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Home My WebLink AboutPD 2021-0013; 3367 APPIAN ROAD; FINAL SOILS REPORT; 2022-12-06 ADVANCED GEOTECHNICAL SOLUTIONS, INC. 485 Corporate Drive, Suite B Escondido CA, 92029 Telephone: (619) 867-0487 ORANGE AND L.A. COUNTIES INLAND EMPIRE SAN DIEGO AND IMPERIAL COUNTIES (714) 786-5661 (619) 708-1649 (619) 867-0487 Bruce Blandy October 28, 2022, Revised December 6, 2022 3367 Appian Road P/W 2005-01 Carlsbad, California 92010 Report No. 2005-01-C-4R City Project No. PD2021-0013 Grading GR2021-0007 Attention: Mr. Bruce Blandy Subject: Final Soils and Materials Testing Report, Slope Repair Project, 3367 Appian Road, Carlsbad, California References: Appendix A Gentlepersons, In accordance with your request and authorization, Advanced Geotechnical Solutions, Inc. (AGS), presents herein our observations and test results pertaining to the recently completed slope repair project at 3367 Appian Road in Carlsbad, California. Recommendations for the design and construction of the project were provided in the referenced reports (AGS 2020 and 2021). Based on the results of the testing and observations by representatives of AGS, the work described herein is considered to be in substantial conformance with the California Building Code, the approved project drawings (DWG 530-1A), the Carlsbad Grading and Drainage Ordinance, and approved soils reports (AGS 2020 and 2021). The grading plan prepared by BHA, Inc., shows the repair and drainage improvements. Included in the plan set are the soil nail wall plans by Geostructural Engineering Inc. The soil nail and shotcrete wall was installed at the top of the slope in order to repair the more significant erosion that had occurred. Shotcrete was used to fill into the large erosion hole that was present behind the wall. The wall was installed to match the inclination of the slope in order to match surrounding grades and avoid having to grade the area around the wall. Drainage improvements were installed that include new area drains at the top of the slope and a discharge pipe that discharges via a curb outlet drain on El Camino Real. Construction of the wall and drainage improvement was conducted June through October of 2022. Soil engineering observations and special inspection observations collected during grading and wall construction are summarized in the text of this report. Test data and daily field observation/inspection reports have been appended. ~GS October 28, 2022, Revised December 6, 2022 Page 2 P/W 2005-01 Report No. 2005-01-C-4R ADVANCED GEOTECHNICAL SOLUTIONS, INC. 1.0 MATERIALS TESTING AND INSPECTION Special inspectors with AGS performed the following special inspections during construction of the soil nail wall:  Wall Excavations - Based upon our observations, the wall excavations for the proposed wall extended into a suitable bearing strata and embedment depth as shown on the plans;  Drilling and placement of soils nails.  Reinforcement of the shotcrete wall;  Inspection and sampling of shotcrete;  Placement of shotcrete. Representatives of AGS reviewed delivery tickets and observed the construction of panels for testing.  Observe and verify proof testing of test soil nail. The placement of shotcrete was inspected, sampled and found to be in general conformance to the approved plans, specifications and building code. Shotcrete panels were taken and the compression test results of cored samples have been appended and indicate that the compression strength of the shotcrete meets or exceeds the minimum strengths specified on the plans. 2.0 GRADING The intent of the proposed design was to limit the amount of disturbance of the existing slope and repair the previous erosional scarp at the top of the slope. The contractor removed the roughly 12-inch deep gravel filled trenches at the top of the slope and backfilled with native materials. The materials were moisture conditioned, placed in thin lifts, and compacted with a Wacker type tamper. Vegetation and loose and previously failed materials were removed from the slope within the project limits to expose the underlying undisturbed formational materials as recommended in the geotechnical report. These materials were hauled offsite. Line and grade was determined by others. Based upon our observations, it is our opinion that the subject slope repair was constructed in general conformance to the plans and recommendations presented in the referenced reports and the approved and stamped slope repair plans. Based on