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HomeMy WebLinkAbout505 Lark Sparrow Ln - 194122201005Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY ress 000505 LARK SPARROW LN WOLCOTT, CO Owner Information Address Parcel No. 194122201005 Scott Schmidt 2487 PO BOX Phone: (970)926-0986 Edwards CO 81632- Cell: Engineer(s) Phone Inspections: ECOGNITIVE 888-406-2289 For Inspectionsc.11: (970) 328-8755 Inspection IVR Contractors OWTS Final Inspection 095 () License Number Phone Primary Contractor Septic Smart (970)343-0229 Yes Permitted Construction / Details: INSTALLED A 1,645 GALLON, THREE CHAMBER, PRE -CAST SEPTIC TANK -WITH DUPLEX PUMPS IN THE THIRD COMPARTMENT AND A SEPARATE ELIMINITE UNIT CONNECTED TO1,500 SQUARE FEET OF ABSORPTION AREA CREDIT VIA75 PRESSURE DOSED, Q4 INFILTRATOR CHAMBERS IN A SHALLOW TRENCH CONFIGURATION CONSISTING OF 4 ROWS OF 19 CHAMBER PER ROW AS SPECIFIED ON THE DESIGN DRAWINGS REVISED ON 316107. CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMI,TAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman August 22, 2008 Issued by: Environmental Health Department, Eagle County, CO Date Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # Building Permit # IkI76 INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee is $85.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: Scott Schmidt Mailing Address: PO Box 2487, Edwards, CO.81632 Applicant/Contact Person: Donald Odell Licensed Systems Contractor: Donald Odell Company/DBA: Holland Creek Metropolitan District Mailing Address: PO Box 959, Avon, CO.81620 Phone: 926-0986 Phone: 970-845-2937 License # 06-06 Phone: 926-6060 Permit Application is for: fx New Installation (- Alteration r Repair Location of Proposed Individual Sewage Disposal System: Legal Description: Red Sky Ranch, Lot 22 Tax Parcel Number: 194122201005 Lot Size: 2.22 acres Assessor's Link: www.eaglecounty.us/patie/ Physical Address: 0505 Lark Sparrow Lane Building Type: Fg' Residential/Single Family Number of Bedrooms: 4 F- Residential/Multi Family Number of Bedrooms: F.- Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: F7 Private Well S rin Surface rE p 9 r (x' Public If Public Name of Supplier : Holland Creek Metro Applicant Signature : Office Use Only Amount Paid: 350196 Receipt#: Check#pg53 Date: C1 EAGLE COUNTY COMDEV COMMUNITY DEVELOPMENT P.O. BOX 179 EAGLE, CO 81631 (970)328-8730 ------------------------------------------------------------------------------- Date : 09/28/2006 Date Reprinted 11/07/2006 Receipt # 134728 Amount : 350.00 Clerk : LBRINKER ------------------------------------------------------------------------------- Description Amount ------------------------------------------------------------------------------- 1-(9) ENV. HEALTH - ISDS PERMIT 350.00 ISDS Permit - Qty 1 350.00 CHECK PAYMENT CHECK # 2453 ($350.00) HOLLAND CREEK METROPOLITAN DISTRICT 28 SECOND ST., STE. 213 EDWARDS, CO 81632 RED SKY RANCH, LOT 22 ------------------------------------------------------------------------------- Page 1 Eagle County Department of Environmental Health P.O. Box 179 Eagle, CO. 81631 September 28, 2006 Attn: ISDS Permits Please find attached, ISDS application, ISDS