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155 Travis Rd - 194135204005
Work Classification: NewPermit 1639 ARLINGTON ST HOUSTON TX 1639 ARLINGTON ST HOUSTON TX Address Owner Information Permit Status: Active Project Address 194135204005 Permit Type: OWTS Permit Permit NO. OWTS-10-11-6768 Expires: 10/25/2012 Issue Date: 6/27/2012 Parcel No. 000155 TRAVIS RD WOLCOTT AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (832)722-5246 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number DEFINA CONSTRUCTION CO (970)328-0900 Yes31-12 ELBERT JOHNSON Permitted Construction / Details: Install as per the LKP design as revised June 26, 2012. System consists of a 1,500 gallon concrete septic tank and 1,875 square feet of soil treatment area credit via 94 Infiltrator Q4 chambers serially connected as shown on the plans. The system is designed to accommodate a five bedroom residence. Engineer certification of proper installation according to the approved plans is required prior to occupancy of the dwelling or use of the system. Call the engineer for inspections at appropriate intervals during installation. Issued by: Environmental Health Department, Eagle County, CO August 02, 2012 Date Customer Copy Ray Merry CONDITIONS: 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 C.R.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 PERMIT, AND 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 Work Classification: NewPermit 1639 ARLINGTON ST HOUSTON TX 1639 ARLINGTON ST HOUSTON TX Address Owner Information Permit Status: Active Project Address 194135204005 Permit Type: OWTS Permit Permit NO. OWTS-10-11-6768 Expires: 10/25/2012 Issue Date: 6/27/2012 Parcel No. 000155 TRAVIS RD WOLCOTT AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (832)722-5246 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number DEFINA CONSTRUCTION CO (970)328-0900 Yes31-12 ELBERT JOHNSON Permitted Construction / Details: Install as per the LKP design as revised June 26, 2012. System consists of a 1,500 gallon concrete septic tank and 1,875 square feet of soil treatment area credit via 94 Infiltrator Q4 chambers serially connected as shown on the plans. The system is designed to accommodate a five bedroom residence. Engineer certification of proper installation according to the approved plans is required prior to occupancy of the dwelling or use of the system. Call the engineer for inspections at appropriate intervals during installation. Office Copy August 02, 2012 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 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 C.R.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 PERMIT, AND 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 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaolecountv.us EAGLE. COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # (00 n 5_ 10. 1,1- f, ]Z L $ BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE $400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is I$ 35.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: Phone - Mailing Address: �O '2-A- St& ," u&Trt g (10�email Registered Professional Engineer: i.LQ n��✓I Phone: Applicant or Contact Person: Nm 6NOCEZ� Phone: 61w Licensed Systems Contractor: T,5-Z-2 License # Company I DBA: Mailing Address: Phone: email Permit Application is for: X New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: I - Tax Parcel Number: l"n l.a,54 c4057- Assessor's Link:.www.eaglecounty.us/patie/ C7t- L j - 4jW L Lot Size: ID' ts� h,- (,rs Physical Address: � Building Type: XResidential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: X Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: Office Use Only Amount Paid: Receipt #: Check #: Date: 1021-d1l M September 7, 2012 Mr. Jim Gregg Gregg & Company Builders P.O. Box 526 Wolcott, CO 81655 E-mail: greggco@gmail.com RE: Inspection of Septic System Installation Johnson Residence