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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION (4) SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 63° F. Date: 05-04-19 Job No.: 161-17 EHM Representative: V. Walters 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" ® 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 40" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: I (FHD) ❑ 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: Crew Grouting Manhole 113 and 1 C Dig Line of Site Reviewed 6 y: William J. Nenno, C.E.T. 621 North College Road -Suite 100 Twin Falls, Idaho 83301 EHM Engineers, .Inc. 80LOW THE FUTURE oNAF'C ,fNOATIONOF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 58' F. Date: 05-02-19 Job No.: 161-17 EHM Representative: V. Walters 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: 40" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: M Yes ❑ No Bedding Type: I (FHD) ❑ 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: Crew Pouring Manhole 3 Base Dig Line of Site Site Fill being hauled in for Lots 17 -19 on Clear Springs Cul-de-sac Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 THM Twin Falls, Idaho 83301 Engineers, Inc. SUMONGTHE FUTURE ON A FOUNDAMN OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 50' F. Date: 05-01-19 Job No.: 161-17 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" M 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 40" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: I (FHD) ❑ 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 Manhole 3 to just past Manhole 4 Crew Poring Manhole Bases for 1 B and 1 C Dig Line of Site Site Fill being hauled in for lots on Clear Springs Loop - Sat. 10+50 to 18+50 Review By- William J. Nenno, C.E.T. 621 North College Road -Suite 100 , Twin Falls, Idaho 83301 E1 M El`1ineerS, Inc. � Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Cloudy, 43' F. Date: 04-30-19 Job No.: 161-17 EHM Representative: J. Cazeau Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line M 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: 46" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: I (FHD) ❑ 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 Manhole 3 to Sta.24+00 Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 '-.� f f 11f C'.I` s, c. 9,•,:..` �! :r,¢L a, .i 4tc l , ._+.yPm . _ . .S €.Y:.'£:L C a"Y Ph. 208-734-4888 Fax 208-734-6049