Loading...
HomeMy WebLinkAbout2355 Red Sky Rd - 194121301001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2467-07 BUILDING PERMIT# BP- 18620 OWNER: JON TEBOL PHONE: MAILING ADDRESS: P.O. BOX 8630, AVON, CO 81620 APPLICANT: DON ODELL, HOLLAND CREEK METRO PHONE: (970) 926-6060 x 3 SYSTEM LOCATION: 2355 RED SKY RD. LOT 86, RED TAX PARCEL NO. 194121301001 SKY RANCH, WOLCOTT, CO LICENSED INSTALLER: DON ODELL, SEPTIC SMART LICENSE NO. 11-07 PHONE: 343-0229 DESIGN ENGINEER: TOM KALLENBACH, ELIMINITE, PHONE: (406) 388-7504 INC. SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE. INSTALLATION GRANTED FOR THE FOLLOWING: 1,600 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK WITH ATTACHED 500 GALLON DOSE TANK; MODEL 120 ELIMINITE TRICKLING FILTER UNIT AND 1,875 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 96 PRESSURE DOSED Q4 INFILTRATOR CHAMBERS CONFIGURED IN FOUR ROWS OF 24 CHAMBERS PER ROW IN SHALLOW TRENCHES. INSTALL EXACTLY AS DEPITCED ON THE REVISION DATED SEPTEMBER 24, 2007. THE THREE CHAMBER TANK CONFIGURATION WITH SEPARATE ELIMINITE 120 CAN BE CHANGED TO A RESIDENTIAL ALL -IN -ONE TANK AS DESIGNED BY ELIMINITE WHICH INCLUDES THE TRICKLING FILTER INSIDE THE TANK, PENDING STATE APPROVAL. SPECIAL INSTRUCTIONS: • DO NOT INSTALL IN WET WEATHER OR IN FROZEN GROUND • CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS • BUILDING OCCUPANCY CAN NOT BE ALLOWED UNTIL THE SEPTIC SYSTEM IS CERTIFIED AS OPERATIONAL BY THE DESIGN ENGINEER AND APPROVED BY EAGLE COUNTY ENVIRONMENTAL HEALTH ENVIRONMENTAL HEALTH APPROVAL: R DATE: SEPTEMBER 24, 2007 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. 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 PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA_) INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANYITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED, ENVIRONMENTAL HEALTH APPROVAL: 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 # J5 -9-(0y Building Permit # It 2-0 INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $373.00 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. Make all remittance payable to: Eagle County Treasurer. Property Owner: Jon Tebol Phone: Mailing Address: PO Box 8630, Avon, CO 81620 Applicant/Contact Person: Holland Creek Metro District Phone: 970-926-6060ext3 Licensed Systems Contractor: Donald Odell License # 11-07 Company/DBA: SepticSmart,LLc Phone: 970-343-0229cell Mailing Address: PO Box 1812, Edwards, CO.81632 Permit Application is for: Fx­; New Installation (- Alteration (- Repair Location of Proposed Individual Sewage Disposal System: Legal Description: SUB: RED SKY RANCH LOT86: R763556 Tax Parcel Number: 194121301001 Lot Size: 1.89acres Assessor's Link: www,eacilecounty.us/patie/` Physical Address: 2355 Red Sky Road Building Type: Fx- Residential/Single Family Number of Bedrooms: 5 Residential/Multi Family Number of Bedrooms: (-- Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: F- Private Well F- Spring j- Surface F Public If Public Name of Supplier : Red Sky Ranch Applicant Signature Office Use Only Amount Paid: ;7-%�' p 7�� 0�7�� Cr Receipt*: Check#: Date: % . L? 7 a 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 LOT 86 FACILITY: 5 BEDROOM SINGLE