HomeMy WebLinkAbout156 Eagle Spur - 210926402010INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
Telephone:(970)328-8755
P.O.Box 179 -500 Broadway,Eagle,CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
PERMIT#2510-06 BUILDING PERMIT#BP-17516
OWNER:Kummer Development PHONE:(970)328-2326
MAILING ADDRESS:P.O.Box 659,Eagle CO 81631
APPLICANT:Vern Brock,PE PHONE:SAA
SYSTEM LOCATION:Lot 53;Frost Creek PUD;0154 Squires
Court.
TAX PARCEL NO.TBD
LICENSED INSTALLER:Vern Brock,PE LICENSE NO.38-06 PHONE:471-2121
DESIGN ENGINEER:Thomas J.Kallenbach,PE;Ecognitive,
Inc.
PHONE:(406)388-7504
SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE:
INSTALLATION GRANTED FOR THE FOLLOWING:1,600 GALLON DAUL COMPARTMENT PRECAST CONCRETE TANK WITH
500 GALLON DOSE TANK ATTACHED;A MODEL 120 ELIMINITE DENITRIFICATION UNIT WITH 1,125 SQUARE FEET OF
ABSORPTION AREA CREDIT VIA 64 Q4 INFILTRATOR CHAMBERS,PRESSURE DOSED IN A SHALLOW TRENCH CONFIGURATION,
ARRANGED IN FOUR ROWS OF SIXTEEN CHAMBERS EACH.INSTALL EXACTLY AS DEPICTED ON THE ECOGNITIVE DESIGN AS
REVISED 8/2/06.
SPECIAL INSTRUCTIONS:INSTALL EXACTLY AS DEPICTED ON THE REVISED DESIGN DATED 8/2/06.
DO NOT INSTALL IN WET WEATHER.
●Call Eagle County and the design engineer for final inspection prior to back-filling any portion of the installation or with any
questions.
●The Building Certificate of Occupancy will not be issued until the septic system has been inspected and approved.
ENVIRONMENTAL HEALTH APPROVAL:DATE:8/8/06
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:
ANY ITEM 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
79
Eagle (970) 328-8755 P.O. Box Fax: (970) 328-8788 Eagle,
Broadway
El Jebel (970) 704-2700 n Eagle, CO 81631
TOLL FREE: 800-225-6136� www•eaglecounty.us
EAGLE COUNTY
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ISDS Permit # LJ 10-ODD Building Permit # 1-75/ 69
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: KUMMER DEVELOPMENT CORPORATION Phone: 970-328-2326
Mailing Address: P.O. BOX 659, EAGLE, CO 81631
Applicant/Contact Person: VERNL.BROCK
Licensed Systems Contractor: VERN L. BROCK, P.E.
Phone: 328-2326
License # 38-06
Company/DBA: KUMMER DEVELOPMENT CORPORATION Phone: 970-328-2326
Mailing Address: P.O. Box 659, EAGLE, CO 81631
Permit Application is for: (x New Installation F- Alteration r Repair
Location of Proposed Individual Sewage Disposal System:
Legal Description:
Tax Parcel Number: .9/0j,,_ /� Lot Size:
Assessor's Link: www.eaglecounty.us/patie/
Physical Address: 0 I SW S(QUIRErs Coj4Z7(
Building Type: (x Residential/Single Family Number of Bedrooms:
(— Residential/Multi Family Number of Bedrooms:
F- Commercial/Industrial* Type of Use:
*These systems require design by a Registered Professional Engineer
LOT S3
4 , C:) ACRES
Type of Water Supply: j Private Well F— Spring F— Surface Ix Public
If Public Name of Up�lier : TO N OF EAGLE
Applicant Signature : ,
Office Use Only
Amount Paid: 15 �50 Receipt#: t��2( Check#: Date:
ID�aM7I-0
August 8,2006
Vern Brock,PE
Kummer Development Corp.
Adam’s Rib Frost Creek
P.O.Box 659
Eagle,CO 81631
RE:Issuance of Individual Sewage Disposal System (ISDS)Permit #2510-06
Tax Parcel #tbd;Property Location:Lot 53,Frost Creek PUD;0154 Squires Court
Dear Vern,
Please find enclosed ISDS permit,number 2510-06 to conduct the construction exactly as indicated on the permit
and the design as revised 8/2/06.It remains valid for 120 days or for the duration of a current building permit.The
enclosed copy of the permit must be posted at the installation site.Any changes in plans or specifications must be
pre-approved by this department.It is our understanding that a copy of the approved plans with this permit affixed
to the front page is being sent directly to you by Ted Cotton at Ecognitive.
Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of
an inspection have been properly addressed before calling for your final inspection.All components of the system
must be exposed for our inspection.Projects that require multiple inspections will be assessed a re-inspection fee of
$55.00 payable before or at the time of inspection.It is extremely important to remember to rake all infiltrative
surfaces and avoid installing systems in wet or frozen ground.
In addition to avoiding installations during unfavorable site conditions,please be advised of our annual time frame
for ISDS installations,unless otherwise specifically approved by this department.Permits issued on or before
November 15 must be installed prior to December 1.Spring field activities typically resume around mid March.
Avoiding the winter months promotes better site evaluations,designs and installations resulting in the best private
wastewater system for our customers.If unfavorable conditions prevail between the installation and the final
inspection (such as snow)special precautions must be taken to protect the drain field area from the elements.
Please keep this office informed regarding the progress of your installation so we can provide responsive customer
service when scheduling your final inspection.The Temporary Occupancy Permit (TCO)associated with the
building permit cannot be issued without the septic system being finally inspected.Systems designed by a
registered professional engineer must be inspected and certified by the design engineer as well as Eagle County
Environmental Health.
If you have any questions,please feel free to contact us at (970)328-8755.
Sincerely,
Terri Vroman
Administrative Technician IV
cc:ISDS permit folder 2510-06
e-Chronological file
Ecognitive,via email
Encl:ISDS Permit #2510-06
Final Inspection Completeness Checklist
RECEIVED
JUN 2 7 2006
�p PEviENTAL,iain't. Rib HEALTHT
June 28, 2006
Raymond P. Merry, REHS
Eagle County Environmental Health Director
P.O. Box 179
500 Broadway
Eagle, Colorado 81631
Re: Letter of Compliance with WQMMP
Frost Creek PUD Lot 53; BP - 17516
Dear Mr. Merry:
This letter is written to provide "certification from the project engineer that Frost Creek PUD
remains in compliance with the Water Quality Management and Mitigation Plan
(WQMMP)" prior to the issuance of the above building permit.
MONITORING FREQUENCY
Project Phase: Construction Phase, second year
• Surface Water Monitoring: 2 Wet Weather Events Annually and 2 Dry
Weather Events Annually.
• Groundwater and Wetland Monitoring: 2 Events Annually — conducted between
June and September.
• Bioassessment: 1 Event Every 2 Years
• Clubhouse Wastewater Treatment Facility: Testing to conform to CDPHE
Requirements.
• Mitigation Measure Monitoring: Daily during construction, 3 (minimum) visual
observations per year thereafter, and after storm events as needed.
1
STATUS REPORT
Surface Water Monitoring: The first Surface Water, Dry Weather water quality
sampling occurred on April 26, 2006, by Wright Water Engineers, Inc. (WWE) (Chad
Taylor, Project Manager, 303-480-1700), during peak snow runoff of the project site.
The water samples were analyzed by ACZ Laboratories, Inc. (Tony Antalek, ACZ
Project Manager, 1-800-334-5493, Steamboat Springs, CO).
Laboratory results analyzed TSS, TDS, Total Phosphorous, and Total Nitrogen at the four
(4) sampling locations — SWBC1, SWBC2, SWFCl, and SWFC2.
Please see attached May 8, 2006 analytical report by ACZ Laboratories and June
16, 2006 Status Report and interpretations of laboratory results by Wright Water
Engineers.
The next Surface Water Monitoring will take place between July 15 and October 31 to
correspond to baseflow conditions. The two Wet Weather Events sampling will occur
within 48 hours of a storm event.
• Groundwater and Wetland Monitoring: Per the WQMMP, the Groundwater Grab
Samples will be collected and submitted during the next round of sampling, between June
and September.
• Bioassessment: The Bioassessment was completed in 2005 and will be conducted
again in 2007.
• Clubhouse Wastewater Treatment Facility: The CDPHE Water Quality Control
Commission has approved the site application per the "Site Location and Design
Approval Regulations for Domestic Wastewater Treatment Works" on June 2, 2006
(Ron Falco, P.E., Engineering Section Manager, 303-692-2000).