permit fees, Site Plan This application is for a single family home located within Red Sky Ranch, in Wolcott. The Schmidt residence on lot 22 is a 4 bedroom home with an individual on site system. The detailed description and site plan is available online at the Eliminite Website. Design Criteria: 4 bedrooms, 2x4x75x150% 900 GPD Tank size for 30 hr retention 900 G Tank as designed __ (11'ou 1641 G Absorption area 125 .06GPD 1875 �v� ' r ; Credit for chambers and dosing 1172 C Required Absorption area 703 Designed Area 720 If there are any questions please contact Donald Odell @ 970-845-2937. Thank you. Donald Odell Project Manager Holland Creek Metropolitan District Eagle County Department of Environmental Health P.O. Box 179 Eagle, CO. 81631 September 28, 2006 Attn: ISDS Permits Please find attached, ISDS application, ISDS permit fees, Site Plan This application is for a single family home located within Red Sky Ranch, in Wolcott. The Schmidt residence on lot 22 is a 4 bedroom home with an individual on site system. The detailed description and site plan is available online at the Eliminite Website. Design Criteria: 4 bedrooms, 2x4x75x150% 900 GPD Tank size for 30 hr retention 900 G Tank as designed Cj 000 1641 G Jv Absorption area �1125 .06GPD 1875 K���' ► Credit for chambe and dosing 1172 Required Absorption area 703 Designed Area 720 If there are any questions please contact Donald Odell @ 970-845-2937. Thank you. Donald Odell Project Manager Holland Creek Metropolitan District DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY August 22, 2008 Scott Schmidt PO Box 2487 Edwards, CO 81632 RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit #IS-2567-06; Tax parcel #194122201005; Property location: 0505 Lark Sparrow Lane, Lot 22 Red Sky Ranch Dear Scott, This letter is to inform you that the above -referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate a 4 bedroom residence. Enclosed is a copy to retain for your records. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through web site links provided on the Environmental Health Department's home page at http://www.eaglecounty.us/envHealtli/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, fit-.... '. Terri Vroman Administrative Technician IV cc: ISDS permit folder Eagle County Building Department Chrono efile Encl: Final ISDS Permit Informative materials OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT THIS SET OF PLANS IS NOT FOR CONSTRUCTION UNLESS PROJECT ENGINEER'S SEAL AND SIGNATURE IS AFFIXED AND A VALID PERMIT ISSUED BY EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, IS POSTED HERE. DESIGN CRITERIA LO 77 FACILITY: 4 BEDROOM SINGLE FAMILY HOME WASTEWATER GENERATION: 2 PEOPLE PER BEDROOM X 75 GALLONS PER PERSON PER DAY X 4 BEDROOMS X 150% PEAKING FACTOR =900 GALLONS PER D11T' ' ADEQUATE SEPTIC TANK SIZE (TO PROVIDE 30 HOUR RETENTION TIME): 900-)) GALLONS PER DAW24-HOURS PER DAY = 37.5 GALLONS PER HOUR 37.5 GALLONS PER HOUR X 30 HOUR RETENTION TIME = 1125 GALLONS MINIMUM S, ge SEPTIC TANK SIZE IN DESIGN. 1,641 GALLONS ABSORPTION AREA: 1125 GALLONS PER DAY / 0.6 GALLONS PER DAY PER SQ. FT. =1,875 SQ. FT. 0 ABSORPTION AREA CREDIT FOR CHAMBERS: I. 1,875 SQ. FT.