HomeMy WebLinkAbout716 Siloam Spring Dr - 211307201002Work Classification: NewPermit PO BOX 1740 GYPSUM CO 81637- Address Owner Information Permit Status: Active Project Address 211307201002 Permit Type: OWTS Permit Permit NO. OWTS-5-16-14705 Expires: 9/29/2016 Issue Date: 6/1/2016 Parcel No. 716 SILOAM SPRING DR 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: (970)401-3688 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number KWS PIPE FIXATIONS Yes28-16 WILLIAMS, KENNETH & HOLLIS WILLIAMS, KENNETH & HOLLIS Permitted Construction / Details: Installation of the OWTS exactly as depicted on the LKP Engineering, Inc. design done by Luiza Petrovska, PE, dated April 14, 2016. The system is designed to serve a four bedroom residence and includes Eliminite treatment components that can only be installed by a contractor certified by Eliminite. The system consists of a 1,500 gallon Valley Precast concrete two-compartment septic tank and an Eliminite TANC 120 with a Zoeller Aquamate pump discharging effluent to 1,714 square feet of soil treatment area (prior to adjusting 30% for using chambers and 10% for dosing) consisting of four shallow, serially connected trenches containing a total of 90 Infiltrator Quick 4 standard plus chambers as shown on the design drawing. Roughly 75 gallons will be dosed to the first (top) trench. Contact Eagle County Environmental Health and the design engineer to conduct all inspections. Engineer certification of proper installation along with as-built drawings and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the residence. NOTE: The ditch along the gravel drive must be diverted away from the soil treatment area. Issued by: Environmental Health Department, Eagle County, CO June 01, 2016 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 PO BOX 1740 GYPSUM CO 81637- Address Owner Information Permit Status: Active Project Address 211307201002 Permit Type: OWTS Permit Permit NO. OWTS-5-16-14705 Expires: 9/29/2016 Issue Date: 6/1/2016 Parcel No. 716 SILOAM SPRING DR 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: (970)401-3688 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number KWS PIPE FIXATIONS Yes28-16 WILLIAMS, KENNETH & HOLLIS WILLIAMS, KENNETH & HOLLIS Permitted Construction / Details: Installation of the OWTS exactly as depicted on the LKP Engineering, Inc. design done by Luiza Petrovska, PE, dated April 14, 2016. The system is designed to serve a four bedroom residence and includes Eliminite treatment components that can only be installed by a contractor certified by Eliminite. The system consists of a 1,500 gallon Valley Precast concrete two-compartment septic tank and an Eliminite TANC 120 with a Zoeller Aquamate pump discharging effluent to 1,714 square feet of soil treatment area (prior to adjusting 30% for using chambers and 10% for dosing) consisting of four shallow, serially connected trenches containing a total of 90 Infiltrator Quick 4 standard plus chambers as shown on the design drawing. Roughly 75 gallons will be dosed to the first (top) trench. Contact Eagle County Environmental Health and the design engineer to conduct all inspections. Engineer certification of proper installation along with as-built drawings and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the residence. NOTE: The ditch along the gravel drive must be diverted away from the soil treatment area. Office Copy June 01, 2016 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 September, 18th 2017 Kenneth Williams 716 Siloam Spring Drive, Gypsum. Eagle County, Colorado RE: Final approval of the: Septic System Installation, OWTS-5-16-14705; Property location: 716 Siloam Spring Drive, Gypsum. Eagle County, Colorado. Mr. Kenneth Williams: This letter is to inform you that the above-referenced, OWTS-5-16-14705 permit has been inspected and finalized. This permit was approved and sized for a total capacity. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay Administrative Technician IV DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director Kenny Williams RE: Inspection of Septic System Installation - Williams Residence Project No. 16-3099-OWTS-5-16-14705 LKP Engineering, Inc. ! G 0716 Siloam Springs Road, Dotsero, Eagle County, Colorado G Lot 1, Siloam Springs PUD, Eagle County, Colorado G There weren’t any existing structures on the property. G There is an existing well on the property. It was at about the middle of the lot. G G The topography of the property within the proposed leachfield site is moderate with a slope of about 6.5 percent. The proposed leachfield site is located north and uphill from the proposed building site. G Two profile holes were excavated. The first profile hole was below the proposed leachfield area and the second profile hole was just above. The soil profile exposed in the first profile hole consisted of about 6 inches of topsoil over brown, silty, sandy gravel over 1.5 feet of brown, silty to clayey sand to the maximum depth explored of 7 feet. The soil profile in Profile hole number also had about 6 inches of topsoil over 6.5 feet of brown, silty, sandy gravel with angular rock fragments (slopewash). A soil sample was taken from Profile Hole No. 1 at 3 feet below the existing grade for a tactile test. Ground water or bedrock were not encountered in either of the profile holes. G ! G The proposed leachfield site is located on a foot slope, in the back yard, to the north of the proposed residence.The slope shape is linear. The trenches will run along the contours. G The topography of the proposed leachfield site is moderate. G The vegetation of the proposed leachfield site consisted of sage brush and some