• Mitigation Measure Monitoring:
The Frost Creek "Stream Enhancement Relocation Plan" submitted to the Army Corps of
Engineers under our approved 404 permit is currently under construction and is
aggressively mitigating erosion into Frost Creek, but is inherently exposed. Once Frost
Creek is relocated to it's approved location, the historic creek channel will be filled in
and revegetated. The creek relocation will have drop structures to reduce water velocities
and potential erosion, and specific vegetation to promote wetlands and a riparian corridor
that does not currently exist. This work may be contributing to the TSS in Frost Creek in
the short term.
On Saturday, June 17, 2006, Colorado Department of Public Health and Environment
specialist Bill Carlson - in compliance with the Storm Water Management Plan Permit
#030000 - inspected the project. He inspected key erosion and sediment control BMP's
2
for the project and resulted in few comments and overall high marks. Those
recommendations have already been implemented.
To date, the WQMMP continues to be maintained through daily site monitoring by Adam's Rib,
and biweekly inspections by WWE.
Please feel free to call to discuss any items.
incerely,
f i t
Vern,L. Brock, P.E.
Project Engineer
Cc: Bruce Gray, Project Manager
ABCDEFG12A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY COPYRIGHT 2006 BY ECOGNITIVE INC. ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN cH345FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE INC.FROST CREEK LOT 53TAC314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVECONTROL PANELC1.4ELIMINITE / SEPTIC TANKSC1.3DRAINFIELDSITE PLANCOVERDESCRIPTIONC1.2C1.1C1.0SHEETSHEET INDEXCONTACTS/CONSULTANTSPROJECT DESCRIPTIONFROST CREEK LOT 53SYSTEM DESIGNSUBMITTED TOC1.0NOTESC1.512345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091929394959697
FROST CREEKDTOLOT 5312345COPYRIGHT 2006 BY ECOGNITIVE, INC., ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE, INC.ABCD EFGH314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVE4.000 ACRESA S P H A LT D R IV E W A Y LOWER = 7341'-0"UPPER = 7352'-0"GARAGE = 7350'-9"DECK=7352'-0"DECK=7352'-0"PATIO=7341'-0"PATIO=7341'-0"COVERED DECK = 7352'-0"L2L2L1L1L3L3L3L3L3L1L1L1L1L1L3L3L3L3UPPERLEVELLOWERLEVELLOWERLEVELUPPERLEVELUPPERLEVELUPPERLEVELLOWERLEVELLOWERLEVEL7 3 4 0
BUILDING ENVELOPEL4L4L4L4L4L4L3HOMESITE #53733873367 3 4 2
734473467348735073507342734473467348ROOF DRIPLINE7 3 4 0
7350L4L4HOT TUBGAS METERELEC. METER4" CLEANOUTELIMINITE MODEL1204" PVC BUILDING SEWERSEPTIC/DOSE TANK2" PVC FORCEMAIN2" PVC MANIFOLD1 1/2" PVC LATERALLATERAL FLUSHASSEMBLYQUICK 4INFILTRATORCHAMBERSC1.1
0SCALE 1"= 10'10510APPROXIMATELY 38.2', OF 2"Ø SCH 40 PVC PIPE.SEE LATERAL SCHEDULE ABOVEMANIFOLD:LATERALS:ORIFICES:FORCEMAIN:PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUSTIMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEERAND REPLACED AT THE CONTRACTORS EXPENSE.2"Ø SCH 40 PVC END MANIFOLD APPROX. 28' IN LENGTH3/16"Ø ORIFICES DRILLED 5'-0" O.C., DRILL IN A MANNER SUCHTHAT ALL BURRS ARE REMOVED WITHOUT DAMAGE TO THEORIFICES.FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANTELEVATIONCONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUSSIZE DRILL BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BYENGINEER.CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER.ORIFICES SHALL BE DRILLED ON CROWN OF PIPE (12:00) EXCEPT EVERY 5THORIFICE WHICH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALLSPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.DEFLECT/ADD