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Home My WebLink About1282 Gore Trl - 210715301002Work Classification: NewPermit 12770 TERABELLA WY FORT MYERS FL 33912-0911 Address Owner Information Permit Status: Active Project Address 210715301002 Permit Type: OWTS Permit Permit NO. OWTS-7-15-12965 Expires: 12/31/2016 Issue Date: 7/21/2015 Parcel No. 1282 GORE TRL 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: (239)768-2576 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 E & L Trucking & Excavation, LLC (970)309-3057 Yes46-16 PATTEE, GEORGE A. & PAMELA J. PATTEE, GEORGE A. & PAMELA J. Permitted Construction / Details: Installation of the OWTS exactly as depicted on the LKP Engineering, Inc. design drawings stamped, signed and dated by Luiza Petrovska on March 16, 2015. System is designed to serve a five bedroom residence. The OWTS consists of a 2,000 gallon Front Range Precast, two compartment septic tank; and 1,250 square feet of soil treatment area (prior to applying the adjustment factor for using chambers) via the installation of 73 Infiltrator Quick 4 Plus Standard chambers arranged in 3 serially connected, shallow trenches as shown on the design drawing. Contact the design engineer well in advance to conduct all inspections necessary to certify the installation and to prepare as-built drawings. System certification along with the as-built drawings and photos must be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO August 17, 2016 Date Customer Copy Terri Vroman 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 12770 TERABELLA WY FORT MYERS FL 33912-0911 Address Owner Information Permit Status: Active Project Address 210715301002 Permit Type: OWTS Permit Permit NO. OWTS-7-15-12965 Expires: 12/31/2016 Issue Date: 7/21/2015 Parcel No. 1282 GORE TRL 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: (239)768-2576 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 E & L Trucking & Excavation, LLC (970)309-3057 Yes46-16 PATTEE, GEORGE A. & PAMELA J. PATTEE, GEORGE A. & PAMELA J. Permitted Construction / Details: Installation of the OWTS exactly as depicted on the LKP Engineering, Inc. design drawings stamped, signed and dated by Luiza Petrovska on March 16, 2015. System is designed to serve a five bedroom residence. The OWTS consists of a 2,000 gallon Front Range Precast, two compartment septic tank; and 1,250 square feet of soil treatment area (prior to applying the adjustment factor for using chambers) via the installation of 73 Infiltrator Quick 4 Plus Standard chambers arranged in 3 serially connected, shallow trenches as shown on the design drawing. Contact the design engineer well in advance to conduct all inspections necessary to certify the installation and to prepare as-built drawings. System certification along with the as-built drawings and photos must be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Office Copy August 17, 2016 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman 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:New 12770 TERABELLA WYFORT MYERS FL 33912-0911 AddressOwner Information Permit Status:Active Project Address 210715301002 Permit Type:OWTS PermitPermit NO.OWTS-7-15-12965 Expires:12/24/2016Issue Date:8/26/2016 Parcel No.1282 GORE TRL Private WastewaterSystemEnvironmental HealthDepartmentP.O.Box 179500 BroadwayEagle, CO 81631-0179Phone: (970)328-8755Fax: (970)328-8788 Phone:(239)768-2576Cell: InspectionFor Inspections call:(970)328-8755Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s)(970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense NumberE & L Trucking & Excavation, LLC (970)309-3057 Yes46-16 PATTEE, GEORGE A.& PAMELA J.PATTEE, GEORGE A.& PAMELA J. Permitted Construction /Details:Installation of the OWTS exactly as depicted on the LKP Engineering, Inc.design drawings stamped,signed and dated by Luiza Petrovska on March 16,2015 with the latest revision date of August22,2016.System is designed to serve a five bedroom residence and is a pressure-dosed unlined mounded sandfilter. The OWTS consists of a 2,000 gallon Valley Precast, two compartment septic tank followed by a500gallon Front Range Precast (or equivalent approved by the designed engineer )electric lift stationequipped with an Orenco PF5005 High Head Effluent Pump; and 4,089 square feet of basal area with a750square foot gravel bed on top as shown on the design drawing.Be sure to contact Eagle County BuildingDepartment for necessary electrical inspections associated with the pump and control panel.Thecontrols must be in accordance with Eagle County On-site Wastewater Treatment System Regulations43.9(H.)