-(1,875 X 50%) = 937.5 SQ. FT. %S-0 ABSORPTION AREA CREDIT FOR DOSING: 937.5 SQ. FT. - (750 X 25%) = 703 SQ. FT. REQUIRED ABSORPTION SYSTEM: 703 SQ. FT. CHAMBERS REQUIRED: 703 SQ. FT. / 10 SQ. FT. PER CHAMBER = 70.3 CHAMBERS ABSORPTION SYSTEM LAYOUT: 4 LATERALS AT 72 FEET LONG (18 CHAMBERS EACH) ABSORPTION AREA ACHIEVED: 720 SQ. FT. LOT(-2ZRED SKY RANCH I Bona U N I T E D S T A T E 5.� COLORADO n "Sllverthor GYOsum Ea91e E A L _E_ Vail \COLO Fr a C,,ff / Blue .ErJebel iEAGLE COUDO P I TKO I N wi.rowe , y ron ca 'ocroeav w a ,a•vN wt ,a Bwae•� � Y Aw.m vnw U"N°IJT Ett°AT E'S da ub, STATE OP"COLQ,�4D0 SUBMITTED TO i A PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT AN INDIVIDUAL WASTEWATER SYSTEM FOR A SINGLE FAMILY RESIDENCE. THIS SYSTEM WILL SERVE 900 GPD OF WASTEWATER. SYSTEM DESIGN BUILDING SEWER 4" 0 SCHEDULE 40 PVC SEPTIC TANK 1641 GAL. DUAL COMPARTMENT PRE -CAST CONCRETE TANK PUMP CHAMBER 570 GAL. SINGLE COMPARTMENT COMBINED W/SEPTIC TANK ELIMINITE UNIT MODEL 120, FACTORY INSULATION ELIMINITE PUMP HYDROMATIC OSP50, 230 VOLT, SINGLE PHASE SUBMERSIBLE ELIMINITE PANEL ELIMINITE DUPLEX PANEL SENTRY PLUS SERIES, 230V PUMP CIRCUIT DRAINFIELD PUMP HYDROMATIC SPD50H, 230 VOLT, SINGLE PHASE, SUBMERSIBLE EFFLUENT PUMP, 2" DISCHARGE FORCEMAIN 2" SCHEDULE 40 PVC LOCATION CONTACTS/CONSULTANTS THOMAS J. KALLENBACH P.E., WASTEWATER SYSTEM ENGINEER PHONE (406) 388-7504 L � a RED SKY RANCH DON O'DELL PHONE (970) 845-2937 SHEETINDEX SHEET DESCRIPTION C1.0 COVER C1.1 SITE PLAN C1.2 DRAINFIELD C1.3 ELIMINITE / SEPTIC TANKS C1.4 CONTROL PANEL C1.5 NOTES 11.0 TO 1.3 INSTALLATION MANUAL APPROVAL STAMPS THOMAS J. KALLENBACH P.E., THIS SET OF PLANS IS NOT FOR CONSTRUCTION UNLESS PROJECT ENGINEER'S SEAL AND SIGNATURE IS AFFIXED HERE AND A VALID PERMIT ISSUED BY EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, IS POSTED. _ml COUNTY PIT 22 6 ACR 21PT TO W GALLON 16 GALL N \ PUMP SEPTI CHAMBER TANK 2" PVC FORCE /\ MAIN s CLEANOUT =011 SIGN Main L vel 7441' T Lower eve] 743 _2 �A 0\ UTILITY \ PAD GAS MARKER �a/ a& EX [STINGJl1N1 \RTO BE PRESERVED P' RSR GUIDELINES EXISTING JI E TO BE PRESERVE PE SR GUIDEL ES 4'x I INA9 M. VAULT Z�-'I _ �U 00 u w 0 10 005W_5j SCALE 1"= 10' Z 1532=��i25�~ r CONTOUR INTERVAL 2 ap d�<a� p cl o� o v W c �ul o0 >�wM O C7 4 O m m� c dF U C p W 0 � Q LJ.I N V1 Wz _ in Qn W�J= Q Q m� W u M a '� m o S� 3 s .yl oYo oro 3 . q'- �- z ¢ 13 . m Z. W. o 1 \\\ ^i 1V U T \V TER L IN \ Z x O � J I AD Al o Z 4 3 CEN ER NE 30 DRAINAGE, w a UTI I , AND LID 21, 22 W AN ACCESS ASEMENT L QJU >Z SCARIFY TRENCH BOTTOM INFILTRATOR CHAMBER W/ HAND RAKE T_0" DO TYPICAL c1.z u w PLANT 5 SOD - OPS ������ i � LLao 6C T Sn\n 12 m i 111 gd EL 7420 TRENCH I EL 7419 + — �'UM STEP ' TRENCH EL7418�'— 0: offl SEPARATE TOPSOIL, SOD AND PLANTS DURING EXCAVATION. MAINTAIN EXISTING SOD AND PLANTS TRENCH 3 48 AS MUCH AS POSSIBLE. EL 7416 — m STEP 2 TRENCH 4 h LOOSELY PLACE TOPSOIL OVER TRENCH. REPLACE INSTALL PER MANUFACTURER'S RECOMMENDATIONS N SOD AND PLANTS UPRIGHT IN THE TOPSOIL AFTER AND AS DESCRIBED IN NOTES ON PAGE C1.5, c I — W m � CONSTRUCTION. > W c 0 ob co !