Lot 16, Travis Creek, Filing 2 155 Travis Road Eagle County, Colorado Project No. : 11043- OWTS-10-11-6768 Dear Gregg: At the request from Gary Defina, Defina Construction CO, on August 7 and 29, 2012, we visited the construction site at the Johnson Residence, Lot 16, Travis Creek, Filing 2, 155 Travis Road, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 11043SD.DWG, dated June 26, 2012, and as shown on the attached as-built sketch. They installed a 1500-gallon, two compartments, concrete septic tank by Valley Precast. One cleanout was constructed between the septic tank and the building. Ninety-four, Q-4, Standard Infiltrator Chambers were installed in three trenches. There were twenty-five (25) and thirteen (13) infiltrators in the first trench, with a 6-feet separation after the first twenty-five. In the second trench there were twenty-five infiltrators, a six-foot pipe and ten (10) more infiltrators. In the last trench there were twenty-one infiltrator chambers. There was a minimum of six feet separation between the trenches. In the first and last infiltrator of each trench, inspection ports were installed. The T’s in both compartments of the septic tank were at least 14-inches long. The west end of the top trench was deeper than three feet. They will cut the slope above the trench down and construct a small boulder wall if necessary to retain the site above the leachfield. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure cc: Eagle County Environmental Health Department, E-mail: Terri.Vroman@eaglecounty.us J:\_WP X4-LKP\2011\11043OSIQ4.wpd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088 7/17/12 Eagle County Government Mail - Job # 11043 �•..+h.GCV. J8le EAGLE CQIJ Job # 11043 3. Terri Vroman <terri.vroman@eaglecounty.us> To: "Petrovska, Luiza" <luiza@lkpeng.com> Terri Vroman <terri.vroman@eaglecounty.us> Fri, May 18, 2012 at 2:26 PM Luiza, I am wondering about the status of job #11043 at 155 Travis Rd. and hoping you can help me out. I will probably be bugging you pretty regularly until I get through these old files unless I get side tracked again........ Anyway any information you have would help me. Thanks and hope you and yours are all healthy and happy! Terri Vroman Environmental Health Administrative Technician 590 Broadway P.O. Box 179 Eagle, CO 81631 (970) 328-8755 Office (970) 328-8788 Fax terri.\/roman@eaglecounty.us "People will forget what you said, people will forget what you did, but people will never forget how you made them feel" Maya Angelou Luiza Petrovska <luiza@lkpeng.com> To: Terri Vroman <terri.vroman@eaglecounty.us> Terri, Mon, May 21, 2012 at 7:36 AM You are awesome for keeping track of everybody's projects. The leachfield got moved below the road, so we will be doing another perc test. They will probably construct the system by the end of the summer. Luiza From: Terri Vroman[mailto:terri.vroman@eaglecounty.us] Sent: Fri 5/18/2012 2:26 PM To: Luiza Petrovska Subject: Job # 11043 [Quoted text hidden] Terri Vroman <terri.woman@eaglecounty.us> To: Luiza Petrovska <luiza@lkpeng.com> Mon, May 21, 2012 at 9:06 AM https://mail.google.com/mail/?ui=2&ik=30478a9c52&view=pt&q=luiza&qs=true&psize=20&pmr=100&pdr... 1 /2 7/17/12 Eagle County Government Mail - Job # 11043 Thank you and hope your weekend was great. Terri Vroman Environmental Health Administrative Technician 590 Broadway P.O. Box 179 Eagle, CO 81631 (970) 328-8755 Office (970) 328-8788 Fax terri.