FAMILY HOME WASTEWATER GENERATION: 2 PEOPLE PER BEDROOM X 75 GALLONS PER PERSON PER DAY X 5 BEDROOMS X 150% PEAKING FACTOR = 1,125 GALLONS PER DAY ADEQUATE SEPTIC TANK SIZE TO PROVIDE 30 HOUR RETENTION TIME): 1,125 GALLONS PER DAY/24 HOURS PER DAY = 46.875 GALLONS PER HOUR 46.9 GALLONS PER HOUR X 30 HOUR RETENTION TIME = 1,406 GALLONS MINIMUM SEPTIC TANK SIZE IN DESIGN: 1,500 GALLONS ABSORPTION AREA: 1,125 GALLONS PER DAY / 0.6 GALLONS PER DAY PER SQ. FT. = 1,875 SQ. FT. ABSORPTION AREA CREDIT FOR CHAMBERS: 1,875 SQ. FT. - (1,875 X 50%) = 937.5 SO. FT. REQUIRED ABSORPTION SYSTEM: 937.5 SQ. FT. CHAMBERS REQUIRED: 937.5 SQ. FT. / 10 SQ. FT. PER CHAMBER = 93.7 CHAMBERS ABSORPTION SYSTEM LAYOUT: 4 LATERALS 96' LONG, EACH WITH 24 QUICK 4 INFILTRATOR CHAMBERS = 96 CHAMBERS ABSORPTION AREA ACHIEVED: 960 SQ. FT LOT 86 RED SKY RANCH RfFe11 k�4�tiatf Grp( EAGLE COUNTY COLO O� t� p� a 5 J ` SUBMITTED TO l L L -L UNT PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT AN ADVANCED WASTE\f;ATER TREATMENT SYSTEM FOR A SINGLE FAMILY RESIDENCE THAT WILL DISCHARGE TO AN ONSITE PRESSURIZED DRAINFIELD. THIS SYSTEM WILL SERVE 1,125 GPD OF WASTEWATER. KLL RED SKY RANCH CONTACTS/CONSULTANTS THOMAS J. KALLENBACH P.E., WASTEWATER SYSTEM ENGINEER PHONE (406) 388-7504 °a RED SKY RANCH DON O'DELL PHONE (970) 845-2937 SYSTEM DESIGN II SHEET INDEX BUILDING SEWER 4" 0 SCHEDULE 40 PVC SEPTIC TANK 1,500 GAL. FIBERGLASS INTEGRAL TO TREATMENT UNIT PUMP CHAMBER 650 GAL. SINGLE COMPARTMENT COMBINED W/SEPTIC'iANK ELIMINITE UNIT OMNI ONE PIECE RESIDENTIAL UNIT ELIMINITE PUMP HYDROMATIC OSP50, 230 VOLT, SINGLE PHASE SUBMERSIBLE ELIMINITE PANEL ELIMINITE DUPLEX PANEL, 230V PUMP CIRCUIT DRAINFIELD PUMP HYDROMATIC SHEF100M2, 230 VOLT SINGLE PHASE, SUBMERSIBLE EFFLUENT PUMP, 2" DISCHARGE FORCEMAIN 2" SCH 40 PVC SEWER PIPE SHEET DESCRIPTION C1.0 COVER C1.1 SITE PLAN C1.2 DRAINFIELD C1.3 ELIMINITE! SEPTIC TANKS CIA CONTROLPANEL C1.5 NOTES :HE DAD 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. 5 0 F. m z m¢ o d. 00Lo Lo m Z Lo c ti W °o � y (M WmJ� L m W r C CO 31 Lo Z� I� C �W w 0 2 Q co Lu uJ o <r N D Z m O 0 c W m Q a u O w w x m cl) w z w z U B 87 10 5 0 10 SCALE V= 15' 2" SCH 40 PVC MANIFOLD UNION WITH ORIFICE PLATE. SEE DETAIL 1.5" SCH 40 PVC LATERAL (TYP), 90*'ELBOW 2" SCH 40 PVC FORCEMAIN A> ELIMINITE CPOMNPL NIT WITH VN� 1 1500 GALLON S EPTI PARTMENT. 656,GALLON DOSE COMPARTMENT AND TRICKLING FILTER. SEE DETAIL 1013 0 3. i5l t R IX W: x) j 45- ELBOW " 4 PVC BUILDING SEWER. SEE DETAIL SLOPE 1/4" PER FOOTMINIMUM. . ..w. ..... . 4"CLEAAOUTSEEDE�A�L BUILDING SEWER INVERT. ELEVATION 8003.5! oll INFILTRATOR CHAMBER SEE DETAIL ctz :RAL FLUSH ASSEMBLY (TYP) DETAIL 0 5 3 11 O PLANT SOD S ftPS E L 7989 + STEP 1 SEPARATE TOPSOIL, SOD AND PLANTS DURING EXCAVATION. MAINTAIN EXISTING SOD AND PLANTS AS MUCH AS POSSIBLE. STEP 2 LOOSELY PLACE TOPSOIL OVER TRENCH. REPLACE SOD AND PLANTS UPRIGHT IN THE TOPSOIL AFTER CONSTRUCTION. TRENCH EXCAVATION AND BACKFILL ' fH40PV0 MAMFOLD� UMON WISHOM PLATE:DETAIL SEE DETAIL r ISSCH4o PVC LATERAL(TYP) r \•WELBOW 2' SCH 46?VC FORGEMAIN` EUMIETICco AiR Y jH 1500 GALLON SEPTIC COMPARTMEN[, SSB.