— ` W LL 1 TRENCH EXCAVATION AND BACKFILL 2 TYPICAL DRAINFIELD CROSS SECTION 3 INFILTRATOR QUICK 4 INSTALLATION W W 4 m o ® Z 1 12 "0 SCH. 40 THREADED CAP c n LLl n LU M 1Z' 0 SCH. 40 PVC THREADED UNION 6"0 CIRCULAR VALVE BOX (ORBIT PART No. 53021 OR EQUIVALENT OVER FLUSHING VALVE. w 0 0 O d. w MOUND SOIL TO 12"0 SCH. 40 COMPENSATE FOR USE 6"0 PVC PIPE TO EXTEND VALVE BOX f l 1A Lu O H PVC LATERAL FLUSH WITH FINISHED GRADE V 0 a SETTLING 12"0 SCH. 40 PVC 45- BEND T z 12" 0 SCH. 40 PVC TEE o c Q W m a �Ma 6"0 PVC PIPE FOR INSPECTION PORT w/ a V CIRCULAR VALVE BOX FLUSH w/ a 0 cl) M^" NATURAL GRADE 0 INSTALL QUICK 4 FINISHED GRADE INFILTRATOR END o y PLATE QUICK 4INFILTRATOR CHAMBER �o o-. 0 0 120 SCH. 40 PVC BALL VALVE 3 12o CLOSED DURING NORMAL 12"0 SCH. 40 PVC LATERAL w E" OPERATION. SEE DRAINFIELD KEEP PIPE NETWORK FREE o a m "�"° SCARIFY TRENCH TYPICAL NOTES OF DEBRIS W N y N C1 z BOTTOM WITH HAND+` 12"0 SCH. 40 PVC SLOTTED FLUSHING LINE. rqy a RAKE MAKE SAWCUTS APPROX 3/16" WIDE AND AT N U o APPROX 4" SPACING TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL LAST ORIFICE POINTED OR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOM DOWN SEE DRAINFIELD DO NOT CAP END NOTE #2 4 DRAINFIELD TRENCH DETAIL 5 INFILTRATOR DETAIL TYPICAL UNION PLATE ORIFICE 1. PVC TO BE JOINED W/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A N PLACED INSIDE SCH 80 PVC UNION SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED W/ U COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE N e TO 16 INCH THICKNESS 1 1/2" O ORIFICE 0 PER LATERAL DRILLING SCHEDULE SEE 2" SCH 40 MANIFOLD LATERAL DRILLING SCHEDULE SEGMENT/ LATERAL NUMBER. TRENCH BOTTOM EL. (APPROX.) TOTAL LENGTH UNION PLATE ORIFICE DIAMETER NUMBER OF ORIFICES NUMBER OF INFILTRATOR CHAMBERS 1 7420 72' NA 14 18 2 7419 72' 1.23" 14 18 3 7418 72' 1.04" 14 18 4 7416 72' 0.88" 14 18 CONTRACTORS EXPENSE. 2 2. ORIFICES SHALL BE DRILLED ON THE CROWN OF THE PIPE (12:00), EXCEPT EVERY 5TH 0 ORIFICE WHICH SHALL BE DRILLED AT THE BOTTOM (6:00) FOR DRAINAGE. INSTALL SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM. —� 3. CONTRACTOR TO PRESSURE -TEST SYSTEM IN PRESENCE OF THE ENGINEER. w 4. TRENCH BOTTOMS ARE TO BE LEVEL. a U 5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY THE ENGINEER. o 12"0 SCH 80 PVC a UNION w/ 6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR ORIFICE PLATE. FORCEMAIN: APPROXIMATELY 206', OF 2"0 SCH 40 PVC PIPE. THE FIRST TOME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. IN 0 MANIFOLD: 2"0 SCH 40 PVC END MANIFOLD APPROX. 2V IN LENGTH 7. SLOPE ALL PIPES TO DRAIN. ■ w t wLi.. Z_ 2x12" SCH 40 REDUCING TEE LATERALS: ORIFICES: SEE LATERAL SCHEDULE ABOVE 3/16"0 ORIFICES DRILLED 5'-0" O.C., DRILL IN A 8. CONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUS SIZE DRILL BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BY ENGINEER. 1 a V 12"0 SCH 40 MANNER SUCH THAT ALL BURRS ARE REMOVED WITHOUT DAMAGE TO THE ORIFICES. 9. FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANT ELEVATION. PVC LATERAL 10. DEFLECT/ADD FITTINGS TO CHAMBER AS REQUIRED TO MAINTAIN CONSTANT +0 5 u ELEVATION. SCALE 1"= 10' NOT TO SCALE 11. TWO INSPECTION PORTS SHALL BE INSTALLED PER LATERAL. F'i nR01nIGIFI n 7 nnonll�nl n R nInTGC Wo SPRAY BAR THREADED ACCESS w/ •c ELIMINITE MODEL 120 RISER (SHOWN OPEN) 2000 GALLON THREE COMPARTMENT OO SEPTIC TANK WITH LIFT STATION U NO ACCESS INLET LUNG PASSIVE AIR BY FRONT RANGE PRECAST, INC. W 4" 90° PVC SLOPE 3" TO DRAIN ENTRAINMENT DEVICE 4" PVC ASSEMBLY WITH 1 1/2" CONNECTIONPo�=_6�s3 5 e EXTERNAL AIR VENT In 4" TEE i INSULATED LID ° m DRAINFIELD Z_ ¢who 0 PH PUMP BUILDING / — — — — — I7 —� m dam= o ��o-fo I SEWER \ O O w8-H � � I I � �<� ALTERNATIVE PIPING SCH40 PVC FLOW SWITCH ELECTRICAL CONNECTION FLOW �/ II III TO DRAINFIELD I \ CONFIGURATION 4 FLOW SWITCH t� - + FLOW c1.3 ELIMINITE FLUSHING VALVE _ FLOW ` I SERIAL NUMBER LOCATION SPRAY BAR ELIMINITE _ I I FLOW FLOW c v - u) I 1` OUTLET p W CONNECTION 4"0 PVC TO SEPTIC TANK INLET \ _ _ _ I— — — — — TO CONTROL PANEL ELIMINITE PUMP < 4 W Z= m� ELIMINITE MODEL 120 - PLAN VIEW ELIMINITE MODEL 120 SPRAY BAR METAROCKS FILL LEVEL UNCOMPACTED SOIL COVER SERIAL NUMBER LOCATION 4"x1-1/2" PVCIn REDUCTION c > O 6 /' . REVEGETATE DISTURBANCE ELIMINITE FLUSHING VALVE �' / 1 « Q z �J VALVE BOX EXTENDED TO yLuOf a MIRAFI 140N (OR EQUIVALENT) SURFACE FLOW SWITCH CONDUIT m W FILTER FABRIC OVER GRAVEL VALVE BOX EXTENSION CLEANOUT TO SPLICE BOX c Z Q FILL — ,`.:;:.:'.+; : "'",`'''".:' .•' � GRAVEL AIR POCKET L==III ' INLET LUNG PASSIVE AIR :. III " • — ENTRAINMENT DEVICE p� INITETO PVC 4" Qv INLET m U a m — III ASSEMBLY WITH 1 1/2" — I I CONNECTION y 3 EXTERNAL AIR L=I VENT —I I I EXTERNAL 3° I —I I I I— I I I AIR VENT I I -I <=3 SLOPE 3" TO DRAIN 4"x1-112" PVC REDUCTION Q N o m e N w d > I III UNDISTURBED SOIL — I I= = I GRAVEL AIR POCKET ELIMINITE MODEL 120 N N N o 2; FLOW SWITCH ELECTRICAL LL N OUTLET < =3 SLOPE 3" TO DRAIN CONNECTION FLOW SWITCH LEVELING/BEDDING COURSE UNDERDRAIN UNDERDRAIN FLUSHING PIPE NOT TO SCALE 2 ELIMINITE MODEL 120 - SECTION VIEW 3 ELIMINITE LOOP N CIRCULAR VALVE 24" POLYETHYLENE RISER (TYP) INSULATED LOCKABLE PVC UNION QUICK LID (TYP) DISCONNECT WATERTIGHT /AIRTIGHT JUNCTION BOX N a IL� 2 y r 4" PVC FINISHED GRADE BOX ORBIT PART TO CONTROL PANEL O 4"90°PVC / \\\\ \ NO. 53021OR EQUIVALENT 4" PVC TEE PVC FLOAT MOUNTING STAND A \ \/\ \ ELIMINITE TO DRAINFIELD PVC CLEANOUT �\ THREADED CAP OUTLET HIGH LEVEL ALARM z RISER SAME CONNECTION DRAINFIELD PUMP START o DIAMETER AS SEWER DRAINFIELD PUMP STOP - � ELIMINITE PUMP LOW o ° LEVEL CUTOUTEv a 45° PVC ELBOW U PVC WYE M PVC BAFFLE _ - z IS ¢o wY 4" PVC TEESLOPEw z r , � SCH 40 PVC 1 a 4" PVC SEWER TANK FOUNDATION PVC BAFFLE HYDROMATIC SPD50 230V SINGLE PHASE 7 FLA WITH EFFLUENT FILTER TANK FOUNDATION HYDROMATIC OSP50 230V SINGLE PHASE 3.6 FLA NOT TO SCALE rA, r11A AIAIITr 1'l in IAI 1•11 Y11 P-1 I' -A AIl111T nrP1T1l, TA All/1A/ITI I I111A AYl !'+1 I A A enrn L1/1.41 N/1.42 LO 12 VDC Q ON CLASS 2 PWS1 B POWER VOUT ADJ. SUPPLY 12 VDCOUT LVJ RED+ YELLOW 2 Q1 BLACK - HITE EMI POWER/ALARM CONNECTOR ADI O 0 TELEPHONE LINE RJ-11 r, CONNECTOR AVD-45B ELIMINITEOSENTRY PLUS SERIES AUTO -DIALER REFERENCE A B C D E F G H TB1I 3-4 ❑❑—❑ TB2❑ ❑� —5-6 ��oJ L w L�J —I� L-r�J I I L J L L1 L1 L1 N of L o f HIGH ELIMINITEO DRAINFIELD 230 VAC 120 VAC DRAINFIELD LEVEL PUMP PUMP PUMP CONTROL/ DRAINFIELD PUMP ALARM FLOW FLOW INCOMING ALARM ELIMINITEO