FITTINGS TO CHAMBER AS REQUIRED TO MAINTAIN CONSTANTELEVATIONTWO INSPECTION PORTS PER LATERALCONTOUR INTERVAL 2'112"Ø SCH. 40THREADED CAP112"Ø SCH. 40 PVCTHREADED UNION112"Ø SCH. 40 PVC 45°BEND112"Ø SCH. 40 PVC BALL VALVECLOSED DURING NORMALOPERATION. SEE DRAINFIELDNOTES112"Ø SCH. 40 PVC SLOTTEDFLUSHING LINE. MAKE SAWCUTSAPPROX 3/16" WIDE AND ATAPPROX 4" SPACINGDO NOT CAPEND112"Ø SCH. 40PVC LATERALSCARIFY TRENCHBOTTOM WITH HANDRAKETO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL ORMACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOMDRAINFIELD10MANIFOLD74-3 TYPICALMOUND IS TO BENATIVE SOILBACKFILL TOCOMPENSATEFOR SETTLINGDRAINFIELD TRENCH DETAIL8INFILTRATOR DETAIL5INSTALL STANDARDINFILTRATOR ENDPLATEINFILTRATOR INSTALLATION3INFILTRATOR CHAMBERINFILTRATOR ENDCAPS & CHAMBERS SHALL BE SECURED w/ SHEETROCKSCREWS.SCARIFY TRENCHBOTTOM W/ HANDRAKE-4112"Ø SCH. 40 PVC LATERALKEEP PIPE NETWORK FREEOF DEBRISSTANDARD INFILTRATORCHAMBERLAST ORIFICE POINTEDDOWN SEE DRAINFIELDNOTE #26"Ø PVC PIPE FOR INSPECTION PORT w/CIRCULAR VALVE BOX FLUSH w/FINISHED GRADE AS SHOWN ON SHEETC1.0112"Ø SCH. 40 PVCTEE6"Ø CIRCULAR VALVE BOX (ORBIT PART No.53021 OR EQUIVALENT OVER FLUSHING VALVE.USE 6"Ø PVC PIPE TO EXTEND VALVE BOXFLUSH WITH FINISHED GRADETYPICAL DRAINFIELD CROSS SECTION9TRENCH 1TRENCH 28 TYPICALTRENCH 3-12SEPARATE TOPSOIL, SOD AND PLANTS DURINGEXCAVATION. MAINTAIN EXISTING SOD AND PLANTS ASMUCH AS POSSIBLE.LOOSELY PLACE TOPSOIL OVER TRENCH. REPLACESOD AND PLANTS UPRIGHT IN THE TOPSOIL AFTERCONSTRUCTION.TRENCH EXCAVATION AND BACKFILL2" SCH 40MANIFOLD2x112" SCH 40REDUCING TEE112"Ø SCH 80PVC UNION w/ORIFICEPLATE.ORIFICE Ø PERLATERALDRILLINGSHEDULE SEE-4112"Ø SCH 40PVC LATERALDRAINFIELD NOTESN/AN/AFROST CREEKDTOLOT 5312345COPYRIGHT 2006 BY ECOGNITIVE, INC., ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE, INC.ABCD EFGH314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVE4 0 73387336E7 3 4 0
TERMETER4" PVC BUILDING SEWERSEPTIC/DOSE TANK2" PVC FORCEMAIN2" PVC MANIFOLD1 1/2" PVC LATERALLATERAL FLUSHASSEMBLYQUICK 4INFILTRATORCHAMBERSEXACT LOCATIONS OF THE TANKS TO BE DETERMINEDON SITE BY THE ENGINEERN/AN/AC1.2
FROST CREEKDTOLOT 5312345COPYRIGHT 2006 BY ECOGNITIVE, INC., ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE, INC.ABCD EFGH314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVEELIMINITE LOOP36SEPTIC TANK WITH PUMP CHAMBER1ELIMINITE MODEL 120 - PLAN VIEWCLEANOUT5ELIMINITE MODEL 120 - SECTION VIEW2ELIMINITE DRAIN PIPING412"-15"28"31"C1.3
FROST CREEKDTOLOT 5312345COPYRIGHT 2006 BY ECOGNITIVE, INC., ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE, INC.ABCD EFGH314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVESWITCHFLOWPUMPELIMINITESWITCHFLOWTANKELIMINITEALARMCIRCUITINCOMING120VCIRCUITPUMPINCOMING230VPUMPELIMINITESWITCHFLOWPUMPDRAINFIELDPUMPDRAINFIELD4&3TB2ALARM2&1TB212&11TB1T2&T1M1T2&T1M2PUMP50SPDPUMPCIRCUITCIRCUITCHAMBERPUMPPUMP50OSPSWITCHFLOWCHAMBERPUMPCHAMBERPUMPCOMPONENT/FUNCTIONSTARTPUMPDRAINFIELDALARMLEVELHIGHCUTOUTLEVELLOWPUMPELIMINITESTOPPUMPDRAINFIELDCONNECTIONPANELCONTROL8&7TB16&5TB110&9TB12&1TB14&3TB1FLOORTANKFROM15"CHAMBERPUMPFLOORTANKFROM12"CHAMBERPUMPFLOATFLOATFLOORTANKFROM28"CHAMBERPUMPFLOORTANKFROM31"FLOATTYPEFLOATCHAMBERPUMPLOCATIONREF.HGFIJDCEABA B C D E FG HI JTB1TB2M1M211#*P R M2 36547 8 90DIALERVOICEAUTOMATICAVD-45B+RED-BLACKYELLOWWHITE21EM1Q1AD1OUTVDC12ADJ.VOUTSUPPLYPOWER2CLASSVDC12PWS1V-V+GRONLOLNN/1.42L1/1.41CONNECTORPOWER/ALARMCONNECTORRJ-11LINETELEPHONEELIMINITE SENTRY PLUS SERIES AUTO-DIALER* 