%=IDOSE COMPARTMEPIr. ANOTRICKUNG FlLTER SEEIIETAIL O o r \ 0 TAWINLET.INVERT LATERAL FLUSHASSEMBLV ELEVALTILNM&.5!SEEOETAIL ELBOW 4S'ELBOW yy F d' NOUT \ 4 t V ELBOW. . ' A � P,PVC W bDll G tEWER. ' SLOPE 1W PER FOOoT MIIJIMUbt ` - PCLEANOUT. SEE.DETAIL. -. ELIL SEWERINVERT \EIEVATION800.T£-. - Y 20 to I B 20 SCALE 6 DRAINFIELD 10'-0" TRENCH 1 EL 7988 + —' 1 TRENCH 2 TYPICAL DRAINFIELD CROSS SECTION MOUND SOIL TO COMPENSATE FOR SETTLING NATURAL GRADE 1Y2"O SCH.40 PVC LATERAL e3 TYPICAL O1'2 SCARIFY TRENCH BOTTOM WITH HAND RAKE TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL OR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOM 4 DRAINFIELD TRENCH DETAIL TYPICAL UNION PLATE ORIFICE PLACED INSIDE SCH 80 PVC UNION g TO ka INCH THICKNESS RYP) 1 1/2" ORIFICE 0 PER LATERAL DRILLING SCHEDULE SEE 2" SCH 40 C1.2 MANIFOLD —� ci. TYPICAL -I 16 aIEII IIIII I I I I�III A �IBI IE3 EL 7987 & E TRENCH 3 EL 7986— TRENCH 4 1!�" 0 SCH. 40 PVC THREADED UNION 11I�"0 SCH.40 PVC 45° BEND INSTALL QUICK 4 INFILTRATOR END —/ PLATE 1Y2 0 SCH. 40 PVC BALL VALVE CLOSED DURING NORMAL OPERATION. SEE DRAINFIELD NOTES iY2"O SCH. 40 PVC SLOTTED FLUSHING LINE. MAKE SAWCUTS APPROX 3/16" WIDE AND AT APPROX 4" SPACING DO NOT CAP END INFILTRATOR DETAIL LATERAL DRILLING SCHEDULE SEGMENT/ LATERAL NUMBER TRENCH BOTTOM EL. (APPROX. TOTAL LENGTH UNION PLATE ORIFICE DIAMETER NUMBER OF ORIFICES NUMBER OF INFILTRATOR CHAMBERS 1 7989 96' NA 19 24 2 7988 96, 15/16" 19 24 3 7987 96' 25/32" 19 24 4 7986 1 96' 11/16 19 24 1Y2"0 SCH 80 PVC UNION w/ ORIFICE PLATE. FORCEMAIN: APPROXIMATELY 40', OF 2"0 SCH 40 HDPE PIPE. MANIFOLD: 2"0 SCH 40 PVC END MANIFOLD APPROX. 30' IN LENGTH 2x1Y2" SCH 40 LATERALS: SEE LATERAL SCHEDULE ABOVE REDUCING TEE ORIFICES- 3-16" 0 ORIFICES DRILLED 5'-0" O.C., DRILL IN A MANNER SUCH THAT ALL BURRS ARE REMOVED 13M SCH 40 WITHOUT DAMAGE TO THE ORIFICES. PVC LATERAL NOT TO SCALE MANIFOLD 8 NOTES INF SCARIFY TRENCH RnTrnm INSTALL PER MANUFACTURER'S RECOMMENDATIONS 9 AND AS DESCRIBED IN NOTES ON PAGE C1.5. U c h d � Z~ u�i c �n L -0 107 � 3 INFILTRATOR QUICK 4 INSTALLATION W ® �� 4 m _I0 LLIl C CO 1Y2"O SCH. 40 THREADED CAP CD Z m LL >-0 6"0 CIRCULAR VALVE BOX (ORBIT PART No. c w M 53021 OR EQUIVALENT OVER FLUSHING VALVE. USE 6"0 PVC PIPE TO EXTEND VALVE BOX m v FLUSH WITH FINISHED GRADE - a Z J 1%"0 SCH. 40 PVC TEE } F ZO On W C Q a 6"0 PVC PIPE FOR INSPECTION PORT w/ CIRCULAR VALVE BOX FLUSH w/ ® Q a u v a N FINISHED GRADE QUICK 4 INFILTRATOR CHAMBER 1Y2"O SCH. 40 PVC LATERAL KEEP PIPE NETWORK FREE 16 OF DEBRIS LAST ORIFICE POINTED DOWN SEE DRAINFIELD NOTE #2 1. PVC TO BE JOINED W/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED W/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. 2. ORIFICES SHALL BE DRILLED ON THE CROWN OF THE PIPE (12:00), EXCEPT EVERY 5TH 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. 4. TRENCH BOTTOMS ARE TO BE LEVEL. 5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY THE ENGINEER. 6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR THE FIRST TOME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. 7. SLOPE ALL PIPES TO DRAIN. B. CONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUS SIZE DRILL BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BY ENGINEER. 9. FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANT ELEVATION. 