\/roman@eaglecounty.us "People will forget what you said, people will forget what you did, but people will never forget how you made them feel" Maya Angelou [Quoted text hidden] https://mail.google.com/mail/?ui=2&ik=30478a9c52&view=pt&q=luiza&qs=true&psize=20&pmr=100&pdr... 2/2 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client:Mr. Jim Gregg Gregg & Company Buidlers P.O. Box 526 Wolcott, CO 81655 Location:Lot 16, Travis Creek, Filing 2 155 Travis Road Eagle County, Colorado Project No. : 11043 P-1 P-2 P-3 TIME/DEPTH 21-3/16" 20-8/16" 20-4/16" 1:00 pm 2-14/16" - 3-4/16" 5-4/16" 1:10 pm 5-14/16" 3" 4-4/16" 1" DRY Add water 5" - 1:20 pm 7-10/16" 12-12/16" 5" 12/16" 7" 2" 1:30 pm 9-2/16" 1-8/16" 5-8/16" 8/16" 8-12/16" 1-12/16" 1:40 pm 10-2/16" 1" 6-2/16" 10/16" 10" 1-4/16" 1:50 pm 11-2/16" 1" 6-8/16" 6/16" 10-12/16" 12/16" 2:00 pm 12" 14/16" 6-14/16" 6/16" 11" 12/16" 2:10 pm 12-6/16" 6/16" 7-4/16" 6/16" 11-12/16" 12/16" 2:20 pm 12-12/16" 6/16" 7-10/16" 6/16" 12-8/16" 12/16" 2:30 pm 13-2/16" 6/16" 8" 6/16" 13-4/16" 12/16" 2:40 pm 13-8/16" 6/16" 8-6/16" 6/16" 14" 12/16" 2:50 pm 13-14/16" 6/16" 8-12/16 6/16" 14-12/16" 12/16" PERC RATE 27 MIN/INCH 27 MIN/INCH 13 MIN/INCH AVG PERC 27 MPI Average Percolation Hole Diameter: 8" Holes Dug and Presoaked : June 20, 2012 Test Run : June 21, 2012 Profile Hole: 0 - 1' - Topsoil 1' - 6'- Light brown, clayey sand with angular rock fragments 6' - 8' -Reddish brown, sandy clay with angular rock fragments No Ground water encountered By: Peter Petrovski LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client:Mr. Jim Gregg Gregg & Company Buidlers P.O. Box 526 Wolcott, CO 81655 Location:Lot 16, Travis Creek, Filing 2 155 Travis Road Eagle County, Colorado Project No. : 11043 P-1 P-2 P-3 TIME/DEPTH 23" 18" 22" 9:50 am 3-8/16" 4-8/16" 5-10/16" 10:00 am 5-4/16" 1-12/16" 5-8/16" 1" 7-4/16" 1-10/16" 10:10 am 6-4/16" 1" 6-4/16" 12/16" 8-4/16" 1" 10:20 am 7-4/16" 1" 6-14/16" 10/16" 9" 12/16" 10:30 am 8" 12/16" 7-4/16" 6/16" 9-8/16" 8/16" 10:40 am 8-6/16" 6/16" 7-10/16" 6/16" 10" 8/16" 10:50 am 8-12/16" 6/16" 8" 6/16" 10-8/16" 8/16" 11:00 am 9-4/16" 6/16" 8-6/16" 6/16" 10-14/16" 6/16" 11:10 am 9-10/16" 6/16" 8-12/16" 6/16" 11-4/16" 6/16" 11:20 am 10" 6/16" 9-2/16" 6/16" 11-10/16" 6/16" 11:30 am 10-6/16" 6/16" 9-8/16" 6/16" 12" 6/16" PERC RATE 27 MIN/INCH 27 MIN/INCH 27 MIN/INCH AVG PERC 27 MPI Average Percolation Hole Diameter: 10" Holes Dug and Presoaked : September 21, 2011 Test Run : September 22, 2011 Profile Hole: 0 - 6" - Topsoil 6" - 6'- Brown, clayey, gravelly sand with flat sandstone boulders No Ground water encountered By: Peter Petrovski 282 - 284 Single Seal Series 4282 - 4284 Double Seal Series (For Pump Prefi x Identifi cation see News & Views 0052) “WASTE-MATE” SUBMERSIBLE COMPARE THESE FEATURES • Non-clogging vortex impeller. • Durable cast construction. Cast iron switch case, motor and pump housing, base and impeller. No sheet metal parts to rust or corrode. All cast iron class 25-30 25000# tensile strength. • Stainless steel screws, bolts, fl oat rod, handle, guard and arm and seal assembly. • Shaft Seal - Carbon & ceramic rotary face seal, with stainless steel wetted parts. • UL Listed 3-wire neoprene cord and plug. 10 ft. standard for automatic. 15 ft. standard for nonautomatic. • Upper sleeve bearing and lower ball bearing running in a bath of oil. • Maximum temperature for sewage or dewatering 130°F (54°C). • Motor - 60 Hz, 1750 RPM, oil-fi lled, hermetically sealed, automatic reset thermal overload protected (1 Ph and Auto 3 Ph). • All models are available in 2" or 3" discharge. • All models pass 2 inch spherical solids. • Automatic units available with fl oat operated, submersible (NEMA 6) mechanical switch. Available in both 1 and 3 Phase Units.** • Corrosion resistant powder coated epoxy fi nish. • On point 15¼", Off point 5¼". • Major width 13 9/16". Major height 18 13/16". (Single seal pumps) MODELS 4282-4284 DOUBLE SEAL PUMPS (nonauto only) • Protects motor from seal leaks. • Improved bearing lubrication. • Helps eliminate seal and bearing damage from dry runs. • Major width 13 9/16". Height 21 7/16". SECTION: 2.30.040 FM0494 0211 Supersedes 0110 * * SEWAGE OR DEWATERING PUMP 2" OR 3" FLANGED DISCHARGE • PASSES 2" SOLIDS Product information presented here refl ects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies.MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 (502) 778-2731 • 1 (800) 928-PUMP • FAX (502) 774-3624 visit our web site: www.zoeller.com *NOTE: No UL Listing or CSA Certifi cation for 200V 1Ph or Extra Duty (ED) pumps. See back page for UL & CSA Listings. **THREE PHASE AUTOMATIC UNITS AVAILABLE IN 230V SINGLE SEAL ONLY. © Copyright 2011 Zoeller Co. All rights reserved. MODELS AVAILABLE • Single phase or three phase motors avilable. • See selection chart for specifi cations or specifi c models. • Automatic or Nonautomatic with single seal • Nonautomatic with double seals • 2" or 3" discharge. DOUBLE SEAL PUMP AUTOMATIC THREE PHASE PUMP** SINGLE SEAL PUMP R Certifi ed to CSA Stan- dard C22.2 No. 108 Tested to UL Stan- dard UL778 R LU NOTE: The sizing of effl uent systems normally requires variable level fl oat(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. CONSULT FACTORY FOR SPECIAL APPLICATIONS Single Seal Design Weight 81-86 lbs. 18 13/16 5 6 5/16 8 9/16 6 1/4 5 2" NPT OR 3" NPT FLANGE AVAILABLE SK1023 • Three phase pumps are available in 200V, 230V, or 460V. 230V three phase is available in automatic and nonautomatic models. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarm switches. • Combination starters are available. • Variable level control switches are available for controlling single and three phase systems. • Double piggyback variable level fl oat switches are available for variable level long cycle controls. • Long cords are available in lengths or 25 - 35 - 50 feet. • Simplex and duplex basins are available. • Refer to FM1922 and FM0806 for temperatures over 130°F. SPECIFICATIONS CONTROL SELECTION Single Seal Double Seal Cord Listings Model Model Volt-Phase Mode Amps HP Lgth. Simplex Duplex CSA UL M282 ----------- 115 1Ph Automatic 10.3 1/2 10 1 ------- Y Y N282 N4282 115 1Ph Nonauto 10.3 1/2 15 2 or 3 4 Y Y D282 ----------- 230 1Ph Automatic 5.0 1/2 10 1 ------- Y Y E282 E4282 230 1Ph Nonauto 5.0 1/2 15 2 or 3 4 Y Y * H282 ----------- 200 1Ph Automatic 6.1 1/2 10 1 ------- N N * I282 * I4282 200 1Ph Nonauto 6.1 1/2 15 3 4 N N * J282 * J4282 200 3Ph Nonauto 3.6 1/2 15 3 4 Y Y * F282 * F4282 230 3Ph Nonauto 3.0 1/2 15 3 4 Y Y * CF282 ----------- 230 3Ph Automatic 3.0 1/2 15 1 ------- N Y * G282 * G4282 460 3Ph Nonauto 1.7 1/2 15 3 4 Y Y * BA282 * BA4282 575 3Ph Nonauto 1.4 1/2 15 3 4 Y N D284 ----------- 230 1Ph Automatic 8.9 1 10 1 ------- Y Y E284 E4284 230 1Ph Nonauto 8.9 1 15 2 or 3 4 Y Y * H284 ----------- 200 1Ph Automatic 9.3 1 10 1 ------- N N * I284 * I4284 200 1Ph Nonauto 9.3 1 15 3 4 N N * J284 * J4284 200 3Ph Nonauto 5.5 1 15 3 4 Y Y * F284 * F4284 230 3Ph Nonauto 5.0 1 15 3 4 Y Y * CF284 ----------- 230 3Ph Automatic 5.0 1 15 1 ------- N Y * G284 * G4284 460 3Ph Nonauto 2.6 1 15 3 4 Y Y * BA284 * BA4284 575 3Ph Nonauto 2.2 1 15 3 4 Y N * No Molded Plug For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/Sewage Basins, FM0487; Simplex Pump Control, FM1596; Alarm Systems, FM0732; and Disconnect/Rail Systems, FM0787. All installation of controls, protection devices and wiring should be done by a qualifi ed licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2011 Zoeller Co. All rights reserved. SELECTION GUIDE 1. Integral fl oat operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level fl oat switch or double piggyback variable level fl oat switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel. PUMP PERFORMANCE CURVE MODELS 282/4282/284/4284 20 40 60 80 100 120 140 160 180 200 0 0 5 10 15 20 25 30 40 2 4 6 8 10 80 160 240 320 400 480 560 640 720 LITERS GALLONSFEETMETERS FLOW PER MINUTETOTAL DYNAMIC HEAD35 12 282 284 4284 4282 282/4282 284/4284 Gal. Liters 127 481 96 363 64 242 34 129 623 -- -- 26 ft. (7.9m) Feet MODELS Meters Gal. Liters 1.55 179 678 3.010 157 594 4.615 133 503 6.120 106 401 7.625 73 276 9.130 42 159 Shut-off Head 35 ft. (10.7m) 009927A 009927B Double Seal Design Weight 88-91 lbs. 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