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.1234 5 67891011121 23 4T1T2T1 T2ELIMINITE PUMPLOW LEVELCUTOUTDRAINFIELDPUMPSTOPDRAINFIELDPUMPSTARTHIGHLEVELALARMELIMINITE PUMPFLOW SWITCHDRAINFIELD PUMPFLOW SWITCHL1L1L1N230 VACPUMPINCOMINGPOWERELIMINITEPUMPTHE USE OF SEPERATE POWER SOURCES FOR PUMP AND ALARM IS REQUIRED. MAIN SERVICE DISCONNECT PROVIDED BY OTHERS.DRAINFIELDPUMP120 VACCONTROL/ALARMINCOMINGPOWERCONTROL PANEL FUNCTIONSPANEL VIEW PRESENTED FOR REFERENCE ONLY.ACTUAL PANEL CONFIGURATION MAY VARY FROM THE PANEL SHOWN.C1.0C1.4
ABCDEFG12A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY COPYRIGHT 2006 BY ECOGNITIVE INC. ALL RIGHTS RESERVED. PRINTED IN THE UNITED STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN cH345FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ECOGNITIVE INC.FROST CREEK LOT 53DTO314 A ANDREA DRIVE, BELGRADE, MT 59714PHONE 406-388-7504 FAX 388-7549ECOGNITIVEC1.5NOTES PART 1 - GENERAL1.1 DESCRIPTIONTHIS SECTION COVERS THE CONSTRUCTION OF THE INFILTRATION DRAINFIELD, INCLUDINGCONSTRUCTION OF PIPING NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION,BACKFILLING, DRESSING AND CLEAN UP OF THE SITE.PART 2 - PREPARATION2.1 SITE PROTECTIONBEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE OVER DRAINFIELD AREABEFORE OR AFTER INSTALLATION OF INFILTRATOR CHAMBERS.2.2 SITE PREPARATIONSTEP 1: FENCE THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTIONACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOILCOMPACTION.STEP 2: STAKE OUT THE DRAINFIELD PERIMETER IN THE PROPER ORIENTATION. REFERENCESTAKES SET SOME DISTANCE FROM THE DRAINFIELD PERIMETER ARE ALSO REQUIRED IN CASE THECORNER STAKES ARE DISTURBED.STEP 3: CUT AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUNDSURFACE AND THE STUMPS LEFT IN PLACE.STEP 4: MEASURE THE AVERAGE GROUND ELEVATION TO DETERMINE THE BOTTOM ELEVATION OFTHE DRAINFIELD.2.3 AT-GRADE SOIL PLACEMENTSTEP 1: KEEP TRUCKS OFF THE PLOWED AREA.STEP 2: CONSTRUCT TRENCHES 36" WIDE AND 12" DEEP FOR PLACEMENT OF DRAINFIELD LATERALSAND INFILTRATOR CHAMBERS.PART 3 - EXECUTION3.1 SITE PREPARATION AND DRAINFIELD CONSTRUCTION3.1.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARDSPECIFICATION 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 WITHPVC PIPE. PRIMER USEDSHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCHCOLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED ATTHE CONTRACTOR'SEXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTICPIPE).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 WILLDRAIN BETWEEN DOSES, EITHER OUT THE LATERALS OR BACK INTO THEPUMP CHAMBER. THELATERALS 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 INPLANS.STEP 4: PLANT GRASS OVER THE ENTIRE DRAINFIELD USING GRASSESADAPTED 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 TOPOF THE PIPE EXCEPT THAT EVERY FIFTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THEPIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 24 INCHES FROM THEBEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATIONFROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHERMATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THEORIFICE.