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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION (2) SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve - Twin Falls, Idaho Weather: Sunny, 57' F. Date: 05-10-19 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: 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 to 20+00 Manhole 4 being poured. Reviewed B �• William J. Nenno, C.E.T. 621 North College Road - Suite 100 .�, Twin Falls, Idaho 83301 ��H iigij�,t,ers Inc. I3UILD04G THE FUTURF ON iA FOUNDATION OFEXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 4 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 57' F. Date: 05-09-19 Job No.: 161-17 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" ❑x 12" ❑ 15" ❑ 18" 024" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (36" Minimum) © Pipe Bedding Inspection: In Conformance: ❑x 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+50 to 21+00 Dig Line of Site Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 HM Engineers, Inc, $U NG THE FUTURE a-4 k F0uNrATtoN OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunni, 62' F. Date: 05-08-19 Job No.: 161-17 EHM Representative: V. Walters Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line 0 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" 1127" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (36" Minimum) 0 Pipe Bedding Inspection: In Conformance: 0 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.22+50 to 21+50 Dig Line of Site Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 111KTwin Falls, Idaho 83301 EHM Engineers, Inc. BUILD4NG THE FUTURE o-4 A FOUNDATION of ExCE€-t F-NC Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 63' F. Date: 05-07-19 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" 0 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 36" (36" Minimum) M 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: Manholes Completed: 113, 1 C, 1 D, MH2 and MH3 Sewer Line progressing from MH4 South to Sta.22+50 Dig Line of Site Reviewed B : William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. B4 ILDiNG THE FUTURE;ON A FOUNDAMN OF EXCEuEwE Ph. 208-7344888 Fax 208-734-6049