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HomeMy WebLinkAboutTESTING AND INSPECTION REPORTS - THE SPRINGS AT THE PRESERVE SUBDIVISION 08-28-19 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 92' sunny Date: 08/16/19 Job No.: 161-17 EHM Representative: V. Walter 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" Minimum) ❑ Pipe Bedding Inspection: In Conformance: ❑ Yes ❑ No Bedding Type: II ❑ 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 continue to work on installing water and sewer services on Clear Springs Loop, they may finish in one or two days. Ri viewed y: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 92' Date: 08/19/19 Job No.: 161-17 EHM Representative: V. Walter 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" Minimum) ❑ Pipe Bedding Inspection: In Conformance: ❑ Yes ❑ No Bedding Type: II ® 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: - 1 thrust block installed at the end of the PI line in the cul-de-sac where the cam — loe is installed. - 4 thrust blocks installed on the PI line around the Northeast corner from STA 20+75 to STA 20+80. i� - 5 thrust blocks installed at elbows on the water line at STA 18+22.75, STA 17+71.87, STA 12+20.98, STA 11+72.08, and STA 11+13.38. - 1 thrust block installed behind the fire hydrant at STA 13+90.84 and 1 thrust block installed behind the tee at STA 13+90.84. R wllew<e Byr: William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 93' F., Sunny Date: 08-21-19 Job No.: 161-17 EHM Representative: V. Walter Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: 0 Water Line 0 Sewer Line ❑ Storm Sewer 0 Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" 04" ❑ 6" ❑ 8" ❑ 10" ❑ 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 41" (36" Minimum) 0 Pipe Bedding Inspection: In Conformance: 0 Yes ❑ No Bedding Type: II ❑ 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: Pressure irrigation progressing from Sta.18+81 to 18+60 and Sta. 18+81 to 18+50 All water and sewer services installed on Clear Springs Loop Reviewed By: William J. Nenno, C.E.T. 621 North College Road - Suite 100 < Twin Falls, Idaho 83301 IM Engineers, Inc. SUILONG THE FUTURE ON A FOUNOATtON OF ExCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 88' F. Sunni Date: 08-22-19 Job No.: 161-17 EHM Representative: V. Walter Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line x❑ Sewer Line ❑ Storm Sewer ❑x Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑x4" ❑ 6" ❑ 8" ❑ 10" ❑ 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 44" (36" Minimum) © Pipe Bedding Inspection: In Conformance: © Yes ❑ No Bedding Type: II ❑ 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: Pressure irrigation progressing from South end of Lots 1 and 17 to Lot 7 and Lot 11 2 R viewe �----- *illiam J. Nenno, C.E.T. 621 North College Road - Suite 100 EH Twin Falls, Idaho 83301 Engineers, Inc. BUR. NG THE FUTURE ONAFL')LS$*E047,I€NOF EXCELLENCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 80' F., Sunny Date: 08-23-19 Job No.: 161-17 EHM Representative: V. Walter Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line © Sewer Line ❑ Storm Sewer ❑x Pressure Irrigation ❑ Streets ❑ Gravity Irrigation Inspection and/or Testing Details: Pipe Diameter: ❑ 2" ❑x4" ❑ 6" ❑ 8" ❑ 10" ❑ 12" ❑ 15" ❑ 18" ❑ 24" ❑ 27" ❑ 32" ❑ 48" Pipe Type: PVC Pipe Class: C900 Valve Type: Valve Class: Pipe Depth: 44" (36" Minimum) ❑x Pipe Bedding Inspection: In Conformance: ❑x Yes ❑ No Bedding Type: II ❑ 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: Pressure irrigation progressing from Lots 11 and 7 to lots 9 and 10. Observed mandrill testing of all 8" and 12" sewer lines Reviewed By: Will J. Nenno, C.E.T. I� 621 North College Road - Suite 100 Twin Falls, Idaho 83301 EHM Engineers, Inc. BUIL.DIO'THE T137URf 0*4 A ft')t€Pit3AINON OF EXCEL UNCE Ph. 208-734-4888 Fax 208-734-6049 SUBDIVISION DAILY INSPECTION REPORT Project Name: The Spring's at the Preserve - Twin Falls, Idaho Weather: 80' F., Sunny Date: 08-26-19 Job No.: 161-17 EHM Representative: T. Briggs Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line ® Sewer Line ❑ Storm Sewer ❑x 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: 44" (36" Minimum) ❑ Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: II ❑ Thrust Block Inspection: In Conformance: ❑ Yes ❑ No ❑x 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: Pressure testing of all 8" and 12" Sewer Lines and services. (See separate Low Pressure Air Test for specific locations and results) Reviewed By: i iam J. 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Walters Contractors Name: Lancaster Trenchinq Contractors Representative: Clint Area of Inspection: ❑ Water Line Z 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: 44" (36" Minimum) © Pipe Bedding Inspection: In Conformance: ® Yes ❑ No Bedding Type: II ❑ 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: Pressure testing of Sewer Lines and services. (See separate Low Pressure Air Test for specific locations and results) Pressure Irrigation being installed from Sta. 18+00 to 17+75 on Clear Springs Loop Reviewed �y: ----- William J. Nenno, C.E.T. 621 North College Road - Suite 100 Twin Falls, Idaho 83301 �'HM E ginee s, Inc. iftULMG t}iE FL7Ttft UR+fA FOUNOATION OF EXM J P-NCF Ph. 208-734-4888 Fax 208-734-6049 i I cn C n 0 0 o CD o 0 o - v (D cn v m o rn lo� 10+ =3 :3 O O m DLL O rr n N (D K (n N '0 ' vim 2CD a co cn n� 0 0° a' A m m N (�D (Q CD L (D r =3 :3 .� r 0_ CD OD a) W N — O O O r 7 (D r C) 00000) -4 — --441 ; S CD _ O I- r r r r r r r (T W A j 0 W M N (D �, W rl O (D v O rI O (D (D ,y.. CD C r (D CD (D CD C X N 00 �I CT A W N �. .T � m 0 y ooaloW -4oW (DCDc .0 Q o —I Q CD n _ � T. C 40., r 5 d I— 0 O :3 �, O' C T a A � w � v, � w N -• T � m N � N (D � m 4 : W O A A A (T (li . 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