO INSURE D .6 Install 1,167 L.F. 2000 L.F.) Geo Flow PC 112" drip 8" 20 feet from any occupied dwelling. 100 feet from minimum (Install of tubing to a minimum and any well, spring or cistern. 1 � �-• A. r -� • INSULATION FOR COLD CLIMATE APPLICATIONS. INSTALL INSULATED ACCESS LIDS AT SURFACE GRADE TO PROVIDE ACCESS TO SYSTEM, INSTALLATION OF COMPONENTS, TESTING AND MAINTENANCE. maximum 12" depth below finish grade in narrow plowed (ripped) 2-4 inch slit trenches spaced at minimum 2' separation. Install 16 looped dripline laterals with PC emitters every 2 -feet. Each looped lateral Will be 50 feet from any stream or water course approximately 50-$0 feet long from their respective connections to the supply and return flow manifolds. EFFLUENT DISTRIBUTION SYSTEM NOTES N -�lie, AL 2. THE STANDARD 3 FOOT RISERS AND THE TREATMENT PODS W ILL BE BACKFILLED UP TO A FI NISH The dripline field Will he micro dosed via the headWorks assembly from the simplex high head distribution d Z MOUNDED GRADE ATTHE ACCESS LIDS WITH SUITABLE FILL OR CLASS 6 BASE MATERIAL A pump system installed in a 500 gallon dosing tank. The dosing system controls will be set up for incremental 1. FILTERED EFFLUENT FROM THE PRIMARY SEPTIC TANKS IN SERIES WI LL DISCHARGE TO THE ADVANTEX MINIMUM 6 -INCHES ABOVE SURROUNDING GRADES. THE EXCAVATED AREA AROUND THE TANK timed dosing with residual storage in the pump basin to allow adequate rest time between doses. TREATMENTTANK VIA SIMPLEX HIGH HEAD PUMP BIOTUBE DISCHARGE ASSEMBLY INSTALLED IN THE SHALL BE BACKFILLED WITH A MIN 8" OF CLASS 6 BASE MATERIAL COMPACTED TO 95% SECOND COMPARTMENT OF THE 1500 GALLON MEANDER TANK. EFFLUENT DISTRIBUTION SYSTEM NOTES STAN DARED PROCTOR TO PROVIDE SUPPORT OF THE ADVANTEX PODS FOUNDED ON CONCRETE TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT: 2. A RECIRCULATION BIO TUBE PUMP BASIN (PVPM 52) W/P500711 PUMP, W/ 2.0" DISCHARGE 1. DISPERSAL FIELD W1 PRESSURE DOSED GEOFLOW DRIPLINES. LAYOUT OF GEOFLOW DISPERSAL BLOCKS. ASSEMBLY WILL BE INSTALLED IN THE SECOND COMPARTMENT OF THE 1500 GALLON TREATMENT DISTRIBUTION PIPING TO BE FIELD DETERMINED TO INSURE OPTIMAL PERFORMANCE, INSTALLATION 3. THE TOP OF THE TANK, BASE OF RISERS AND CONCRETE BLOCKS SHALL BE BACKFILLED WITH AN 1. ADDITIONAL GEOTECHNICAL EVALUATIONS AN D INSPECTIONS BY THE ENGINEER SHOULD BE PERFORMED DURING INITIAL STAGES OF CONSTRUCTION TO VERIFY SOIL CONDITIONS AND OWT5 DESIGN. TANK THAT DISCHARGES EFFLUENT FOR TREATMENT THROUGH THE AX -100 POD. UJ J EFFICIENCY AND TO PRESERVE VEGETATION/SITE FEATURES TO THE MAXIMUM EXTENT POSSIBLE- ADDITIONAL 6" -12" COURSE OF CLASS 6 BASE MATERIAL PRIOR TO POD PLACEMENT AND AFTER J BUREAU C]FL'ANQ MANAGEMENTK;�; ALL PIPING I5 INSTALLED- ADDITIONAL SUITABLE BACKFILL TO BE PLACED TO FINISH GRADE AT 36" 2 THE EVALUATIONS AND INSPECTIONS MAY RESULT IN MODIFICATIONSTO THE DESIGN THAT MAY INCLUDE 3. A BIO TUBE PUMP BASIN W/P500711 PUMP, W/1.5" DISCHARGE ASSEMBLY WILL BE INSTALLED IN THE � � Q . _: ; - �•. �`:' 2. INSTALL MINIMUM 2000L.F. OF 1/2 GEOFLOW WASTE FLOW PC DRIPLINE WITH DRIP EMITTERS ON .� '• �,�:� -- - '"-=�;-... .. �.�� ABOVE THE TOP OF THE TREATMENT TANK TO INSURE PROPER BEDDING BACKFI LL AND STABILITY OF ALL INSTALLED PIPING AND COMPONENTS. INSTALL INSULATED ACCESS LIDS AT SURFACE FIELD LOCATION ADJUSTMENTS AND REGRADING IN SELECT AREAS IF NEEDED. SUFFICIENT NOTICE Td THE SECOND COMPARTMENT OF THE 500 GALLON DOSING TANK THAT DISCHARGES EFFLUENT THROUGH THE GEOFLOW HEADWORKS FOR DISPERSAL THROUGH THE GEOFLOW DRI PLINE LATERALS. DISPERSAL U) W - � • �' � +••=�` 2'CENTERS. THE ASSUMED LENGTH OF EACH DRIPLINE LATERAL LOOP SHALL BE APPROXIMATELY ''- RADE TO PROVIDE ACCESS TO SYSTEM, INSTALLATION OF COMPONENTS, TESTING AND ENGINEER BY THE PROJECT MANAGER CONTRACTOR NEEDS TO BE MADE I N ORDER TO SCHEDULE THE SITE / TO THE FIELD WILLTIME DOSED. ,�; . . _v?r; _ ;y , 60-80 L.P.LFTHE DRIPLINE LATERALS SHALL BE INSTALLED WITHIN THE OPEN AREAS OFTHE FIELD SITE A5 DELINEATED ON THE PLAN. LINES TO BE INSTALLED AT MIN. $" DEPTH NOT TO EXCEED 18" IN ~. MAINTENANCE. INSPECTIONS. ':'::_ , ,,, ,•+ . „•s � � .��:- • "�' NARROW PLOWED SLIT TRENCHES TO AVOID DISTURBANCE OF EXISTING VEGETATION TO THE 4. THE MINIMUM SLOPE OF ALL PRESSURE PIPES PIPE FROM THE TANK S DOSING COMPARTMENT TO �-+ [] � J �.,'� L 21252420001 R134365 �.:s "`"�` ' :. ;_' PRACTICAL EXTENT POSSIBLE.. THE MINIMUM SEPARATION DISTANCE BETWEEN LATERALS 15 2' 4. THE TOP OF THE ADVANTEX PODS SHALL BE INSTALLED OVER A LEVEL COMPACTED COURSE OF ( ) 3. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE CONTACTED BY THE PROJECT MANAGER/CONTRACTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TIME TO DISCUSS THE SYSTEM THE TANK INLET, TREATMENT POD OR HEADWORKS ASSEMBLY SHALL BE INSTALLED AT A MI NIMUM 2.5% UPWARD SLOPE TO ALLOW FOR DRAINBACK THROUGH THE PUMP DISCHARGE ASSEMBLY IN THE J ❑ Q , :F2,150243 ,� ^ . _� • ke , "•�: Y M' , '"� " s . � ry' HOWEVER THE SEPARATION DISTANCE MAY BE VARY BASED ON VEGETATION, GRADES AND OTHER =212,1334�956r - �°� GRAVEL BASE MATERIAL. SUCH THAT THE BASE INVERT OF THE ADVANTEX AX -100 UN ITIS) COMPONENTS WITH THE CONTRACTOR, ANSWER QUESTIONS, RESOLVE ANY CONFLICT ISSUES AND TANK. THE INDIVIDUAL MANIFOLD PIPES FROM THE HEADWORKS ASSEMBLY SHALL BE INSTALLED AT J < _ 8013.159 -r..3' 21'25 1 440 0 95 7 t r `' EXISTING CONDITIONS WITHIN THE FIELD AREAS. CEO FLOW LATERALS TO BE INSTALLED AT DEPTH ie+"`'�++� • 4 r FOUNDED ON CONCRETE BLOCKS ARE A MIN. OF 6 INCHES ABOVE THE TOP OF THE TREATMENT SCHEDULE INSPECTION SITE VISITS BASED ON CONSTRUCTION PROGRESS. A MINIMUM 2.5% SLOPE UP TO THE AIR WAC VALVES AT THE HIGH END OF THE FIELD TO ALLOW FOR T w = 0 '`;2.1,25241.Ofl0,15 �� AND ROUTED AROUND BOULDERS AS NECESSARY MAINTAINING THE MINIMUM 2' SEPARATION. �I a. a TANK LID. J w ~ Fid ,�. _ CONTINUOUS DRAINBACK BACK TO THE HEADWORKS AND INTO THE DOSING TANK. Q 2E -' �' ' • �-1 � -"AS-BUILT"ELECTRICAL a 3. THE DRIPLINE LATERALS SHALL 8E INSTALLED TO PROVIDE A MINIMUM 15" OFFSET OF THE FIRST AND 5. THE ADVANTEX SECONDARY TREATMENT SYSTEM SHALL INCLUDE A SINGLE ADVANTEX ATC -1O0 FILTER POD, AN ORENCO BIO TUBE PUMP VAULT WITH A SIMPLEX RE PUMP 4. COUNTY REGULATIONS REQUIRE THATTHE DESIGN ENGINEERS OF RECORD PERFORM 51TE INSPECTIONS OF THE PERMITTED SYSTEM DURING CONSTRUCTION AND PROVIDEDOCUMENTATION OF THE NOTES (TYP ORENCO PUMP ASSEMBLIES) Z Q [� LAST EMITTER ON THE LOOP FROM THE SUPPLY AND RETURN MANIFOLDS RESPECTIVELY. THE 1" ;w,': • � ���; ey _ •k _ - BUREAU LAND MANAGEMENT DIAMETER MANI FOLDS SHALL BE INSTALLED AT CONTINUOUS SLOPE DOWN FROM THE MOST -CIRCULATION ASSEMBLY, INSTALLED IN THE SECONDARY CHAMBER OF THE TREATMENT TANK W1 2" DISCHARGE INSTALLED SYSTEM TO THE COUNTY AFTER CONSTRUCTION 15 COMPLETE. THE ENGINEER SHOULD BE 1. AN ORENCO SYSTEMS TELEMETRY CONTROL PANEL SHALL BE INSTALLED BY A ELECTRICIAN I N � � Q w DISTANT LATERAL LOOP TO THE HEADWORKS ASSEMBLY ADJACENT TO THE DOSING CHAMBER TO ASSEMBLY, RECIRCULATING SPLITTER VALVE, PUMPS P3500711), CONTROL PANEL AND CONTACTED AND NOTIFIED OF THE CONSTRUCTION SCHEDULE. COORDINATION WITH THE CONTRACTOR AND THE TREATMENT SYSTEM SUPPLIER/SERVICE PROVIDER. w 366 � (MODEL Z Z INSURE POSITIVE DRAINBACK INTO THE DOSING TANKTHROUGH THE SUPPLY AND RETURN •• 212524440959 ASSOCIATED PIPING ARE INCLUDED IN THE TREATMENT SYSTEM PACKAGE. THESE COMPONENTS S. THE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT SHOULD BE CONTACTED AT LEAST 4$ HOURS PRIOR TO ELECTRICAIN TO PROVIDE ELECTRIC SERVICE FOR SPECIFIED VOLTAGE RATING OF PUMP(S) AND ❑ ~ Q MANIFOLDS. THE RETURN MANIFOLD INVERT SHALL BE APPROXIMATELY 3" LOWER THAN THE SUPPLY ' TO BE INSTALLED BY THE SUPPLIER/SERVICE PROVIDER IN CONFORMANCE WITH THE FINAL BACKFILL OF COMPONENTS TO PROVIDE ADVANCED NOTICE OF CONSTRUCTION SCHEDULE IN ORDER E CONTROLS. THE POWER SUPPLY FOR THE PUMP(S) AND CONTROLS SHALL CONSIST OF A 20 AMP MANIFOLD. INSTALL AIR VACUUM BREAKERS ATTHE HIGH POINT ON THE TERMINAL ENDS OF THE MANUFACTURES INSTALLATION INSTRUCTIONS. TO PERFORM A FINAL INSPECTION OF THE IN PLACE COMPONENTS. The Garfield County Contact Ted DOUBLE POLE CIRCUIT FOR EACH PUMP AND 10 AMP SINGLE POLE CIRCUITS FOR CONTROLS. PANELS Z 0 Q f MANIFOLD PIPES ADJACENT TOTHE FARTHEST UPGRADIENT LATERAL LOOP IN THE DISPERSAL FIELD_ _-� White P_Environmental Health Specialist III.Garfield County Public Health' twhite@garfield-county.comr TO BE INSTALLED IN LINE OF SITE WITH TANK AND OR PUMP BASINS. - 6. THE 3" EFFLUENT RETURN LINE BETWEEN THE ADVANTEX POD AND THE SPLITTER VALVE ON THE main officeE. 970-9456614 x 8106 ( ) or 970 230-2442 (mobile) ❑ x '" 4- LAYOUT OF FIELD AND SOIL CONDITIONS TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION RECIRCULATION TANK SHALL BE ON A UNIFORM SLOPE TO DRAIN TOWARD THE TANK AS SHOWN 2. THE ELECTRICIAN SHALL I NSTALL ELECTRICAL SUPPLY WIRE I N CONDUIT FROM A ELECTRICAL SERVICE J OF COMPONENTS. MODIFICATIONS TO THE DESIGN OF SYSTEM WILL BE DEPENDENT ON ADDITIONAL Gk �, RAQARIMA RANCH EVALUATIONS AND ASSESSMENT WITH RESPECT TO THE SITE GRADES AND EXISTING CONDITION ON THE DETAILS. 6. OUR DESIGN AND RECOMMENDATIONS ARE BASED OUR SITE ASSESSMENT, SOIL EVALUATION AND UPON CIRCUIT BREAKER BOX TO THE EXTERIOR WALL OR REMOTE SUPPORT MOUNTED ORENCO CONTROL PANEL LOCATED NEAR AND IN LINE OF SITE WITH THE TANK RISERS. U_[� INFORMATION SUPPLIED TO OTHERS. IF SUBSURFACE OR SITE CONDITIONS ARE FOUND BE --] w FEATURES. �- 7. THE 2" PRESSURE LINE FROM THE SIMPLEX RECIRCULATION PUMP ASSEMBLY TO THE ADVANTEX DIFFERENT FROM CONDITIONS ASSUMED OR INDICATED, WE SHOULD BE NOTIFIED TO EVALUATETE ANY EFFECT < � Z 4 R150195 ,' . 5. ALL ADVANTEX AND GEO FLOW HEADWORKS TREATMENT SYSTEM COMPONENTS TO 8E INSTALLED IN POD SHALL BE INSTALLED TO ALLOW DRAIN BACK TO THE RECIRCULATION TANK THROUGH THE ON THE PROPOSED OWTS. IF THE COUNTY REQUESTS CHANGES OR MODIFICATIONS TO THIS DESIGN, WE . 3HE T SYSTEM QUALIFIED INSTALLER SHALL INSTALL ELECTRICAL DIRECT BURY WIRES FROM THE � UJQ -: i12r1�����§ COORDINATION WITH THE SUPLIER, CONTRACTOR, ELECTRICIAN, ENGINEER AND OWNER PUMP DISCHARGE ASSEMBLY. SHOULD BE CONTACTED TO EVALUATE AND RESPOND TO THE REQUEST. CONTROL PANEL TO THE EFFLUENT PUMP ASSEMBLY'S (IF APPLICABLE) JUNCTION BOXES ON THE w REPRESENTATIVES. AN INITIAL 3 YEAR BI MAINTENANCE SERVICE CONTRACT 15 REQUIRED TO RESPECTIVE TANK ACCESS RISER. INSTALL COLOR CODED OR LABELED WIRES PER CONTROL PANEL or_ Cn -ANNUAL •,' I PRISTAS BE ENTERED BETWEEN THE OWNER AND SERVICE PROVIDER, ADEQUATE ELECTRICAL SERVICE AND S. SURFACE DRAINAGE IS TO BE DIRECTED AWAY FROM THE ADVANTEX POD(S) AND RISER LIDS. 7. CONTRACTOR SHOULD REVIEW ANY CONDITIONS ON THE ISSUED PERMIT AND COORDINATE WITH THE DIAGRAM. INSTALL ALL WIRES FOR PUMP(S) AND CONTROLS WITH CONDUIT SEAL ATTHE SPLICE BOX. O JEAN TELEPHONE LINE IS REQUIRED TO BE SUPPLIED TO THE OWTS CONTROL PANEL BY THE ENGINEER REGARDING CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR AND/OR SYSTEM INSTALLAR ELECTRICIAN TO COORDINATE W/ SYSTEM INSTALLER. FOR PUMP AND CONTROL INSTALLATION. 9. INSTALLATION OF THE TREATMENT SYSTEM, DISTRIBUTION VALVE SYSTEM COMPONENTS AND SHOULD PHOTO DOCUMENT ALL PHASES OF OWTS CONSTRUCTION AND INSTALLATION OF COMPONENTS. INSTALLATION CONSULTATION BY THE COMPONENT SUPPLIER. FIINKEF2 OWNER/CONTRACTOR PRIOR TO FINAL INSTALLATION AND STARTUP BY THE SERVICE PROVIDER. jr w CONTROLS SHALL BE PERFORMED BY VALLEY PRECASTAFTER ALL TANKS, SEWER LIN ES AND J Q 5 - F STACEY � TSSQ C � - 6. OWNER/CONTRACTOR TO INSTALL CONTROL PANELS IN LOCATION WITH DIRECT LINE OF SITE TO THE DISPERSAL FIELD LINES ARE CONSTRUCTED. $. IF YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE CALL PAUL RUTLEDGE AT w [� _ KIM' [� SYSTEMS. REMOTE PEDESTAL MOUNT WITH ELECTRICAL JUNCTION BOX ADJACENT TO TANK'S PUMP 10. INSTALLATION OF THE ELECTRICAL LINES AND POWER SUPPLY SHALL BE PERFORMED BY THE 50PR15 ENGINEERING, 704 0311. :2-7 0 212525BASIN. ELECTRICIAN TO PROVIDE DEDICATED CIRCUITS & WIRES FOR PUMPS, CONTROLS, & PHONE LICENSED ELECTRICIAN IN ACCORDANCE WITH NEC, IN COORDINATION WITH THE CONTRACTOR CONNECTION FROM MAIN BREAKER BOX AND/OR REMOTEJ-BOXTO CONTROL PANEL PRIORTO ANDTHESYSTEM INSTALLER. FINAL INSTALLATION BY SERVICE PROVIDER. ' 8015116 ' R 132 11. INSTALLATION, STARTUP AND TESTING OF THE ADVANTEX SYSTEM AND CONTROLS SHALL BE ATE: 09-15-22 1,1`13 it ; 00 30 1 552DD1}3 7. LAYOUT OF FIELD AND TANKS TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF PERFORMED BY 5UPPLIER/SERVICE PROVIDER IN COORDINATION WITH THE CONTRACTOR AND COMPONENTS. MODIFICATIONS TO THE DESIGN OF SYSTEM