(7.). An effluent screen must be placed in the outlet tee of the 2,000 gallon septic tank or the pump must beplaced within a biotube filter assembly.For this determination contact the design engineer . Contact the design engineer well in advance to conduct all inspections necessary to certify theinstallation and to prepare as-built drawings.System certification along with the as-built drawings andphotos must be submitted to, and approved by, Eagle County Environmental Health prior to the use of thesystem or occupancy of the dwelling. Issued by:Environmental Health Department, Eagle County, CO August 26, 2016Date Customer Copy Claire Lewandowski CONDITIONS: 1.THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOTCOMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEMREGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING ANDBUILDING REQUIREMENTS.CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING ANDBUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT INBOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.CHAPTER IV, SECTION 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSALSYSTEM TO BE LICENSED There is no other warranty either expressed or implied. March 16, 2015 Mr. George Pattee 12770 Terra Bella Way Fort Meyers, FL 33912 email: brennen@sstaia.com RE: Soil and Site Evaluation Pattee Residence Lot 2, Block 1, Cordillera Filing #34 1282 Gore Trail Eagle County, Colorado Project No. 14-2988 On October 29 and 30, 2014, and March 11 and 12, 2015, we visited Lot 2, Block 1, Cordillera Filing No. 34, 1282 Gore Trail, Eagle County, Colorado. The lot is 5.65 acres and it is located in the Cordillera subdivision at the Summit. From U.S. Highway 6 in Edwards, south, to Fenno Drive at the entrance to the Cordillera Subdivision at the ranch, is about 3 miles. From there to the gate is another mile, and from the gate to the lot is about 4.8 miles. The purpose of our site visits was to evaluate the area to the southwest of the proposed residence for the proposed location of the septic system. ●Preliminary Investigation □Address: 1282 Gore Trail, Eagle County, Colorado □Legal Description: Lot 2, Block 1, Cordillera Filing No. 34 □Existing Structures: There are no structures on the property □Location of existing and proposed wells on property: There are no wells on the property. □ECEHD records □Topography: The topography of the property varies. The proposed building site is located on an east-west ridge. From the ridge the topography is moderate and is sloping to the northwest, towards the street, and to the south and southwest towards the back of the lot. The proposed leachfield site is located south of the proposed building site. □Soil Data: Two profile holes were excavated. The soil encountered in the first profile hole consisted of two feet of topsoil underlain by four feet of reddish-brown, volcanic, basalt rocks in a clayey matrix. Ground water was not encountered. □Location of applicable setbacks in Table 7-1 ●Reconnaissance □Landscape position: The proposed leachfield site is located in a proposed back yard, to the south of the proposed residence. □Topography: The topography of the proposed leachfield site is moderate. □Vegetation: The vegetation of the proposed leachfield site consisted of sage brush and grass. The surrounding vegetation also consisted of sage brush and grass. P.O. Box 2837, Edwards, CO 81632 www.lkpengineering.com Pattee Residence Septic Report Page 2 of 3 March 16, 2015 Project No. 14-2988 □Natural and cultural features: There are no natural and cultural features on the property. □Current and historic land use: Presently the property is used as a residential subdivision. Based on available records, previously it was used for livestock grazing. ●Detailed Soil Investigation □Visual and tactile evaluation of two or more soil profiles in a test pit excavation; OR □Percolation tests plus one or more soil profile holes or one or more profile