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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION (3) SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Cloudy, 62' F. Date: 05-16-19 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: 36" (36" Minimum) ® Pipe Bedding Inspection: In Conformance: © Yes ❑ No Bedding Type: l (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: Sewer Line progressing from Sta.19+00 to Manhole 6 Re"'; ed -r William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. SUILO(NG THE FUTURE CAN A FOUNDATION OF EXCELLE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Cloudy, 70' F. Date: 05-15-19 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" 012" ❑ 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 (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: Sewer Line progressing from Sta.21+00 Review By: William J. Nenno, C.E.T. 621 North College Road -Suite 100 Twin Falls, Idaho 83301 L HM Engineers, Inc. #NG THE FUTURE ON jk FC,`UNDATIM OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Sunny, 79' F. Date: 05-14-19 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" ❑x 12" ❑ 15" ❑ 18" ❑ 24" 027" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 50" (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: Sewer Line progressing from Manhole 5 to Manhole 6 Reviewe By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc, UILONG THE FUTURE ONi k Ft1X.ghtiD E EON OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 te SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Sunny, 79' F. Date: 05-13-19 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" ❑ 481, Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (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: Sewer Line progressing from Sta.20+50 to Manhole 5 Joint Trench is still on site. Reviewed 9 y: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. SIALONG THE FUTURE ONAt F€VNDATION OF EnEUENCE Ph. 208-734-4888 Fax 208-734-6049