WILL BE DEPENDENT ON ADDITIONAL ELECTRICIAN. JOB NO. 32101 AERL4L VICINITY MAP EVALUATIONS AND ASSESSMENT WITH RESPECT TO THE SITE GRADE AND EXISTING FEATURES- SHEET C1 G:\2022\32101ELK CREEK CAMPGROL}ND\CIVILNCIVILDWGSNDE\32101-DE-OWTs-4PLAN.DWG-Sep 15, 2022-3:18pm CL N N m N InN N v~ a W LA L7 a CL F. j \III ��",�<�---`_- GRAPHIC SCALE + { � l l II � -1 � 1 ` _ ` 20 0 10 20 40 80 I 1 l i I o _ 1 -- _ � 1 / ate,\ �� �__F'W%f ) JIJ//f Ire i4 1 x r I �� 1� 1 6 / �o � ` t / ( IN FEET) � l . f / __ �' � ` C -_ � � / 1 inch = 20 ft. f / / i \ 1 \ 1 �� I R i � � .. I / r r ,,a� ` 1 / I 1 / / / I / Cl � f ' Q / ; f , SERVICE AREA /-1 7 ri, / -- l �� / I / �f -r f ", l /gyp' I 1 r � l _ r PROPOSED OWTS TREATMENT WORKS / / ,3x - / � � - z � 1 M1500 RECIRCULATION 7EATMENT TANK 1 / / / 1 Sp 1 / /r -!s / M1000bO51NGTANK '/ / [ / / / r AX�100 TREATM NT Pan I / / / i -� 10 � z �� / / � N1 � _ G,OFLOW HEA! WORKS AJEMBLY I � � I 1 - Uj i /� / s \\ I- � / / � __ \ / / i f Wp -P. iI i -r s ,ax / / / _ r / / PI. 2+35.F19 \ ' 1 � r i /, jo / - � � __ r � / 4 \ 1 1 r t ,� •/ =� / / � _ - - � PT: 2+Ofi.04 -4ft r ,--V zf$ z p t r f f C / F DRI pC3 ! til . _ \ o / / / q� / 5 �__ i�Op� /+50 fi j � - P,i.2+1u.L7 _579 f J / / 5 . t•4 1 - / C N / ` ti - PlessesE�� / PI: 2+12.26 - J / / // 11 a � / - / / r - I 1+50 / E `F�,�,� / , XPi 1+,1.65 f I / - h�O -_ / / kit 11 �' ,,NC j�RIBUT' �PTr`' \Y �� �/ r /l// / I //� / / I \ i LPI: 3+09 571 - f cr+r nl� _ 8k - ^ � , J / / � /� // / J \ ) o ` / ' / ■ / 915 rJ !� ���� I Til / / J /fj //- 1 ] x / / I � - -` f ! -_ r J / / /,/ / / / � J j I \ \ PR -D OWTS SEPTIC TAN / �r -11 - f / / \ 1500.,SINGLECOMP SEPTIC TANKS J - / '/ f / / 1 ir 1 t 1 M1500 gNGLE COMPARTMENT DOSING `� / f / j / �I �- � -�rJ r / f / >r � r 1- / ! r r \ r / / / / f a �7�NIf wW ! I EFFLUENT PUMP A5 +1 Y f ` P7 -T / r - t - f r / // / / f / i -R f J f�MEb DOS -, �� ,-/ / / ! / 1 / / / / / /' / � -- I �� _-r ` / ' � r __1 / �, / \ r --!� I //f / / f! Z // f / / ,, -� y r1 � / r 1 / � � / o' / + % / � / ` / 1 I ! � / I / 1� �/ f ���oof '\V /___ // f/r f 1-1 J/ //z /r /1 4_ `�1 f';�11/// / f �r -- -- �'. . % 11 / ./ - __ / x / I / / r � � - � . / I / ...� --,- 5820 5820 5810 HF 5800 5790 Dr;U 5760 5750 I I 195.0 V i I . . . . . . . . . . . -DUAt I RVA& VALVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CYCLE, VOLUME AND PUMP FLOAT SETTINGS 12 Parameters DOSE VOLUME ICYCLE 116.7 GAL . . . . . . . . . . . . . . . . . . _ , _, , , , , , .HO HOUSED . FN VALVE I . , .... I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , TANK INLET INVERT I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , _ , , _ , , t-.,mrJeur• �­ w, r u.J■1 rr.,.l rA.ft.LD .,. - ryrr.l..,u.-1.:. L84eral Pipe see --�fiz D-gri Flow Rate Flow Meter 00 None J�. GEOFLOW BLANKS & m DOSE VOLUME /CYCLE 116.7 GAL LU reel Resmual Head Aman Fnc9on Losses caloulmons 0 Leet • friefik for proper It and algnmem before apoly4lg adhesive EFFLUENT TRANSPORT PIPE VOL 9.2 GAL DOSE VOL I TRANSPORT PIPE VOL 12.7 TIMES 3 . A16 VAC BALES= $810.95'f . --i. M,1smL� . . . . . . . . . . }" GE FLOW PC DRIP TU81Nir . - - TOTAL DRAIN BACK VOLUME 9.2 GAL ORENCO SYSTEMS Ax 1 DOSING TANK STAGE AVG VOL 28.5 GAUIN 7, ',. INLET1 IlV1l= 5794.92' . MIN RESIDUAL VOL DEPTH 1 30.0 IN MAXTIME ONIOVERRIDE DEPTH 1 16.00 IN MAX DOSE CYCLE VOLUME I 456.00 GAL TIMIED DOSE FLOAT LIQUID LEVEL SETTINGS M 1500 TANK FLOATiLLBELOW INLET INVERT DEPTH STAGE STAGE ABOVE BOTTOM TANK IN IN TANK INLET INVERT 0 61.0 TANK NORMAL LIQUID LEVEL 2.0 59.0 11 PROPOSED RADING TREATiViENT Pj m Los. mro,rp. Dls�.pe Inlet meals all abolcaw regulallans IMPORTANT -- eke at' rPaim,'idle zby premyfi m rYliem fl[S j%V ate tardyI Loss In Transport 0e Demme srsorn7F yuuxl■ater levels {worst rase scenario! pra,ndwaler reel Lo eretjft,blve 0.0 -- -- +iP END OF MANIF{iL f I r - .��N.:1 " DEPTH OF:BURY ACRa552.TR CK.P47}d & � zit"k 00 \-., --I / .A TREATMENT TANK "' I 11111 C -Ir 11,1k.1- 57!ao ci , 3.0 reel I lie la nk. .I . Rpm 1,14IISeries lank Dimensions i -- • IPIE . •im ' O Set WNr � - ` el' PehC Gb not cdnukee die installanlxr unit me lark and seems pass this 1psl. Wrof Letera194e+Zone . .DIS RIBUTION•ASSEMSL•Y 4!'X3.5" PIPE TRA 5ITION• . . . . . . . . . . . • . • . • . • . • . • . • . • . • . • . • . • . • . • -- � 1�, PVA Su),E,. Wke a 8arkfin dam ren �. t:+m tarok S:k7kl7NCs t6ln r7in. (305 mny a dd[ter alar 601n, 0574 mn1J Ne1enL i0. fi1 E1 Y2 7z INV= 5794.17' - EXISTING CT RDE - -- - - - - - - - - - - - - - - - - - - - - -- RETS RN MANIFOLC .rN>:kAOr&=n df181raufhofltx73Gt tmml [15491 1154131 (IR110 {re2�r -� �. _. 0Farkirmexcavation 413[ lower II into the earavaaan.p Ga:'' # .� .Theratk'sstadardd 861.25-Y).p2•mnVSdL.8PPYG. g Step 12t Odlermine the encaratim Wh and wldttt basad on the dimensions Taal Outside 9s gG at os irlg oil a arourlu Pse rarrk eecaiilliom. %0 - . � ' - - 85' � T. Add AqM Collar 11 ssa++Y1 -d`. Step Set Glue al bf me Wadspbrt Int pieces In 01108 from fee tanks discharge tD :. •neJ in Flr.ure 1 and the factors e01ow bramefer, m. (mint j243% 174381 C2WTP 126fi` Ste 2 p a' f w Dram the ole fo the deOlh and w d M determlred In Step 1, -- . . . . . . . . . . . • . . . • . . . • • . • • • . • . • . • • . F011or rh¢50 L}rBLI OnG r0 mak¢ an anlltkN ya cy Cpl 3r Tn0 mHat prpvl t8s 9N6 . . . . . . . . . . . . . •HE DWORKS ASSEMBLY • Clearance - Minimum of 38 In. (460 mml clearance on all sides of Ole lank. Talk !!actin Key Points: I .I . . . . . . . . . . . . . $1Bji ktake su a the Du k k kLe and LOrreCUy po�ioned td aNgn B e Cpaling lira hal11311or the tank eater if there IS gro ndwator to gra[W °•. �++ae, 4 : '. IfVIC= 5794.99' • Slope - I ire tic has tri be burled at the right depth for tree proper lab front the Ft.t•ta• FIa4 m. (mml PiPE INV-- 5791.61' -I ..It) . ' e P �. R -i", ]NSTALL 50 T. 4" PVC SLEEVE 70 d the tank's In et w th me bidding sewer aulet • The Colo is 18 in. 1450 rnml wide r B irL [1 50 semi thick with a 12•In. Math W fabric In o o • ," b• o �►� 18in (46u rnmY -IS -- bold serer Ib the tank a let and b meet I e r u abbns r xJ epD 09 n QUAL 1.5" PVC TRE EQ EFFLUENT I�Q51N TAN I BASE AX -100 PGL .25' - ,CONTAIN 1;5 ''EFLUENT'TRANPORT P p slope. Orenco reaxmmodis Y. In per fool Q4 mm ter meter) mvlimum slope fN TALL 4" PVC -- r ?' - ;ds Guam Soil S�My . 