test pit excavations: Two profile holes was excavated and three percolation holes were dug, presoaked and a perc test was run the following day. ●Report and Site Plan □Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc. Is located at 275 Main St., Suite C-104, Edwards, Colorado. The phone number is 970-926-9088 and Luiza’s email is luiza@lkpeng.com □Dates of preliminary and detailed evaluation: October 29 and 30, 2014, and March 11 and 12, 2015. □A graphic soil log, to scale: Attached □Setback distances in Table 7-1: Leachfield to building, 180'+, building to septic tank 45'+,Leachfield to property lines15'+. □Setback distances in Table 7-2: No well, pond, creek, gulch or cut bank, From STA to restrictive layer 4 feet+. □A drawing (to scale) with complete property boundary lines on minimum of 8.5 x 11" ■Label profile test pits/holes ■North Arrow ■Graphic scale ■Horizontal and vertical reference points of proposed STA ■Contours OR slope direction and % slope ■Location of any visible or known unsuitable, disturbed, or compacted soils ■The proposed elevation of the infiltrative surface of the STA from benchmark or ground surface □Anticipated construction related issues: Volcanic rocks of varying sizes are anticipated. □Assessment of known or foreseeable land use changes expected to affect the system performance: None known. LKP Engineering, Inc. Pattee Residence Septic Report Page 3 of 3 March 16, 2015 Project No. 14-2988 □Narrative explaining difficulties encountered during site evaluation: Basaltic rocks were encountered in the profile hole and since the equipment used for digging the profile hole was a mini excavator, it was difficult to dig out the rocks. The second profile hole was excavated with a backhoe and it didn’t have a problem digging to 8 feet. Location of setbacks are all shown on the septic system design. The percolation test results and a graphic soil log are appended to this report. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\2014\14-2988Soil-eval.wpd LKP Engineering, Inc.LKP Engineering, Inc. LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 PERCOLATION TEST RESULTS Client:Mr. George Pattee 12770 Terra Bella Way Fort Meyers, FL 33912 Location:Lot 2, Block 1, Cordillera Filing #34 1282 Gore Trail Eagle County, Colorado Project No. : 14-2988 P-1 P-2 P-3 T IM E /D E P T H 2 8 "2 7 "2 2 " 1 2 :0 0 p m 1 6 -5 /1 6 "-1 2 -8 /1 6 "1 1 -1 4 /1 6 "- 1 2 :1 0 p m 1 8 -2 /1 6 "1 -1 3 /1 6 "1 4 -1 /1 6 "1 -9 /1 6 "1 4 -4 /1 6 "2 -6 /1 6 " 1 2 :2 0 p m 1 9 "1 4 /1 6 "1 5 -6 /1 6 "1 -5 /1 6 "1 5 -8 /1 6 "1 -4 /1 6 " 1 2 :3 0 p m 1 9 -1 4 /1 6 "1 4 /1 6 "1 6 -2 /1 6 "1 2 /1 6 "1 6 -1 0 /1 6 "1 -2 /1 6 " 1 2 :4 0 p m 2 0 -1 0 /1 6 "1 2 /1 6 "1 7 -3 /1 6 "1 -1 /1 6 "1 7 -7 /1 6 "1 3 /1 6 " 1 2 :5 0 p m 2 1 -5 /1 6 "1 1 /1 6 "1 8 -1 /1 6 "1 4 /1 6 "1 8 -6 /1 6 "1 5 /1 6 " 1 :0 0 p m 2 1 -1 4 /1 6 "9 /1 6 "1 8 -1 3 /1 6 "1 2 /1 6 "1 9 "1 0 /1 6 " 1 :1 0 p m 2 2 -1 2 /1 6 "1 4 /1 6 "1 9 -8 /1 6 "1 1 /1 6 "1 9 -1 1 /1 6 "1 1 /1 6 " 1 :2 0 p m 2 3 -3 /1 6 "7 /1 6 "1 9 -1 5 /1 6 "7 /1 6 "2 0 -2 /1 6 "7 /1 6 " 1 :3 0 p m 2 3 -1 0 /1 6 "7 /1 6 "2 0 -6 /1 6 "7 /1 6 "2 0 -9 /1 6 "7 /1 6 " 1 :4 0 p m 2 4 -1 2 /1 6 "8 /1 6 "2 0 -1 3 /1 6 "7 /1 6 "2 1 -1 /1 6 "8 /1 6 " P E R C R A T E 2 2 M I N /IN C H 2 3 M I N /IN C H 2 2 M IN /I N C H A V G P E R C 2 3 M IN /IN C H A ve r ag e P e r c o la tio n H o le D ia m e te r : 1 1 " H o le s D u g an d P r e so a k e d : 1 0 -2 9 -2 0 1 4 T e st R u n : 1 0 -3 0 -2 0 1 4 S o il P ro file :0 -2 ' T o p so il 2 -6 ' V o lc a n ic b asa lt ro c k co b b les an d b o uld ers in a c la ye y m a trix. N o g r o u n d w ater en co u n te r ed O b se r ve r : L uiza P etr o vsk a, P E Pump Selection for a Pressurized System - Single Family Residence Project 14-2988 Patte / 1282 Gore Trail Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.50 190 40 2.00 None 6 6 40 3.00 4 32 40 2.00 3/16 3 2 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.62 44 27.1 4 0.3 2.6 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 2.2 2.4 0.0 0.0 0.0 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone To ta l V ol um e 33.1 2.3 22.3 57.7 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 27.1 12.7 gpm feet 0 1020304050607080 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: