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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, 45° F. Date: 04-15-19 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" ❑ 12" ❑ 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: 8" Water Line Installation from Sta.15+54 - 10' Left to 15+54 - 24' Left Revie ed By: William J. Nenno, C.E.T. 621 North College Road -Suite 100 Twin Falls, Idaho 83301 � ',. E : . E 1 i g 1,l l ee s, l�"' 81V�1."MN to F a, f.if A w_N 3 �fir=E £. �_i Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny, Windy 53° F. Date: 04-16-19 Job No.: 161-17 EHM Representative: J. Cazeau 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" 012" ❑ 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 1 to Manhole 2 to Sta.18+25 Reviewed William J. Nenno, C.E.T. 621 North College Road - Suite 100 Engineers,, Inc. g Twin Falls, Idaho 83301 ECM En SIO . i THE FUTURE C:N'X FOUNDATION OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Springs at the Preserve Weather: Sunny 79° F. Date: 04-19-19 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" ® 12" ❑ 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 2 to Manhole 3 Reviewed William J. Nenno, C.E.T. 621 North College Road - Suite 100 , Twin Falls, Idaho 83301 EIIM Engineers, Inc. BUI MN0.THE FUTURE ON A F£18.kNDATiON,OF EXCEU_ENCE Ph. 208-734-4888 Fax 208-734-6049