PUMP START SWITCH SWITCH POWER INCOMING PUMP STOP POWER LOW LEVEL CUTOUT FIELD CONNECTIONS* I J M1 M2� PUM 1 PUMP ELIMINITE® DRAINFIELD PUMP - PUMP TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 F (60 C). FIELD WIRING TERMINALS AND GROUND LUGS WILL ACCEPT COPPER CONDUCTORS ONLY. TORQUE RATINGS OF FIELD WIRING TERMINAL CLAMPING SCREWS IS 9 IN-LBS FOR TB1, 32-35 IN-LBS FOR TB2 POSITIONS 1 &2, 18-20 IN-LBS FOR TB2 POSITIONS 3&4, 20 IN-LBS FOR MOTOR CONTACTORS AND 45 IN-LBS FOR GROUND LUGS. THE USE OF SEPERATE POWER SOURCES FOR PUMP AND ALARM IS REQUIRED. MAIN SERVICE DISCONNECT PROVIDED BY OTHERS COMPONENT/FUNCTION TYPE LOCATION CONTROL PANEL CONNECTION REF. HIGH LEVEL ALARM FLOAT 33PUMP CHAMBER " FROM TANK FLOOR TB1 �7 & 8❑ D DRAINFIELD PUMP START FLOAT PUMP CHAMBER TB1 �5 & 6� C 30" FROM TANK FLOOR DRAINFIELD PUMP STOP FLOAT PUMP CHAMBER TB1 ❑3 & 4� B 15" FROM TANK FLOOR ELIMINITEOPUMP FLOAT PUMP CHAMBER TB1 E & 2❑ A LOW LEVEL CUTOUT 12" FROM TANK FLOOR ELIMINITEOPUMP FLOW ELIMINITEOTANK T61 �9 & 10 E FLOW SWITCH SWITCH DRAINFIELD PUMP FLOW PUMP CHAMBER TB1 11 & 12 F FLOW SWITCH SWITCH ELIMINITEOPUMP OSP 50 PUMP CHAMBER M1 T1 & T2 I PUMP DRAINFIELD PUMP SPD 50 PUMP PUMP CHAMBER M2 T1 & T2 J 230V INCOMING PUMP TB2 1 & 2❑ G PUMP CIRCUIT CIRCUIT 120V INCOMING CIRCUIT TB2 E & 4❑ H CIRCUIT ALARM ALARM CONTROL PANEL FUNCTIONS PANEL VIEW PRESENTED FOR REFERENCE ONLY. ACTUAL PANEL CONFIGURATION MAY VARY FROM THE PANEL SHOWN. u N x 0 J w 0 w .� z Z 1 U 0a 4 \ rI I II A I A I ITrr_. 111 Inl ry ^t-,%K Tn/11 nA Alr'I [+rw iTnv nl I In c-r-r]Ir['% )E 3K PART 1-GENERAL 1.1 DESCRIPTION THIS SECTION COVERS THE CONSTRUCTION OF THE INFILTRATION DRAINFIELD, INCLUDING CONSTRUCTION OF PIPING NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION, BACKFILLING, DRESSING AND CLEAN UP OF THE SITE. PART 2-PREPARATION 2.1 SITE PROTECTION BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF INFILTRATOR CHAMBERS. 2.2 SITE PREPARATION STEP 1: FENCE THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL COMPACTION. STEP 2: STAKE OUT THE DRAINFIELD PERIMETER IN THE PROPER ORIENTATION. REFERENCE STAKES SET SOME DISTANCE FROM THE DRAINFIELD PERIMETER ARE ALSO REQUIRED IN CASE THE CORNER STAKES ARE DISTURBED. STEP 3: CUT AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS LEFT IN PLACE. STEP 4: MEASURE THE AVERAGE GROUND ELEVATION TO DETERMINE THE BOTTOM ELEVATION OF THE DRAINFIELD. 2.3 AT -GRADE SOIL PLACEMENT STEP 1: KEEP TRUCKS OFF THE PLOWED AREA. STEP 2: CONSTRUCT TRENCHES 36" WIDE AND 12" DEEP FOR PLACEMENT OF DRAINFIELD LATERALS AND INFILTRATOR CHAMBERS. PART 3 - EXECUTION 3.1 SITE PREPARATION AND DRAINFIELD CONSTRUCTION 3.1.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE, SCHEDULE 40. 3.1.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED JOINTS WITH PVC PIPE. PRIMER USED SHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). 3.1.