4 w. 8 In 1150 mml • o „ " INLET INV= 5791:3 • SDA type' - F the Llfi g loll rocky a u lsrahle do a ample, peat. tr Ic: a d- Immo n3031 113e3) 054%1 115*, bentem the buiiNng send Ilne and the tarx inlet. . step 4 Bpddff 0 Mkhom ftw mmlrnum mnpressree svengtb or 2506 psl (17.23 Wa). pees. as m5l' as.11a xwItrfs. are sfdmpaw by coriwchdoase. murk, Handrm, or very soft or highly expansive clay), 1lie Isle should be ami- bad fail in tie bottom la men at Duret 44 59 • Account to the necessa y bcddi g cep h when eacava egg. m Ptl 0•.-'� Seep 4a: rid rile rant y0i 12.18 In. (305.457 mm) a water Oeesured from the . me coca w ctrl -not weight - prdvdes die andeuoyancy. r' Y S�Pi IC•TAN Step tee: Instal and secure tiff amass riser IkXs) before beginning me final trcavamd and a grant a concrete pad stability. - _� -- . . . . . . . • FxL:a12E9 18 n.1456 nilnl [ielV1M all sloes of the rank 4 p a_ 8 . . . . . . . . ' PiPE LENGTH - - - - . . . . . . . . - - - - - - - - . . . . . , , , , 1000 GAL' ROSIN - - , WI P30 HH•PUMP ASSEMBLY 7 'NK , , , , 32' . . . . . INV•OU PI PE SLEEVE •EL•= 5778:08' , • •so '1.S"'T _ , , QLlTLE ANSPCrRTPrPP , IiyV, 5752.07: .IF INL FINLET . ,INV=5760: SEPTIi: NIC , , , , , , , , -- . . . . . . . . . . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1SW GAL RECI 400 400 5Ad 560 {1 e13 C1e11 Ran i22Ti . . . ULATiON ' For Irclsisofe sal, se[ a 5rm, L9mpaGed • Don't bxk41 with sand. alae 3+4-;,t. minus 119 -mm mlrisy rourLoed gravel. . . . . ap .r' # 2•' a. I - 5760.92'- ' 0 9aeklnY m ntiskeam Range -- , , , , , , , , , , , , , , , , , , , , , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TREAT NT -TANK . . . . . . I. . . . . . , . . . . . .PIPE-SLEEV . . . . . . . . , . , . -. . . . . . . . . 576125' - ) -- . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tank tx,oydriCy Can be OdLrM9t2Cled � a�lstYlg tlllllq deptll, by addlDA - -INV IN EL= 5776.5 ' - - - - - - - - . - 1 -LET INV= - ,r~ - __ -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . T.5" FVC OR HOPE - � JI----- . . . ] �,� - - - - - -¢ '61-. F 12=n. p0o-m q � em •: . Y na0ve Ill1 material dal ►st't usable- use 314 -In. milts (19 mm minus} rdndetl gravel, crushed stone. of pea gravel as all material. The fill most he tree or • FhW grade - Oremo slfon* recommends 3 In. (75 rilml of clea Ore gravel. a Send. , n¢.• • 'op .a senlemeht grid pmnxfe Support for Mm tank's wall. ramlmtDldS 6><frW1.4x 1.4 HM1YF 1152x I, -1 - 7 -.. ===q - NV deers. -- • Be sate Bial the tom panted Aad Covets M bwlders and rack edges, G x� o de Step Ask Fill ttie tank mtlt water to 419 m dsean nany. SOW 7d: pour a second 3 -In. (75 -mm) lift of coraete on top of the welded-mrs -- -- �.--- .- �.-- 1 CDMPMI50UGA .- . . W3SEPTIC T , A PRO}LE]{S, , - - - - - - , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , - - - - - - - - - - - - , , , , , , , , , , , , , , , , , , , , , , EFFL•UENT I) 51NG•TANK , , , . . . 7�. . . . . . 4. INV Et='5761.LP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 807 TAN( . . . . .� INSTALL.4" PV . . . . 11 • . a ° o - - - $180 9d: Add and compact addlAonaf fit metal in 24•In. jfi1U mmp efts 7o fad • Fill - Ilse native matBtial. 112 -in. of 314 -In- minus (12 -mm of 19 -mm rnnus) y 4 . G p' I 47 I& x 12..0 ffokA star (W r 305mm) pari to Lew dT piaLE, OF er9 EL= 5755.47' q grade. m d 0 ry. � M •--I N N N C I IN d Lm M rn Lp O m .••I !-r W r -I SCALE: n r`d n t.r'1 In CO Til CO n 0 1O " N N ? oa 11 -1 d Ln u l � Til n M1 .4 V � . 6 n n W .4 4 ern nil HORZ. 1---20' N N CO OH 4� m pj 10� � Uw N n M1 .--I " .-I 00 00 w _i n 00 w 0 n oa ac 6 n 00 w 0 Q1 00 r, QF C n n n .6 Q1 n r• Qt O1 n n rn rr r B1 n VERT. I =2D n O7 n n n °nG n r- ,O n n� LO Lb +� n n n to n n Lt7 k.6 n H F_ un 11'1 Lr5 Lit tI'1 Ler ill L!'1 Lit Ll'1 l!'1 Ln 11'1 Lr1 Ln Lr5 Let I.1 L!'1 Ln k1't Lr'i Let N Let I.1 cI'1 N U1 k 11'i 0+00 Of 50 1+00 1150 2r9f' 2+50 OWTS CONVEYANCE DISTRIBUTION PROFILE 5820 5810 5800 5790 5780 5770 4" PVC SEWEF 5760 3E TIE-IN 5750 3+00 3+50 3+92 1 -COMP M1500 GAL -W3 SEPTIC TANKS IN SERIES STEPPED MIN. 4" W/ 30" DIA, X 36" DEEP RISERS OWTS TIME DOSING CALCULATIONS 195.0 u."I, a•l ... fur of 111-P•aaurp-ay-IPI 1400 binrr•ramlrwl ADJUSTMENT FACTOR 1 6.5 2101 {uk CREEK CAMPOWIJD SYS3! 1600 GPO P30 TIMED D03ED CYCLE, VOLUME AND PUMP FLOAT SETTINGS 12 Parameters DOSE VOLUME ICYCLE 116.7 GAL DESIGN FLOW Q 1400 GPD 20.4 IGAL DOSE VOL I LATERAL PIPES VOL D.scharge Assembly 8ixe Transport Lanmh T a port Plpe C1 s Transport Una Size 7.Sa 95 40 150 -h.s. IDH Wes 29.0 ADJUSTMENT FACTOR 1 METERED OR ASSUMED Q 1400 GPD IN TANK INLET INVERT I 0 D,seibi ang vabe Model Mex Elevation Lie None 33 I.N Lateral Pipe Class TARGET DOSING CYCLESiDAY 12 DOSESiD t-.,mrJeur• �­ w, r u.J■1 rr.,.l rA.ft.LD .,. - ryrr.l..,u.-1.:. L84eral Pipe see and [he infer a11he lank. D-gri Flow Rate Flow Meter 00 None gpe Holes m DOSE VOLUME /CYCLE 116.7 GAL LU reel Resmual Head Aman Fnc9on Losses caloulmons 0 Leet • friefik for proper It and algnmem before apoly4lg adhesive EFFLUENT TRANSPORT PIPE VOL 9.2 GAL DOSE VOL I TRANSPORT PIPE VOL 12.7 TIMES 3 ren m L2 1 L'1 _L_ -,a•r Mr.r_1MY '_n.1 .lar. arm. e ■afsra TransporrAlvoty 47 FYieeional Head Loss.s L. -through Disrnage 2.7 Lose In Trainspal 40 LpssthroughvaNe 0o Lose Pnough Ro-.r.r q o -Am n Fndr.nLr,ases 6 pipe vat orT}anspon uaa 100 Pump R.quinm.nta De9rgn Flow ce ]IOD Rag r WI Dmn icHead 407 r,, reel reel reel re e1 reel gals gum ren m o r � s 15 E klrnlmum � e e TOTAL TRANSPORT VOL 10.5 GAL SUM TOTAL DOSE VOUCYCLE 127.2 GAL TOTAL DRAIN BACK VOLUME 9.2 GAL TARGET PUMP CYCLE VOLUME 136.3 GAL DOSING TANK STAGE AVG VOL 28.5 GAUIN MINlumes . ONIDFF STORAGE DEPTHI 4.8 IN DESIGN PUMP DISCHARGE RATE 30 GPM TARGET DOSE CYCLE TIME ON 4.5 MIN MIN RESIDUAL VOL DEPTH 1 30.0 IN MAXTIME ONIOVERRIDE DEPTH 1 16.00 IN MAX DOSE CYCLE VOLUME I 456.00 GAL TIMIED DOSE FLOAT LIQUID LEVEL SETTINGS M 1500 TANK FLOATiLLBELOW INLET INVERT DEPTH STAGE STAGE ABOVE BOTTOM TANK IN IN TANK INLET INVERT 0 61.0 TANK NORMAL LIQUID LEVEL 2.0 59.0 11 FNL Ofseaarge (epm) sr.wec...: - "C-: SEPTIC TANK EFFLUENT TO TREATMENT TANK TIMED DOSING CALCULATIONS - PUMP CURVE OWTS DEMAND DOSING CALCULATIONS CYCLE, VOLUME AND PUMP FLOAT SETTINGS 195.0 DESIGN FLOW Q 1400 GPD ADJUSTMENT FACTOR 1 