bare ground. Some of the vegetation had been stripped for construction. The surrounding vegetation also consisted of sage brush. G To the south of the property is Colorado River. To the east and west are vacant lots, to the north is the private access easement for Siloam Drive, and Interstate Highway 70. There are no other natural and cultural features on the property. G Presently the property is used as a residential subdivision. Previous use of the property was also residential. It appears that the area was close to an old town and spa called Siloam Springs and sometimes, Dotsero Warm Springs. The old resort town and spa of Siloam Springs, owned by the Denver and Rio Grande Western railroad, were located along the railroad near the springs on the south side of the river. The above reference was taken from the Additional Geological data Report on Siloam Springs, Dated February27, 2014, by Dr. Robert G. Young, Geological Consultant. ! G G Two profile holes were excavated and a soil sample was taken for a tactile soil evaluation for the long term acceptance rate. ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc. is located at in Eagle, Colorado. The phone number is 970-926-9088 and Luiza=s email is luiza@lkpeng.com G April 6 and 7, 2016. G Attached G Leachfield to well, 120'+, leachfield to river,Leachfield to building, 36'+, building to septic tank 10'+, Leachfield to property lines 27'+. G : Well to leachfield 120'+, From STA to restrictive layer 4 feet+, STA to river 180'+. G # # # # # # # G Access is limited under the highway passage.Per the requirements of the Siloam Springs PUD guidelines, a septic system with an advanced (secondary) treatment is required. For this application an Eliminite Tanc 120c, pre-assembled in a two-compartment septic tank, will be used between the septic tank and the leachfield. The effluent will be pumped to the leachfield. The leachfield will consist of infiltrator chambers in trenches with a serial distribution. G None known G None. 130 Series Features The Flow-Mate series of submersible pumps is designed for use in residential or light commercial dewatering applications and can be used to transfer groundwater or effluent. These durable cast iron pumps include a powder coated epoxy finish to prevent corrosion and are designed to provide great heat dissipation from the motor, ensuring a long service life. As with every Zoeller® pump, each one is 100% pressure-tested, submerged and run to ensure quality and reliability for years of trouble-free performance! This attention to detail is an inherent feature of every pump in this series, making it one of the most reliable in the industry. Automatic models include a float-operated, 2-pole mechanical switch, a stainless steel float guard and switch arm, and a solid, buoyant polypropylene float, which prevents water from filling the float and causing a malfunction. For nonautomatic pumps, variable level control systems and containers of various sizes are available for longer cycles. Includes a stainless steel handle for easy installation and removal. All models are hermetically sealed to be watertight, dust-tight, and completely submersible. Reserve Powered Design: For unusual conditions, a reserve safety factor is engineered into the design of every pump. Specifications Motor Characteristics Motor 1/2 HP Voltage 115 - 460 V Phase 1 or 3 Ph Hertz 60 Hz RPM 1750 RPM Type Split phase or 3 phase Insulation Class A or B Amps 1.4 - 10.7 Amps Pump Characteristics Operation Automatic or nonautomatic Auto On/ Off Points 10" / 2-3/4" (25.4 cm / 7 cm) Discharge Size 1-1/2" NPT Solids Handling 5/8" (15 mm) spherical solids Cord Length 10' (3 m) auto, 15' (5 m) nonauto Cord Type UL listed, 3-wire neoprene cord Max Head 26' (8 m) Max Flow Rate 93 GPM (352 LPM) Max Operating Temp 130° F (54° C) Cooling Oil filled Motor Protection Auto reset thermal overload (1 Ph) Materials Characteristics Cap Cast iron or bronze Motor Housing Cast iron or bronze Pump Housing Cast iron or bronze Base Cast iron or bronze Upper Bearing Sleeve bearing or bronze Lower Bearing Sleeve bearing or bronze Mechanical Seals Carbon and ceramic Impeller Type Non-clogging vortex Impeller Cast iron or bronze Hardware Stainless steel Motor Shaft AISI 1215 cold roll steel Gasket Neoprene FM0411_Ea Model Model Number Seal Mode Volts Phase Amps HP Hz Lbs Kg M137 Single Auto 115 1 10.7 1/2 60 47 21 N137 Single Non 115 1 10.7 1/2 60 46 21 BN137 Single Auto 115 1 10.7 1/2 60 48 22 D137 Single Auto 230 1 5.8 1/2 60 47 21 E137 Single Non 230 1 5.8 1/2 60 48 22 H137 Single Auto 200 1 6.2 1/2 60 48 22 I137 Single Non 200 1 6.2 1/2 60 48 22 J137 Single Non 200 3 2.6 1/2 60 46 21 F137 Single Non 230 1 2.6 1/2 60 48 22 G137 Single Non 460 3 1.4 1/2 60 48 22 BE137 Single Non 230 1 5.8 1/2 60 48 22 M139 Single Auto 115 1 10.7 1/2 60 51 23 N139 Single Non 115 1 10.7 1/2 60 51 23 D139 Single Auto 230 1 5.8 1/2 60 47 21 E139 Single Non 230 1 5.8 1/2 60 48 22 H139 Single Auto 200 1 6.2 1/2 60 48 22 I139 Single Non 200 1 6.2 1/2 60 48 22 J139 Single Non 200 3 2.6 1/2 60 50 23 F139 Single Non 230 3 2.6 1/2 60 48 22 G139 Single Non 460 3 1.4 1/2 60 48 22 Model 137 features all cast iron construction, and model 139 features all bronze construction. BN and BE models include a 20' (6 m) piggyback variable level pump switch. Additional cord lengths are available in 15' (5 m), 25' (8 m), 35' (11 m) and 50' (15 m). 130 Series Your Peace of Mind is Our Top Priority® 3649 Cane Run Rd | Louisville, KY 40211 USA +1 502-778-2731 | 1-800-928-7867 | Fax: +1 502-774-3624 www.zoeller.com Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. Copyright Zoeller Company. All rights reserved.