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH INFILTRATION TRENCH. TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN ACCORDANCE WITH PLAN DETAILS. FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES. 3.1.4 DRAINFIELD CONSTRUCTION: STEP 1: ASSEMBLE THE DISTRIBUTION NETWORK. THE MANIFOLD SHOULD BE PLACED SO IT WILL DRAIN BETWEEN DOSES, EITHER OUT THE LATERALS OR BACK INTO THE PUMP CHAMBER. THE LATERALS SHOULD BE LAID LEVEL. STEP 2: INSTALL INFILTRATOR CHAMBERS (SEE SECTION 3.4, CHAMBER INSTALLATION). STEP 3: MOUND SOIL OVER THE TOP OF THE CHAMBERS TO ALLOW FOR SETTLING AS SHOWN IN PLANS. STEP 4: PLANT GRASS OVER THE ENTIRE DRAINFIELD USING GRASSES ADAPTED TO THE AREA. SHRUBS CAN BE PLANTED IN THE DRAINFIELD AREA. 3.1.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 24 INCHES FROM THE BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THE ORIFICE. 3.1.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO THE PLAN DETAILS. 3.1.7 PRESSURE TEST LATERALS PRIOR TO CHAMBER INSTALLATION (SEE SECTION 3.3 PRESSURE TESTING/SYSTEM PURGING). 3.1.8 INSTALL INFILTRATION CHAMBERS OVER LATERALS (SEE SECTION A 3.4 CHAMBER INSTALLATION) 3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE A FUNCITON OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED INCLUDE (AWWA, 1981): 1. A FINE-TOOTHED SAW 2. A MITRE BOX 3. A SMALL KNIVE, FILE, OR BEVELING TOOL 4. FINE-GRAINED ABRASIVE PAPER 5. CLEAN, DRY CLOTH OR PAPER TOWEL 6. CLEANER, AND/OR PRIMER CAPABLE OF IMPARTING COLOR 7. THE PROPER SOLVENT CEMENT 8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMTER OF THE CASING BEING JOINED OR A SPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER. PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOLD BE USED WITH CARE; AVOID CONTACT WITH EYES AND SKIN AND LONG-TERM BREATHING OF VAPORS. STEP 1: CUT CASING USING A FINE-TOOTHED SAW AND A MITRE BOX TO AVOID ROUGH OR UNEVEN CUTS. STEP 2: SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. REMOVE ALL BURRS AND CUTTINGS. STEP 3: CLEAN THE CONTACT SURFACES OF THE PIPE END AND SOCKET WITH A CLEAN, DRY COTTON CLOTH OR PAPER TOWEL. GREASE MUST BE REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND. STEP 4: CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD "DRY FIT" SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO ABOUT ONE-HALF TO TWO -THIRDS OF ITS DEPTH. SOME MANUFACTURERS SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY DIMENSIONED PIPE, BELL, OR COUPLING SHALL NOT BE USED. STEP 5: IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE INSIDE SURFACES OF THE SOCKET. THE PRMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO PREPARE THE SOCKETS OF A MOLDED COUPLING. STEP 6: PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC CASING (SPIGOT) END TO PREPARE IT FOR JOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THE PRIMER. STEP 7: APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR SURFACE OF THE SOCKET. THE USE OF TOO MUCH SOLVENT COULD WEAKEN THE CASING WALL. STEP 8: APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE SURFACE OF THE SPIGOT END OF THE CASING. STEP 9: INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY INTO THE SOCKET TO THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE COMPLETELY COATED WITH WET CEMENT. STEP 10: TWIST CASING 1/8 TO 1/4 TURN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL AN INITIAL SET TAKES PLACE. STEP 11: WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE SOCKET. STEP 12: TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET IS REACHED (TABLE 1). TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE INITIAL SET TIMES* Temperature Range During Initial Set 2 and 3 in Sizes Larger (51 and 76 mm) than 3 in 15to40-9.4to4.4 7.5 15 5 to 15 -15.0 to -9.4 30 60 -20 to 5 -28.9 to -15.0 90 180 *DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS ABOUT TEN TIMES LONGER THAN SHOWN BY THIS TABLE. 