6.5 METERED OR ASSUMED Q 1400 GPD TARGET DOSING CYCLESiDAY 12 DOSE DOSE VOLUME ICYCLE 116.7 GAL DISTRIBUTION LATERAL PIPES VOL 20.4 IGAL DOSE VOL I LATERAL PIPES VOL 5.7 ITIMES TRANSPORT DISTRIBUTION VOL 29.0 GAL TOTAL PUMP CYCLE VOLUME 195.0 GAL DOSING TANK STAGE AVG VOL 22.5 GAUIN 0NiOFF FLOAT SPREAD SETTING 6.5 IN DESIGN PUMP DISCHARGE RATE 8.83 GPM PUMP RUN TIME 16.5 MIN FLOW RATE PER ORIFICE I 0.01 I GPM GAUORIFICEIDOSE 1 Y TOTAL GAUAPPLIED DOSE C LCE 0.15 14 .7 5 GAL A G L DEMAND DOSE FLOAT LIQUID LEVEL SETTINGS M 1000 TANK FLOAT LL BELOW INLET INVERT I DEPTH I STAGE STAGE ABOVE BOTTOM TANK I IN IN TANK INLET INVERT I 0 1 51.5 12ND FLOAT PUMP OFF I 18.0 1 33.5 1 LV11"ANII&I'1111#101# 150 i shot SEPTIC TANK HANDLING, BUOYANCY MITIGATION. INSTALLATION INSTRUCTIONS Transport Pipe Class 40 a, I+.draul.lwd sae T.n3pgrt 1,- S�I _Series Tank Burial Step 1. Excavation and Installaiffo n Planning, cont. Step lc: Chetx L'1u lar anriLu0ya:lcy re[hnremLY;15. Step &: rest for WatertightnessStep © M T� 8: Connect inlet and Discharge Plumbing, cant. Step 8b: Dp; td :,¢ [ranapor[ lI':0 .4'1j ,:n•; 0rric-p bul.tr¢:i 't¢ :hulllln' 1 5.:.>'t'I L P-4.Ire mill. .Til Wut ei.rr.aa. 1r �r [r. h xi -.A. ser A. .kd N. El.vatlon Lm 23 plus laai.irpldLenge e4 reel Plpe class Key f4krk ktake see Ina[ all adnestves used are sued bek'xa perfonl[g me xsI C1 =M1l.M, old Pipe 5129 1-00 mores rwmoer d Laterals per Cell 16 • m areas wise seasonally high grouraftdler, a rninmtum taMt 6urd death at Latogl L" M 125 reel Lateral Pipe Class 40 t-.,mrJeur• �­ w, r u.J■1 rr.,.l rA.ft.LD .,. - ryrr.l..,u.-1.:. L84eral Pipe see and [he infer a11he lank. Before Y011 Begin ora.sire vaz 18 in_ 1457 mm) is recd mnerdad GrA. Spp.g2 LU reel Resmual Head Step 6m f q ore tank Inlet and o" (d present) vile a lemprrary, viaGe W pky. reel Piz MBI" • friefik for proper It and algnmem before apoly4lg adhesive -�.,� !nese in5uuchon5 befae nslagrkj Orencd s M•serles tanks. these blstrtdctens Dauer lank huriel wily. They do rldi address Instalatlm • AMbinyan y rneas res are sae speeeie with respeni m toll civuaderisrk:s arw 3 ren m L2 1 L'1 _L_ -,a•r Mr.r_1MY '_n.1 .lar. arm. e ■afsra 0 woor.aaTip..•i1p).t1�...ILw=.ariem er r *1R ..w lydr• r • A.Iwr ft 1,"'Am&w AN & m6�1}. k r Step 6b: fit the tan A1lh rrMel [G 2 k1. t,56 rrIn>) abmr9 tee amens nse seam. 741 a DM ahme atter LI A.. sJ m 1�ryl}wa rYa IdA•sle [' p.f !metra•! • The tank's standard inlet is 4 -Tin. i 100•mmi ABS pipe. !.' .n.ernal tank con rents. Correct krstallaflon Is critical for proper lunce0n. These tants are not approved for Lae with pontile water. �.�oiu gmPILOWa6g 0 ppm - NurnCLv lit oull-per Zone Supe m Total Flow Rate pw lupe12 rarrnoerd Laterals per Zine reser seam Cpm =1 Kay Phil7t Confirm Dia[ ale tel between the hdkang szwer and the laelkt I[reR or s 'E Tmnsportvnodry 19 • Talk hnyatmy regLerreNs are based an empty tanks dining periods d I Frictional Head Losses Stop 8c VW 30 minules for as reo-ed by local rules} and rispecil for leaks. m Los. mro,rp. Dls�.pe Inlet meals all abolcaw regulallans IMPORTANT -- eke at' rPaim,'idle zby premyfi m rYliem fl[S j%V ate tardyI Loss In Transport 0e Demme srsorn7F yuuxl■ater levels {worst rase scenario! pra,ndwaler reel Lo eretjft,blve 0.0 reel LOSS In Manllald . There should be F0drop in IqW leas and no eislkl leakage from seams, Peel Loss m Laterals Step 60: Glue all of Me lranspdrt line nieces in plaice IrOm the bullding sewer to reel & � zit"k 00 Flies anon! the lop d the tank]. Icrtds, PLYIp1Bs, Or other imlperfiCloni 3.0 reel I lie la nk. Step 1. Ex€a vation and Installation Plarining Rpm 1,14IISeries lank Dimensions • If necessary, mot *0 an ul*leer to address sol and grdutdwatter cord- e0 gars O Set WNr SeOp 38: A13ach ehair,s IN (ahl� m me lning Lrackert o Die 1:,11k'S rap- el' PehC Gb not cdnukee die installanlxr unit me lark and seems pass this 1psl. Wrof Letera194e+Zone 89a lAiPORTANR Ola r10: use orrmcr on ABS parts. IMPORTANT, Tank JopRr is medisureci Mn feat prdde to ft top of fire to* Lb Dimension ►11000P t11000G. 60115-W WWII tiers Irxiar specal sal mrr6FCr1;. Daagn Flow Rate &ddrLg • Use 1corw lifting g equlpmerlt lar We1gM s atYdl 700 lbs 1418 kg}. 5 6d uY119 Na Ion FeP fa¢ca Op s e1e rr the water IL'swl Bol nelorr tl1e nYed Wke a 8arkfin dam ren me uansppel line a wean me tam's a9d a and the � ry � t:+m tarok S:k7kl7NCs t6ln r7in. (305 mny a dd[ter alar 601n, 0574 mn1J Ne1enL i0. fi1 E1 Y2 7z 2' PLr�iRIR F10C81r8t1WF p rile! Tank S" 3b6 Carefully Dft the tank in1O postlion Over the excawarton and SIVNfy nl :he cube'. j dispers�alst .rN>:kAOr&=n df181raufhofltx73Gt tmml [15491 1154131 (IR110 {re2�r IMPORTANT. T -h i.i _,r' :cv ,;,. ,t,:tr!. and ferkraf safety tmi.ro lbs .deem work- 0Farkirmexcavation 413[ lower II into the earavaaan.p Ga:'' # .� .Theratk'sstadardd 861.25-Y).p2•mnVSdL.8PPYG. g Step 12t Odlermine the encaratim Wh and wldttt basad on the dimensions Taal Outside 9s gG at os irlg oil a arourlu Pse rarrk eecaiilliom. %0 - . � ' - - • DOe to a Jk s resting m the beddi make sue it's stalk and log t sh ll. g qL � T. Add AqM Collar 11 ssa++Y1 -d`. Step Set Glue al bf me Wadspbrt Int pieces In 01108 from fee tanks discharge tD :. •neJ in Flr.ure 1 and the factors e01ow bramefer, m. (mint j243% 174381 C2WTP 126fi` Ste 2 p a' f w Dram the ole fo the deOlh and w d M determlred In Step 1, 4 - ,�._ �e 'P ®' o � o . tMPORTAM[ KEEP sv07kers aw2Y h Tin >�° a,rau&don wh lA A1a41 r8 flet k. F011or rh¢50 L}rBLI OnG r0 mak¢ an anlltkN ya cy Cpl 3r Tn0 mHat prpvl t8s 9N6 o w- . . •Pa _ o Nle d>$oelsaf ndnl • Clearance - Minimum of 38 In. (460 mml clearance on all sides of Ole lank. Talk !!actin Key Points: � a..',% s.; x,' 9. ���1JJ% 'I g $1Bji ktake su a the Du k k kLe and LOrreCUy po�ioned td aNgn B e Cpaling lira hal11311or the tank eater if there IS gro ndwator to gra[W °•. �++ae, 4 : '. IMPOOTANt- . - or use cirew M A90Paris- • Slope - I ire tic has tri be burled at the right depth for tree proper lab front the Ft.t•ta• FIa4 m. (mml ics c- WA WA C266M 12565 t a Excavate deep wa* or the requirea slope between bx budding sew Yee ..It) . ' e P �. R -i", Uatlnea� d the tank's In et w th me bidding sewer aulet • The Colo is 18 in. 1450 rnml wide r B irL [1 50 semi thick with a 12•In. Math W