10. DEFLECT/ADD FITTINGS TO CHAMBER AS REQUIRED TO MAINTAIN CONSTANT ELEVATION. 11. TWO INSPECTION PORTS SHALL BE INSTALLED PER LATERAL. A B C D E_ F G H€ VALVE BOX FLUSH__\ POLYETHYLENE RISER WATERTIGHT/AIRTIGHT TO FINISHED GRADE CAST IRON OR PVC` g JUNCTION BOX RING AND COVER f'''` O EFFLUENT FILTER \\\\\/ \\\/\\/ Lw o E WITH ALARM FLOAT SERIAL NUMBER LOCATION/ DENITRIFICATION ///\// m LINE SCH 80 PVC UNION \ j\\/\ LU WITH ORIFICE PLATE A 24 ACCESS OPENING (3) A RISER DIAMETER THREADED CAP —� 5 �asw SPRAY BAR CONDUIT TO CONTROLPANEL SAME AS SEWER m ex SCH 80 PVC UNION, (3) —TO W�� PVC BAFFLE TEE DRAINFIELD 45' PVC ELBOW PVC WYE r 0] w w as3tl Z m p&�acWge V»`gig 2" PVC OUTLET PVC FLOAT MOUNTING 4" SEWER INLET TO DRAINFIELD STAND SLOPE- ELEVATION 7994' HIGH LEVEL ALARM U ° FLOW DRAINFIELD PUMP ON 4" PVC BUILDING SEWER c ji. "—"—' — — — — — — — — FLOW — — — — — — DRAINFIELD NOTE: P LACE CLEANOUTS ON BUILDING SEWERS AT CHANGES c 2E n FLOW e - IN GRADE, ANGLES OVER 45°, AND AT 100' INTERVALS _ .. p m Low LEVEL CUTOUT W 5 BUILDING SEWER CLEANOUT II 4 2" THICK, 25 PSI c m o PUMP VAULT EXTRUDED rn w BEDDING INSULATION BOARD Z c > MATERIAL (AASHTO SPEC. C° POLYSTYRENE, M230-70 8' ) w 16' v LENGTH MINIMUM 0 z - 32" o� c QO w a m NOT TO SCALE � W M ` �_� ,'.. ELIMINITEO OMNI - PLAN VIEW' 3 PUMP CHAMBER DETAIL BACKFILL MATERIAL SPRAY NOZZLE (TYP) SPRAY BAR 6" MIN. -12" MAX, EFFLUENT FILTER METAROCKO ELIMINITE tanks must be installed using either pea gravel or crushed stone as \ 3 WITH ALARM FLOAT FILL LEVEL backfill material. If damage is detected, do not attempt repairs. Contact ELIMINITE, INC. immediately. Telephone fax found the front \_ TRENCH WALL ° o DENiTRIFiCATiON LINE SCH 80 PVC UNION, (3) and numbers are on cover of these plans. Using other than approved bedding and backfill materials without prior written 6 PIPE INSULATION, <6' COVER 24"ACCESS OPENING (3) authorization from ELIMINITE, INC. will void the tank warranty. 4LL PVC BAFFLE TEE Use of unapproved backfill material may cause tank failure, or damage the tank or FINISHED GRADE surrounding property. Backfill material must meet the following specifications: The 4" SEWER INLET material is washed, free -flowing, and free of ice, snow and debris. When using pea ELEVATION 7994' 2" PVC OUTLET TO DRAINFIELD ravel, the material is to be a mix of rounded articles, sizes between 1/8 inch and 314 inch. The pea gravel must conform to the specifications ofASTM C-33, paragraph 9.1, TYPE "A" OR "B" sizes 6, 67 or 7. When using crushed stone, the material is to be a mix of angular VERTICAL TRENCH particles, sizes between 1/8 inch and 1/2 inch. The crushed stone must conform to TRENCH BACKFILL WALLS TO CONFORM the specifications of ASTM C-33, paragraph 9.1, sizes 7 or 8. No more than 5% (by TO OSHA weight) of the material may pass through a #8 sieve. It is recommended that the materials supplier certifies that the material conforms to ASTM C-33 REGUALATIONS �= '! and any other applicable specifications. If material which meets these specifications is not available, technical ELIMINITE, INC. for information BACKS LOPE AS 2 : o�0 - � contact support at on alternate materials and the for SPECIFIED TO / 0 T g' process approval. CONFORM TO J _ OSHA v EXCAVATION PARAMETERS