3.3 PRESSURE TESTING/SYSTEM PURGING 3.3.1 PRESSURE TESTING/SYSTEM PURGING ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEER USING THE FOLLOWING PROCEDURE: STEP 1: FILL THE DOSE TANK WITH CLEAN WATER. 3.1.9 EVERY PRECAUTION SHOULD BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN STEP 2: OPEN ALL FLUSHING VALVES ON EACH LATERAL. ENDS OF THE PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS THAT HAS ENTERED THE LINES IN THE STEP 3: FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM LATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCE MAIN AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. AND LATERALS. Nu >Z STEP 5: FILL THE DOSE CHAMBER TO THE POINT WHERE THE PUMP(S) ENGAGE(S). THE ENGINEER SHALL BE PRESENT DURING PRESSURE TESTING OF THE INFILTRATION SYSTEM TO MEASURE THE DIFFERENCE IN DISCHARGE IN THE LATERAL ENDS. O� STEP 6: REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED CAPS. 0 3.4 CHAMBER INSTALLATION W 5 3.4.1 INFILTRATOR CHAMBERS, MODEL QUICK 4 STANDARD CAPACITY, SHALL BE USED TO COVER THE 6!m LATERALS.«o� 0 7o�Nl" 9H 3.4.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE HOLE SHALL BE SIZED SO THAT LATERALS PASS WITH LESS THAN 1/4 INCH OF CLEARANCE. } 2 m RM'. z° 3a 3.4.3 AN ENDCAP SHALL BE SECURED TO THE FIRST CHAMBER WITH FOUR SELF DRILLING SCREWS. THE p Q oog-7 x DISTRIBUTION LATERAL SHALL PASS THROUGH THE HOLE IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL. Own 3.4.4. STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS DOWN THE LENGTH OF THE I, LATERAL, FULLY ENGAGING INTERLOCKS AND SECURING WITH FOUR SELF DRILLING SCREWS. SPLASH o PLATES SHALL BE INSTALLED BELOW ALL DOWNWARD POINTING ORIFICES. c rn 3.4.5 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP TO THE LAST CHAMBER WITH FOUR > F- � SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL AND FLUSHING LINE SHALL PASS THROUGH c 2 r�- HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL. - w 00 3.4.6 BACKFILL CHAMBERS, MANIFOLD, AND RISERS CAREFULLY AS SHOWN ON AND ❑ M PLANS DESCRIBED IN SECTION 3.1.4 DRAINFIELD CONSTRUCTION m 4 J Z0) Wo c m LO Qi r` � 00 c °O W O 6 ❑ CO UN 0 wW of Z W O Z a m c Q w m Q � _ v W V a U) M **PLEASE NOTE THAT DESIGN AND INSTALLATION OF A SUBSURFACE DRAINFIELD FOR THIS LOT IS CONTINGENT UPON THE EXISTANCE OF SUITABLE SOILS TO A DEPTH OF AT LEAST 48" BENEATH TRENCH BOTTOMS BEFORE BEDROCK IS ENCOUNTERED. THE EXISTANCE OF BEDROCK AT A DEPTH OF UNDER 48" FROM TRENCH BOTTOMS MAY RESULT IN THE REQUIREMENT OF AN AT -GRADE OR MOUNDED DRAINFIELD. L0 U U N aza N f— �0 A J a to W H O Z STEP 4: DRILL 3/16 INCH ORIFICE IN THE CLEANOUT CAP OF EACH LATERAL. A \ Kln=0 U 0 `(D —0 ; O v + N m n ' � a ^N F U V� 7K" - t C I 1 o v cF n �C� v cTJ fi � 3 -o � o � fi J x ti Q