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 PRESSURETESTING/SYSTEM PURGING).3.1.8 INSTALL INFILTRATION CHAMBERS OVER LATERALS (SEE SECTION A 3.4 CHAMBERINSTALLATION).3.1.9 EVERY PRECAUTION SHOULD BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THEPIPE WHILE IT IS BEING INSTALLED. AT TIMES WHEN PIPE LAYING ISNOT IN PROGRESS, THE OPENENDS 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 THEPROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING INTHE DISTRIBUTION SYSTEMAFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPEJOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE AFUNCITON OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THEMATERIALS AND TOOLS REQUIREDINCLUDE (AWWA, 1981):1. A FINE-TOOTHED SAW2. A MITRE BOX3. A SMALL KNIVE, FILE, OR BEVELING TOOL4. FINE-GRAINED ABRASIVE PAPER5. CLEAN, DRY CLOTH OR PAPER TOWEL6. CLEANER, AND/OR PRIMER CAPABLE OF IMPARTING COLOR7. THE PROPER SOLVENT CEMENT8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMTER OFTHE CASING BEING JOINED OR ASPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER.PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHEDAS LISTED BELOW (AWWA 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAYPRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOLD BE USED WITH CARE; AVOIDCONTACT 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 CLOTHOR PAPER TOWEL. GREASE MUST BE REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENTMANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS IN THE DEVELOPMENTOF A BETTER BOND.STEP 4: CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD "DRY FIT" SHOULD SHOW THE SPIGOTEND ENTERING THE SOCKET TO ABOUT ONE-HALF TO TWO -THIRDS OF ITS DEPTH. SOME MANUFACTURERSSUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY DIMENSIONED PIPE, BELL, ORCOUPLING SHALL NOT BE USED.STEP 5: IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE INSIDE SURFACES OF THE SOCKET. THEPRMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TOPREPARE THE SOCKETS OF A MOLDED COUPLING.STEP 6: PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC CASING (SPIGOT) END TO PREPARE IT FORJOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THEPRIMER.STEP 7: APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR SURFACE OF THE SOCKET. THE USE OFTOO MUCH SOLVENT COULD WEAKEN THE CASING WALL.STEP 8: APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE SURFACE OF THE SPIGOT END OFTHE CASING.STEP 9: INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY INTO THE SOCKET TO THE ENTIREDEPTH OF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASINGARE COMPLETELY COATED WITH WET CEMENT.STEP 10: TWIST CASING 1/8 TO 1/4 TURN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR ATLEAST 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 ABEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THESOCKET.STEP 12: TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET ISREACHED (TABLE 1).TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE INITIAL SET TIMES**DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS ABOUT TEN TIMES LONGER THANSHOWN BY THIS TABLE.3.3 PRESSURE TESTING/SYSTEM PURGING3.3.1 PRESSURE TESTING/SYSTEM PURGINGONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TOBE PURGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEERUSING THE FOLLOWINGPROCEDURE: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 THELATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCEMAIN AND LATERALS.STEP 4: DRILL 3/16 INCH ORIFICE IN THE CLEANOUT CAP OF EACH LATERAL.**PLEASE NOTE THAT DESIGN AND INSTALLATION OF A SUBSURFACEDRAINFIELD FOR THIS LOT IS CONTINGENT UPON THE EXISTANCE OFSUITABLE SOILS TO A DEPTH OF AT LEAST 48" BEFORE BEDROCK ISENCOUNTERED. THE EXISTANCE OF BEDROCK AT A DEPTH OF UNDER 48"MAY RESULT IN THE REQUIREMENT OF AN AT-GRADE OR MOUNDEDDRAINFIELD.
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