REGUALATIONS 100 FT^3 METAROCK® w MEDIA Follow OSHA regulations for tank excavations. Collapse of excavation walls could result in death or serious injury. PIPE BEDDING IMPORTED 3/4" MINUS ° GEOGRID MEDIA SUPPORT GENERAL SELECT BEDDING MATERIAL PLACED w IN 6" MAX LIFTS AND COMPACTED TO 95% DENSITY ACCORDING TO AASHTO T-99 a The installing contractor must take all precautions necessary to protect employees U) M LIQUID LEVEL working in or near a tank excavation. These precautions should include but are not BEDDING SPECIFICATION: limited to the following: Locate and protect any utility installations near the excavation SEIVE OPENING % PASSING w z PUMP VAULT � before opening the excavation. Secure the walls of the excavation. Prevent exposure 3/4" 100 NUMBER 4 24-45 �— z of SEPTIC TANK RECIRC./ DOSE TANK hazards employees to hazardous fumes fromthe excavation. Protect employees from associated with water accumulation in the excavation. Erect barricades, NUMBER 200 0-10 3 2 Z W w a w 1500 GALLONS 650 GALLONS DRAINFIELD PUMP etc., a Lu HYDROMATIC SPD100 to prevent unauthorized vehicle or pedestrian traffic. Inspect, a minimum of once a TYPE 2 PIPE BEDDING REQUIRED FOR SOFT OR 1 4 day, the excavation and surrounding area. UNSTABLE FOUNDATION, AND REQUIRES GEOTEXTILE REFER TO INSTRUCTIONS, DETAIL FOR ELIMINITEO PUMP FABRIC BETWEEN TRENCH SIDEWALL AND IMPORTED BEDDING AND BACKFILL REQUIREMENTS For HYDROMATIC OSP50 additional information on excavation, trenching and shoring safety practices, BEDDING. PLACE IN 6" MAX LIFTS AND COMPACT TO 95% consult the following OSHA standards: Part 1926, Subpart M (Fall Protection), DENSITY ACCORDING TO AASHTO T-99. DEPTH VARIES, NOT TO SCALE 500-503; and Part 1926, Subpart P (Excavations), 650-652. BUT MUST EXTEND TO SUITABLE BASE MATERIAL, 2 ELIMINITEO OMNI - SECTION A -A 4 ELIMINITE® TANK NOTES 7 GRAVITY SEWER TRENCH DETAIL REFERENCE A _ B C _ D _ E G _ HH t J TB1 L1� 2� 3 —4 5 —6 �7 —® 9� �0 I TB2IT 2❑ —3❑ u I M1 T1 T M2 J I I L� - I I �_J L1 L1 L1 N DRAINFIELD DOSE TANK SEPTIC TANK 230 VAC 120 VAC HIGH LEVEL HIGH LEVEL PUMP CONTROL/DRAINFIELD PUMP INCOMING ALARM PUMPS PUMP PUMP START ALARM ALARM ELIMINITE® STOP POWER INCOMING PUMP POWER ELIMINITE- DRAINFIELD LOW LEVEL PUMP - PUMP CUTOUT FIELD CONNECTIONS* * 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. CONTROLS INTERFACE WITH NSF AUTO DIALING REMOTE ALARM INDICATOR TO BE PROVIDED BY OTHERS. COMPONENT/FUNCTION TYPE LOCATION CONTROL PANEL REF. CONNECTION SEPTIC TANK FLOAT SEPTIC TANK TB1 �9 & 10 E HIGH LEVEL ALARM EFFLUENT FILTER PUMP CHAMBER FLOAT PUMP CHAMBER TB1 ❑7 & [8] D HIGH LEVEL ALARM 30" FROM TANK FLOOR DRAINFIELD PUMP START FLOAT PUMP CHAMBER TB1 �5 & 6❑ C 27" FROM TANK FLOOR DRAINFIELD PUMP STOP FLOAT PUMP CHAMBER TB1 ❑3 & g 19" FROM TANK FLOOR ELIMINITE®PUMP FLOAT PUMP CHAMBER TB1 H & a A LOW LEVEL CUTOUT 16" FROM TANK FLOOR ELIMINITE®PUMP OSP 50 PUMP PUMP CHAMBER M1 T1 & T2 I DRAINFIELD PUMP SPD 100 PUMP PUMP CHAMBER M2 T1 & T2 J 230V INCOMING PUMP TB2 ❑1 & 2❑ G PUMP CIRCUIT CIRCUIT 120V INCOMING CIRCUIT TB2 & 4❑ H CIRCUITALARM ALARM CONTROL PANEL FUNCTIONS PANEL VIEW PRESENTED FOR REFERENCE ONLY. ACTUAL PANEL CONFIGURATION MAY VARY FROM THE PANEL SHOWN. 