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HomeMy WebLinkAboutTHE SPRINGS AT PRESERVE - TESTING AND INSPECTION REPORT SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at Preserve - Twin Falls, Id. Weather: Cloudy , Rain, 45' F. Date: 04-02-19 Job No.: 100-18 EHM Rep.: T. Briggs Contractors Name: Lancaster Trenching Contractors Rep.: Clint Area of Inspection: ❑Water Line ❑Sewer Line ❑ Storm Sewer NPressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 4" M 6" ❑ 8" ❑ 10" ❑12" ❑ 15"❑ 18" ❑ 24', ❑27" Pipe Type: PVC Pipe Class: C 900 Valve Type: Valve Class: Pipe Depth 4.5' (36"Min.) Pipe Bedding Inspection: ❑ Yes - In Conformance❑ Yes [—]No Thrust Block Inspection: ❑Yes - in conformance: ❑Yes ❑No Pressure Test Observation: [—]Yes — Passed ❑ Failed ❑ Deflection: Pass- ❑ Yes ❑No Density Testing:❑ Yes - Item: Trench ❑Subgrade ❑ Base ❑ Asphalt ❑Utility Trench ❑ Concrete Testing: [—]Yes - Item: Sidewalk ❑Curb & Gutter ❑ Aprons ❑ Approaches ❑ Specific Location of Inspection and/or Testing from Approved Plans: Contractor is excavating on Cheney for 6" Pressure Irrigation dead end at Sta.15+50 to tie in at Clear Springs Loop (West) Reviewed by: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Ei HM Ellg"1.11eers, Inc. Twin Falls, Idaho 83301 BUILDNo THE FUTURE ONA FOUNDATIONOFEXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Sprinqs at the Preserve Weather: Cloudy, Cool, 45° F. Date: 04-03-19 Job No.: 100-18 EHM Representative: J Cazeau Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line © Sewer Line ❑ Storm Sewer ❑ Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑ 4" ❑ 6" ❑ 8" ❑ 10" M12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: M Yes ❑ No Bedding Type: I (Chips) 0 Thrust Block Inspection: In Conformance: ❑ Yes ❑ No ❑ Pressure Test Observed: In Conformance: ❑ Yes ❑ No Deflection: ❑ Yes ❑ No ❑ Density Testing Item: ❑ Trench ❑ Subgrade ❑ Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: 12" Sewer Line Installation from Sta. 12+30 - 23 Right to Sta. 15+00 - 23' Right Reviewed By• William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 - . '.OHM Engineers, hic. SIALNNG THE FUTUIRF ON A FOUNDATION OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Sprinqs at the Preserve Weather: Cloudy, Cool, 48° F. Date: 04-05-19 Job No.: 100-18 EHM Representative: V. Walters Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line ❑x Sewer Line ❑ Storm Sewer ❑ Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑ 4" ❑ 6" ❑ 8" ❑ 10" M12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: 1 (3/4" Lim) ❑ Thrust Block Inspection: In Conformance: ❑ Yes ❑ No ❑ Pressure Test Observed: In Conformance: ❑ Yes ❑ No Deflection: ❑ Yes ❑ No ❑ Density Testing Item: ❑ Trench ❑ Subgrade ❑ Base ❑ Asphalt ❑ Utility Trench ❑ Concrete Testing Item: ❑ Sidewalk ❑ Curb & Gutter ❑ Valley Gutter ❑ Approaches Specific Location of Inspection and/or Testing from approved plans: 12" Sewer Line Installation from Sta. 14+00 to Sta. 15+00 - 23' Right Reviewed y: William J. Nenno, C.E.T. 621 North College Road - Suite 100 �m ���� Twin Falls, Idaho 83301 EI-I Engineers, Inc. BUL INN"THE Fu'rvRE ON A FOVNDATION OF EXCEL ONCE Ph. 208-734-4888 Fax 208-734-6049