fabric In o o • ," b• o �►� 18in (46u rnmY r.. Ste 9: Pertarm Final 8ackfirr and Cleanly bold serer Ib the tank a let and b meet I e r u abbns r xJ epD 09 n and Die rank Viler. iy O I Step 3di Remove the Chains rk Cadet frorn the tank 1305 mint welded wire the carrier. r a a.. a P p slope. Orenco reaxmmodis Y. In per fool Q4 mm ter meter) mvlimum slope Inert of in Heght Tin 51,3 51 3 fit 5' • 15rema recornmends a menlmum slope a r 4 m. per n {a 21 mm per mrelerl r ?' - ;ds Guam Soil S�My • The colas requires about 2 cublo yards (1.5 cubic nidsrsi d concrete Y& a 4 w. 8 In 1150 mml • o „ " aMPORrANT r,eiar GLgrra,nrg rhe lodlna"''L4, nr ke swe ese ff*1 aw LuDer • SDA type' - F the Llfi g loll rocky a u lsrahle do a ample, peat. tr Ic: a d- Immo n3031 113e3) 054%1 115*, bentem the buiiNng send Ilne and the tarx inlet. �e. . �:p 'P. step 4 Bpddff 0 Mkhom ftw mmlrnum mnpressree svengtb or 2506 psl (17.23 Wa). pees. as m5l' as.11a xwItrfs. are sfdmpaw by coriwchdoase. murk, Handrm, or very soft or highly expansive clay), 1lie Isle should be ami- bad fail in tie bottom la men at Duret 44 59 • Account to the necessa y bcddi g cep h when eacava egg. m Ptl 0•.-'� Seep 4a: rid rile rant y0i 12.18 In. (305.457 mm) a water Oeesured from the . me coca w ctrl -not weight - prdvdes die andeuoyancy. r' Y �r�j Placa orioued-rr•ke &t wk on CarcrefC Step tee: Instal and secure tiff amass riser IkXs) before beginning me final trcavamd and a grant a concrete pad stability. Height. Tin. W NFA 11245) {14731 • FxL:a12E9 18 n.1456 nilnl [ielV1M all sloes of the rank 4 p a_ 18 kr. (457 men} dearamx aa,1d I>;k Ia; y, hot:onli, to Support It from within and to Skirle Ir dgvm r1w the betldrrg. Step 7a: M3se a �cIdIY dam around the rank to use as a Form, li N. �I loF 18 in. W backfill. • Buoyancy - Things that Influence lank buoyancy Include ..- Imml • F t a base sal b ions ab 0, ow9rr orarate the 880th and set a frm, cDrtgecoed '6eo • 9rn0DOP 11WO Step Atz Bad roll a 12-18 In {S06.457 nm} lays d fell aroud [he Tank wide ft 50 mm N 466 ro. i ' tie 4- 1 - 1 Slop 96: Bab a 2 in {6 0 semi a e W 01 Rrate tU a cued the lank - H yh groundwater - S9aso[1a1 high gr0urdvater Dr i1o015ng weight lbs (kg) 400 400 5Ad 560 {1 e13 C1e11 Ran i22Ti 5a4e d 4idn. Ct9•mmy cnRhed ecce 1>eFOra placing the bedding. • n IS [O the np[fpa the For Irclsisofe sal, se[ a 5rm, L9mpaGed • Don't bxk41 with sand. alae 3+4-;,t. minus 119 -mm mlrisy rourLoed gravel. • yrSddl h measured ban itis tar'p's wall above me midseam flail 9e ap .r' # 2•' a. • Bort'! DKWHI whit sand. 0 9aeklnY m ntiskeam Range - kettle sol] 0orldttiorls y7rrle rd9p5, a Cp1rTCHe 11a5e neC855ary slabrize of Crrwil 0rL F have any 60u11t annul lfle SOr$ aTiilyr m SuppnR the tank, base of a cowete baa gushed crone. or pea gravel as fol maledal The FI mars! be bee ice debris. Step 76: PCLn an exert 3 -in. (75 -mm) tri of cmerate seta the tum. '4 q a o ° . 4 �Ia � Fham rl find marenai t.:7 rr4i'fF'e°'s4aa pr =r sad '.erY soft lr tighfy e>gnn- • Dart use nalNe material id• fig d it's finer - HII male Lal n e Wr 1 r4m an leer, • Laye ng a 541 nx roacling aren't ecessa y usrag 6o vaWe aricrsle, dtt tlan'r . ;o. a I o . q slwe clay; Or if tt cOWdit delxls, rocks I> 3A -In. a 19 -mm sharp rocks. y' )' Tank tx,oydriCy Can be OdLrM9t2Cled � a�lstYlg tlllllq deptll, by addlDA ❑eare a tlu[rjyi[ condi0on to the talk while ar p Sap 7c. PDD.- a condriums 124n.1305-mm1 width of welded•wlre 3adsc do lop a, c . , . tit, dr muck of supplemental W02SL o by a ooftlrlatlon of gee Melt. Slap & ika a maOtwical wmpWor io melee a bad at IWasr 4 n.1107 mm) thick d 112-x1. n 3r4•n. mhos l: 19 em) mLoded graud, biAhed darts, Pae � mcisioin a .. r utarml fit recess" StePAD: LLsing a meed anleal c0nlpacyo, Floruugnly compact the 111 b mill of tee coivetc, around the lank, • I.YI'Sraa 152 ktYr9.119.1 -¢ '61-. F 12=n. p0o-m q � em •: . Y na0ve Ill1 material dal ►st't usable- use 314 -In. milts (19 mm minus} rdndetl gravel, crushed stone. of pea gravel as all material. The fill most he tree or • FhW grade - Oremo slfon* recommends 3 In. (75 rilml of clea Ore gravel. a Send. , n¢.• • 'op .a senlemeht grid pmnxfe Support for Mm tank's wall. ramlmtDldS 6><frW1.4x 1.4 HM1YF 1152x I, a -0'a I width around sear . c deers. hCht'eerl the bottom of the irutMed access rlser WWI W inal grade. • Be sate Bial the tom panted Aad Covets M bwlders and rack edges, G x� o de Step Ask Fill ttie tank mtlt water to 419 m dsean nany. SOW 7d: pour a second 3 -In. (75 -mm) lift of coraete on top of the welded-mrs G p. 'Ono .. d a 0 7 • • Layering and cnmpaciing aler r necessay when using flnwahle concrete, Step I b: D atarmile 614 type (it b6ddlIN and rill realer Ia{s deeded. which Can damage a tank ,tw ire full or kquld. �' c S ' ' a nig Val - 9180 Ae' axlnn,e aonng arid oompac0ng Cackle rtlalsrlal In Ills d 12.18 n. idbnc' 01 1.oa ,. but be sure rqC W Create a bsr0yam mnd¢10n fpr the taailt while pouring. • Beddi p g Use compacted 112 -lin. or 3r4•ln. minus (t2 -mm 0r t 9•mm • e tisIng sand ter eine heddmg uWarlal, lighdy in i8len me sand to oompac[ Ir. Oo . .6 a.a . cnnp;co n� ; . OD5.457 mmi, b a level �t bdit" the milseam targe. Step lir Allow the coronets to cure be a niNmum d two hoes pr idrlgal, d � low seCandcorraere lin 4 c d a- F[ SiBp 9C Yka a mLaCharic2F cvrrLpTtlor td >tLactar�ly CnmL�ci lh9 fol. minus) rounded gravel, crVStted stone, pea g ravel, a sant. Ito not mi rade rt, n the unrieryng base sal rrlary become unstable. xs .q d a .4. dr • E3Ch 11t5110u1tl be u0folm 3»d d 5431 L xarld tle 901[? lank. si llcslhtel so dial it's ha d ena,gt for the trial bead l[. • . a ° o - - - $180 9d: Add and compact addlAonaf fit metal in 24•In. jfi1U mmp efts 7o fad • Fill - Ilse native matBtial. 112 -in. of 314 -In- minus (12 -mm of 19 -mm rnnus) y 4 . G p' • Don't backfll above tel° T1e19eM1. 47 I& x 12..0 ffokA star (W r 305mm) pari to Lew dT piaLE, OF er9 q ' - • . o q grade. rDurlded ravel, crushed S{OtILr a Favell !% fkawadB CO[aY�e. 9 Pe 9 a'p - o• s' , COrmr.xod heddrg seas Meal, 4 n.II00 m ry thiol spa - _ rallk d s n lsean ' xW & ftw W Tia (llmlpeww" � s; rete wdA wxkisd•wre taWlo. This r MWr4s rFhwf rico ix 7i velar 13 m l W r crew. p . bM�' .o a © Ade net t0 Bnaf grade . Make sure the fa k� access reser ester ds a mlNrndm of 3 it. f75 semi above Na :� • , ! . A. v .n !treat grade to ensure proper drainage away from the risers. • [kir'l use sand far fill material- e � '. b. - - -- - - - - - - - - - - - - - .q d the aocess nwrisl have not Lean msmited, Install them rierv. Stcp S. Connect tete! and Orscharyc Plumbing va".0 '. P.. ¢• 5rar 5lapte5 a.var r,pen ltle riser; 9e: 68Cktlll all lulnhdn and b0fldud nuns. Ston P g • C1tlr f tnSESantl a5 teoHfng ballfra in Clay or a pSdd5A B Sol l5. - top Lia: Ir x l us:i : ailuaJy Lxa n aura, bwdlulu 0'e :s _inches ler the iglat and m, q. a ,v : ° PO 3'" rL52f 91!5 3 vt. fw5 rt»g BCFr2 firgl grado _ • Gh rpt atter rhe shoe W pees d vi p backfdJ g &ace r Tim a pace rr B m • DWI use native malerial lice fill if ad primxhy sa ld, yery Salt or f ,gIIly scharge phfmhry llnes, according ro al anlicahle regulaliom. I o � p5•mml YF en,.ti . o i m CmlWfw Odds 811a mein cave wy OR xaevd Inn m. esglansht day: or s it e0ofarwss r,Ws, fx9e rocs {> �3-Tin. a t9-mm1, �a 'sea t F �dPp ! _ . '^ r7 ? rT ' - sharp rocks. pear. a fnL6. n C� .-.P... .............. .e•,....._-, -...-.......,- .... 32101.ELK CREEK CAMPGROUND SY',3 f 1400 GPD EFLU D,STRITa GEOFLOW Parlmrters 1A=harbe A6sArn*Si..a 150 i shot TranSpert Lergar 83 reel Transport Pipe Class 40 a, I+.draul.lwd sae T.n3pgrt 1,- S�I 5D orches Di6trlbulinr Valve Wdel None L P-4.Ire mill. .Til Wut ei.rr.aa. 1r �r [r. h xi -.A. ser A. .kd N. El.vatlon Lm 23 ren laai.irpldLenge e4 reel Plpe class 40 C1 =M1l.M, old Pipe 5129 1-00 mores rwmoer d Laterals per Cell 16 14Mdie Latogl L" M 125 reel Lateral Pipe Class 40 t-.,mrJeur• �­ w, r u.J■1 rr.,.l rA.ft.LD .,. - ryrr.l..,u.-1.:. L84eral Pipe see 1 p0 +sees ora.sire vaz ..rhes GrA. Spp.g2 LU reel Resmual Head 1 reel Piz MBI" None w he8 'AdO-on' Fndmn Losses 3 ren m L2 1 L'1 _L_ -,a•r Mr.r_1MY '_n.1 .lar. arm. e ■afsra 0 woor.aaTip..•i1p).t1�...ILw=.ariem er r *1R ..w lydr• r • A.Iwr ft 1,"'Am&w AN & m6�1}. NE; Calculations LI A.. sJ m 1�ryl}wa rYa IdA•sle [' p.f !metra•! r fpnlmum Flow Rate per orifice 0.01 0 ppm - NurnCLv lit oull-per Zone Supe m Total Flow Rate pw lupe12 rarrnoerd Laterals per Zine 2 16 Cpm =1 % Flaw .rteremlal l cOLasi. armee 10 o s 'E Tmnsportvnodry 19 1p. c I Frictional Head Losses m Los. mro,rp. Dls�.pe 0.4 reel F Loss In Transport 0e Leel Lo eretjft,blve 0.0 reel LOSS In Manllald 21 Peel Loss m Laterals 0.0 reel Loss rrgupr Flowel 00 Peel Arran Friction Losses 3.0 reel Pile■ trdumes wiil of Transport LM.e e0 gars wmr of Marvrf"Id4s gars Wrof Letera194e+Zone 89a gars Tidal Wl... 102.8 gars rain.num Pump Requlrements Daagn Flow Rate 1x2 -.C, time Dyri mimiead -.s ren I■■■Y■■iI■■ W■■Y■■■■■■■■■■■■■1 Not Discharge (Spin} �11 � . Pp 0 ��, r ' e I . [o 28377 1't�'eci15,022;�� ' � �;'IQNAL ccU) ILLJ w O rh J Z M TREATED EFFLUENT TD GEOFLOW DISPERSAL FIELD DEMAND DOSING CALCULATIONS - PUMP CURVE 4ea11<iw 34absutlrce DtipLine Dispersal: Fi*}d Cakullillirtion 1•h []ta.xaar..h: HK C"]e�i i'.1Ar74�JLAt} r,arri STM gE[1L1' Pool. lrWlPriSF-y. dal b Ork: Y1 Fr1rw hL, Awd d.rm..d.&r A.J.r ■.low 1-1lo Moe, T]w a.r•Yelied ran re rural. r.,claw'. Lk.w. and 1ataLlaaf 111-1.1 ...xFt I«nA �..L.wNI.. u si ...►�e�. ! AWfaibwa e 6 Della.■! I -W r lnec i-sil ,am a, I+.draul.lwd sae ...- A.dm.orl. .. w -r -�- used .axa a •ter �Q L P-4.Ire mill. .Til Wut ei.rr.aa. 1r �r [r. h xi -.A. ser A. .kd rri etc n 1aac. teAwua NAliktlii,ll ire 1 L Pf ]IYJIY.dY r 3a' Q D. Yrdweea W p Y7Fl3Dr4' fie.. � L C1 o :� n. -F 111.uw7irae.Fkut TREATED EFFLUENT TD GEOFLOW DISPERSAL FIELD DEMAND DOSING CALCULATIONS - PUMP CURVE 4ea11<iw 34absutlrce DtipLine Dispersal: Fi*}d Cakullillirtion 1•h []ta.xaar..h: HK C"]e�i i'.1Ar74�JLAt} r,arri STM gE[1L1' Pool. lrWlPriSF-y. dal b Ork: Y1 Fr1rw hL, Awd d.rm..d.&r A.J.r ■.low 1-1lo Moe, T]w a.r•Yelied ran re rural. r.,claw'. Lk.w. and 1ataLlaaf 111-1.1 ...xFt I«nA �..L.wNI.. u si ...►�e�. ! AWfaibwa e 6 Della.■! I -W r lnec i-sil ,am a, I+.draul.lwd sae 041 rr era. A.dm.orl. .. Lr.ato pae.wae fW. illia4rr: Yt :-i L_ -r -�- used .axa U, i L P-4.Ire mill. .Til Wut ei.rr.aa. 1r �r [r. h xi -.A. ser A. .kd rri etc n 1aac. teAwua NAliktlii,ll ire 1 L Pf ]IYJIY.dY r 3a' 4 R D. Yrdweea W p Y7Fl3Dr4' fie.. � L Gr 'Srrtla.J . 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D W G - Sep 15, 2U22 - 3:22 pm Z a 5 UJ In iv � r r W 00 r W 4T ~ z o 0 :;� Q r__ a am C:) m � Lr) ¢ LL U lif Z LF li � ❑ mow�// LLNONE LU � LJ ATE: 09-15-22 JOB NO. 32101 SHEET C1 LJ i d W J W 0 D 3: J 2 � H (.)� I Q LU ATE: 09-15-22 JOB NO. 32101 SHEET C1 LJ FINISH GRADE 6" ROUND VALVE BOX P��O• �� (AV BOX) ADD INSULATION r �' GEOFLOW IN FREEZING CLIMATES ,•� r AIRIVACUUM 1.0 BREAKER 1" THREAD DIAMETER APVBK-Z 28377 SCH. 80 NIPPLE - Ap 15. mv a7 rJ LENGTH AS REQUIRED Y�+�'•.,•••, AL' 44� BRICK SUPPORTS1�� (THREE) 0 PEA GRAVEL SUMP w O I - r� PVC PIPE AND FITTING GC�Q�O� 1" AI R \NACU U M BREAKER 522 SECTION {PLUNKED Ta PVC} Not To Scale z d�2 EOFLOW 8 AIR VACCUM BREAKER DETAIL M Wm } W z z o w � � U W 2 ❑ ❑ U AIR/VACUUM BREAKER (PLUMBED TO PVC) Fr WITHVOOWHEADWORK( 64 AT HIGH POINT OF WITH VORTEX FILTER JZOE AND FLUSH VALVES }~ 1=1 AIRIVACUUM BREAKER PAVED, GRAVEL NATIVE OR -- �r - �� -I II in PRESSURE REGULATOR LANDSCAPE SURFACE5 CN II FV FLUSH VALVE r LLU U r 0U I � ZONE VALVE X, X1 � ; % / W Q �"�6 II CHECKVALVE �~ '~ �.a 6" MIN. \ SELECT COMPACTEDTERIAL ! �Oii LU Z Q 11- � IN DEX VALVE I ~' PVC SUPPLY MANIFOLD TO 95% STANDARD PROCTOR Orenco Fiberglass Tank with Effluent * Pumping System - Simplex a ate':"' Y -- y � } - ""°�" O ff= o 20 I- 6" MIN. BEDDING OF CLA55 6 AGGREGATE BASE _ $Cdl�'1•-2 - Pargl TW V...INrSi �pptifalyPV0GPl Nldrtel nl0[NI Mi4�$�y3t0r"9� e 1 a,r MWE , Anb. W ` 11. - � �...... wear— r� 1 �I LL Q U COURSE OR SUITABLE ONSITE MATERIAL ��• . Err I„� F6epneef ekeae tlwM srw aaa �,ra-�rz ""� _ t,�.. � V� ►`I �■' �' ' �� ' ��i I sibarglass ne9elotl Lb ar s S1.1 lots �I.� 5W Orvmd Axgy`m Riser Rlea•xnn [r°mmer[e] `Zr Z I .. r...l IS]�IEIR' 9GEiH€Sh! TRENCH SECTION PVC OR HDPE PIPE DETAIL MJ.n rV0 Cwe1A[Seel kbAl— Aeesmby TORHM: 1511} rgp�t9t 0.' '•— — — — PVC RETURN MANIFOLD -�- -� SD.R'-,?s OR 26 SEVER RIPR rO TANA' INI, 7' Mudd ,Mar„ WAW To L4nhol P°W Effl•an Dmerpe HIGH POINT td- OR $ ' TO 4" modw W r ter- —rr - �- - GEOFLOW WASTEFLOW DRIPLINE I I AFIN GRADE 2% RA'lAf ER {f/4" PRR FOOT) RES UR.EOPPE SAAR n_—�w4 1-Iso-�sdr as fes ce»��raw� Pmm�ry Qusabrrr 960 GeR¢¢r r++ 4 ❑ - - �� rs� � w,r n Filer C-Mv. u A�IDN7 s4 r ert er S¢ornrdery L'kmn6er. SR7 Gmnoxs r � �Inl - � - � - ��I I Imo[ N®u�a n:.