1. (TB1) TERMINAL BLOCK 2. (TB2) TERMINAL BLOCK, INCOMING POWER 3. M1 & M2 PUMP MOTOR CONTACTORS 4. SIEMENS LOGIC CONTROLLER/TIMER 5. CIRCUIT BREAKERS E 0 R H m w z m O O ELIMINITE® DUPLEX CONTROL PANEL 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 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 3.2 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. >rX3.1.4 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. PRESSURE TEST THE LATERALS PRIOR TO CHAMBER INSTALLATION (SEE SECTION 3.3 PRESSURE TESTING/SYSTEM PURGING). 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. 3.1.4.1 LATERAL ORIFICES ARE TO BE 5/32 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 ARETO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THE ORIFICE. 3.1.4.2 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO THE PLAN DETAILS. 3.1.4.3 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 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 PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 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 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 118 TO 114 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 F Casino (76 m 15 to 40 -9.4 to 4.4 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. STEP 2: OPEN ALL FLUSHING VALVES ON EACH LATERAL. STEP 3: FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE LATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCE MAIN AND LATERALS. STEP 4: DRILL 5/32 INCH ORIFICE IN THE CLEANOUT CAP OF EACH LATERAL. 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. STEP 6: REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED CAPS. 3.4 CHAMBER INSTALLATION 3.4.1 INFILTRATOR CHAMBERS, MODEL QUICK 4 STANDARD CAPACITY, SHALL BE USED TO COVER THE LATERALS. 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. 3.4.3 AN ENDCAP SHALL BE SECURED TO THE FIRST CHAMBER WITH FOUR SELF DRILLING SCREWS. THE 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. 3.4.4. STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS DOWN THE LENGTH OF THE LATERAL, FULLY ENGAGING INTERLOCKS AND SECURING WITH FOUR SELF DRILLING SCREWS. SPLASH PLATES SHALL BE INSTALLED BELOW ALL DOWNWARD POINTING ORIFICES. 3.4.5 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP TO THE LAST CHAMBER WITH FOUR SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL AND FLUSHING LINE SHALL PASS THROUGH HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL. 3.4.6 BACKFILL CHAMBERS, MANIFOLD, AND RISERS CAREFULLY AS SHOWN ON PLANS AND DESCRIBED IN SECTION 3.1.4 DRAINFIELD CONSTRUCTION "*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. 5 3 N v�� Z' ~� c �ti ciao p o0 ` �M LU ® 0 Ly c ca C, u� Zm Wr c >m w lY CO Lou1c N QC _ N [)fLU m �I o- Z O w Wc QS m Qo < _ a v K N C7 a z U Z CD 00 N� x0 �w (0, —1 c 3 0 U 00 a NOTES PROJECT g� 6�5 sLaw eac 5u ,a -Te bo PROJECT 7 ►vt Ce. TGu�1 project description / Pf 7921,alboyt, I a"Il (o- �i! C start completion date task/action follow-up date date All z),6#r r��2cj (- i� ah e. Vr i f� w ill Ll ` 1 l� eyc L vsL vi3) 0J,., 41 e7w AT t�(r PROJECT CONTACTS name phone/fax e-mail p.o isbf, A0,30 gvo:q, eo $(1, -Dov► oou.l,(_ l Ed ay rGls S!(n-3 Y 3 q-7o --3y3-a TUm Y,a�len6ael� �/o(� 3ieg-j oy documents enclosed notes