•x�ma r ArarmJr L77 P..P v_ u c6¢¢.ba �,,,, _ �, _ _I I GRAVITY PIPE PRESSURE TO GRAVITY PIPE DETAIL r mm Orenrn F6erpass -tank �rOverJl¢w �� Patents i x,939,323 8 6495,478 At 6981$7(} ForamPo1eMs May +4m4 A d¢I How-m-EPs-�RPr-1 CLQ©IOC,L7 leavfkw pHMjj, Gran. Svtem -® Rev- 3.1 03 11 TYPICAL HIGH HEAD PUMP ASSEMBLY 150 WASTEFLOW HEADWORKS ULTRA Vortexl. "" "� 1r� GEOFL� 1 4-0« � CONFIGURATION SKEMATIC 30"0 Ancrar 17A SLOPE LAYOUT FOR SINGLE ZONE �Sr r WASTEFLOW PRESSURE COMPENSATING DRIPLINE Hot To SE le 09-02 GEOFLOW SINGLE ZONE GEOFLOW DRIPLINEFIELD AIRv�nIr3"n�IPr - • .. TYPICAL CONFIGURATIONS SKEMATIC • • fd 3ilOP-W Tank TooDefu1 z GEOFLO SEE SPECS DRIPLINE STEFLOW TM ClickTight Controls Package 4L 3 CrIar�. I I I pplications General GEOFLOW WASTEFLOW DRIPLINE renco's ClickTightT" Controls Package is an integrated set of waste- Orenco's ClickTight'" Controls Package is a complete, integrated pack- 71-12 ter controls components designed to provide secure wiring con- age for making fast and easy wiring connections. It greatly reduces the ,-- �,• �,. ,�. ections. It connects a pump, up to four float switches, and a control risk of electrical failures due to moisture, faulty splices, improperly 1_ GEOFLOW LOCKSLIP COUPLING {LTC -600} nel in an onsite wastewater system, without the use of splice boxes, installed waterproof wire nuts, or corrosion. � field -spliced wires, or watertight wire nuts. It also eliminates the need The ClickTight Controls Package includes... 1"PVC RETURN UNE WASTE SUB MANIFOLL) ar conduit sealing. • CIICkTightT"" BLANK GEOFLOW WASTEFLOW DRIPLINE FLOW FLUSH LINE Fhe Orenco ClickTight i5 UL -listed for the US and Canada. • ClickTight control panel MISOOP-w Talk Side Detau seu°_t Mi311nP•W Tank End Detail PVC ELBOW + Up to four ClickTight float switches • Optional ClickTight pump adapter plug* nisdaimer ogre R•ux nr.$ a. � �.".-..- .w'?9 w""".„n`w.:nro,"vrnw''a �'+`;'.rr": �.:e'+�.• wDrown QASsola; 1'• 7-0' M15DOP-w By. 6H l ReYrcxed W $heat 1 OF 1 GEOFLOW LOCKSLIP ADAPTER PVC TEE 1"PVC PIPE 0 CNckT0t•coWffbM PF-swW eh9ueot pumps amal�AaW. S Y S T E M 5 DESIGN AID File Remx ul urm9r Rev: w Oole:4f 19/2077 (LTSLIP-500) GLUE INTO 3f4 INCH PVC p See NM-aK-1,cnck71g1tPmduct5•1urr7re+welnlwmaiion. 1 " PUC SUPPLY LINE MANIFOLD Product Code Diagrams d SUPPLYIRETURN PIPE CLKP'0-❑'❑"❑ r�,r krrve�: W 0- � MIN. DEPTHOFBURY2' TNmp ToMY x!]]3mhD J Z PVC TEE D C�2@M@W LOW END SUB -MANIFOLD cord adapierpplion: rar.•Cz1mr 655 PA = Pumpcord adapter C—a wex1 z.d- 1jw�Im WmY kft Wb¢•n r. 7k.y Uj SECTION PVC PIPE Not To Scale NA = No pump cord adapter included H-9 aep.-k,*e&,W. •m4ruo�y�� bpm .tk--ftd¢r �¢¢ S MW9 W -J pjF�m¢�p¢rt �e T" be it 1. nurcq� U — PVC PIPE 08-02 GEOFLOW O i nCable e��l [ml: ,,,.� P-pvd9ccuodary d U o � J 6@[tel MANIFOLD CONNECTION FEED) GEOFLOW SUPLY RETURN MANIFOLD DETAIL Fbat$wi[cl, cord length, (m); 4 ht�ber ��'ry J � ❑ Uf) 0- (END Via= �� -....�,��¢ � J < � 0- 511C�CQ[ SECTION BLANK GEOFLOW WF DRIPLINE RISER ,� a, , �k. ¢„ ,.,��e, �a,,,,aJ,� ¢ ¢ ,,........ W � a Not To Scale 09-02 GEOFLOW OO MANIFOLD CONNECTION DRIP LINE DETAIL FINISH GRADE-- SCH $0 UNION ConWpanel; floatWitches: 511 = SI; 3P 1411= MVP-S1DM; 3P 512 = 51ETMCi; 3P M12= MVP-51DMHT; 3P C 513 SIHR; 2P M13= MVP-SIDMHTSA;3P '�'^�r,� .,,,��,,,„,aw.n 9rw,,,bn+wb+r ,.a ¢•.mwaw.• �n „b R Nb ••��%�� l rcrr r�¢¢ar+ary S85mi a� m 2 z !Vl � 4+ LU VALVE BOXY = S14 = S1PTR0; 2614 M14= MVP-SIDMHTMTSGR-NC; 3P Prima chamber JOWA — ""'v'^" A""'r"^ ""�� "•�"'� 0" " °"r Z Q o LOW S15 = SIPTROETMCT; 2BN M15= MVP-51DM{DEMAND);3P 516=5�•1RO; 3PN W1=MVP-S2DM; 3P A�. rcr, Lam• - �• +re m.-.wr�b �• • � m ¢¢. +��w��-���w.e. nx.¢,i„��rrnr><rn.r�r.,q�n,.m�.,.�mrw+uet�ke�,a�ar+.d,mnr�m�4+a•h�.as.. nE�..rwr ., e.�r �wwr mnnmapw Mn»p arrm FnW Mmm n,ra'akwiwW fd siusf���u�Iarg �e W f VORTEX FILTER- PVC LATERAL LINE � 517 = S11ROEIMU', 3PN M22= WP•S2DMHT, 3P SIB = SIROETMC-M; 3PN W3= MVP-S2DMHTSA;3P 51g = MAOMTSW-NC,3PN ¢�n'r mn �n � m a, a one dm M• s r. m, ¢+w r• n mi,min �tr`.r.b .rr�s . rs �, +m««i¢.dr, ,.r rm¢m. re .ni�,+ww����, ,,:nrn�. r�._.N,.cvs£ � r � �;.M AJ Q. 0 z W 1" PVC COUPLING M1 WD T•n Tu ,all �r�«¢„r.a�.a,�.�� b �,.fi,� �nw�L. e�„a,p„ o PVC MAINLINE � 1 PVC COUPLING ry ❑ickTlght c4nlrois package �.� , - �:r,• Haig aiuh¢nM¢ rrt►r.a� Faa.>.1�•.ryp.emwgfoen..deeria NmidLipodnPaiP'• 199Y,d s a GEOFLOW WASTEFLOW DRIPLINE PRESSURE GAUGE 4¢¢¢u,+ .SFyx• W U AIR VENT n n FIELD FLUSH limuhrtiuv vptloprrl ----F__ Cf'rkT f� ------ _11_D%A-W bd( xh r �i �„yy ei�°° EE ❑ I— Z) GEOFLOW (LTSLIP-600) ADAPTER FILTER AND FIEL VALVE yil FLUSH LINE IPS FLEX PVC � (BALL TYPE) 7�O JOWA= •,:•-r8 ¢ALi z;+rArRui:•.d.bYAh,u,k 9.5 - ,A r" 4W ,i�y„in:, Ami�Rruwk nevflorl Iti ;r.r. 81.x.. rrm, � .�M� C) J Ez d [ j �` 1" PVC COUPUN sc�f $o UNION } •�" � LLJ GLUE INTO 314 INCH PUG. I 6opF• /xF5 •xir. l..£. ^-�— � OR OVER 112 INCH PVC r a, �°"°'�^°°""�"� W (�1] Cf) �(� BRICK c • , . ¢ 11 LNJJ r - - SUPPORTS -� e a° (ONE AT EACH � CORNER} 3r.3 '� � 1 u r7R•�:i 11-0 Cn aha ,� F eu,, LJJ - 1 CU. FT. PEA J 0 GRAVEL SUMP ,. W PVC TEE ClickTight'" control panel MtONTan sloe Dmil �. - htlOpl Tank End Detail nom" PIPE ClickTight unit Q I CIIckght 1W switch .o...q„r_ � rbr. r a x er aw n.•a r�� �¢��,�'�"Y,�y; ,"���' Meander Tank 1000 WiM1 gY a4s. c37 sf� F, 2•-0• , e� .e.b x. wk w Pump Discharge A—& W4 rSPVC o _.v. r.:F—„r r a DESIGN AID I Fie ilma: —War r we I Ker. 3.0 Oatx rtmazozr �GO[Q[JNAN I F0 LD CSN N ECTI ❑N PVC T� ADAPTER �G C`r'Q SIMPLE WASTEFLOW HEADWORKS BOX - MANUAL "�r'��(°�r'°” Oug coW ackVW not shown) 504L5 576 1000 GALLON MEANDERING _SEPTIC 'AN DETAIL Nat To Sral e SECTION SECTION SCHEMATIC Not To Scale Orenco Systems" Inc., 814 Airway Ave., 5utherlin, OR 97479 DSA • 8IX1-348-91343.541-459-4449 • www.orenco.com tiro -Cut -2 ATE: 09-15-22 Rm 4 0 12118 JOB NO. 32101 Page, of4 08-02 GEOFLOW 09102 GEOFLOW MANIFOLD CONNECTOR DETAIL GEOFLOW HEADWORKS DETAIL G:N2022N32101ELK CRE EKCAMPGROUND\CIVILNCIVILDWGSNDE\32101-DE-OWTS-4PLAN.DWG-Sep 15, 2022-3:23pm SHEET C3