the observations collected during the grading operations, it is AGS’s opinion that the repaired area of the slope under the purview of this report is considered to be grossly and surficially stable at this time and should remain so under normal conditions. As is the case with any graded slope, proper drainage, maintenance, and landscaping are essential to long-term performance and should be implemented as soon as possible. October 28, 2022, Revised December 6, 2022 Page 3 P/W 2005-01 Report No. 2005-01-C-4R ADVANCED GEOTECHNICAL SOLUTIONS, INC. 3.0 SLOPE AND LOT MAINTENANCE Maintenance of improvements is essential to the long-term performance of structures and slopes. Although the design and construction during mass grading created slopes that are considered both grossly and surficially stable, certain factors are beyond the control of the soil engineer and geologist. The homeowners must implement certain maintenance procedures. Fill derived from onsite materials is considered susceptible to erosion. Drainage devices should be constructed above fill slopes to direct runoff away from slopes. Slope planting should be conducted as soon as possible and temporary erosion control will be necessary until vegetation has been established. The following recommendations should be implemented. 3.1. Slope Planting Slope planting should consist of ground cover, shrubs and trees that possess deep, dense root structures and require a minimum of irrigation. The resident should be advised of their responsibility to maintain such planting. 3.2. Lot Drainage Roof, pad and lot drainage should be collected and directed away from structures and slopes and toward approved disposal areas. Design fine-grade elevations should be maintained through the life of the structure, or if design fine grade elevations are altered, adequate area drains should be installed in order to provide rapid discharge of water away from structures and slopes. Residents should be made aware that they are responsible for maintenance and cleaning of all drainage terraces, downdrains, and other devices that have been installed to promote structure and slope stability. 3.3. Slope Irrigation The resident, homeowner and Homeowner Association should be advised of their responsibility to maintain irrigation systems. Leaks should be repaired immediately. Sprinklers should be adjusted to provide maximum uniform coverage with a minimum of water usage and overlap. Overwatering with consequent wasteful run-off and ground saturation should be avoided. If automatic sprinkler systems are installed, their use must be adjusted to account for natural rainfall conditions. 3.4. Burrowing Animals Residents or homeowners should undertake a program for the elimination of burrowing animals. This should be an ongoing program in order to maintain slope stability. October 28, 2022, Revised December 6, 2022 Page 4 P/W 2005-01 Report No. 2005-01-C-4R ADVANCED GEOTECHNICAL SOLUTIONS, INC. 4.0 LIMITATIONS This report presents information and data relative to grading and construction operations for the subject site. Representative(s) of this firm conducted periodic tests and made observations during the progress of the construction in an effort to evaluate whether compliance with the project drawings, specifications and applicable Building Codes was being obtained. The presence of our personnel during the work progress did not involve any direct supervision of the contractor or his work forces and does not relieve the contractor of the primary responsibility to perform all work in accordance with the project specifications and Code requirements. Professional and technical advice and suggestions were provided to the owner and/or his designated representative based upon our observations. The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact the undersigned. Respectfully Submitted, Advanced Geotechnical Solutions, Inc. ______________________________ JOHN J. DONOVAN RCE 65051, RGE 2790, Reg. Exp. 6-30-23 Distribution: (1) Addressee Attachments: References Appendix Laboratory Test Results, Daily Field Reports i[V ti...,__.,,, October 28, 2022, Revised December 6, 2022 Page 5 P/W 2005-01 Report No. 2005-01-C-4R ADVANCED GEOTECHNICAL SOLUTIONS, INC. References Advanced Geotechnical Solutions, Inc. (2020). “Limited Geotechnical Investigation of Minor Slope Failure, 3367 Appian Road, Carlsbad, California,” dated July 23, 2020 (Report No. 2005-01-B-2R). ---. (2021). “Review of Grading Plans and Comments Related to Grading on Slope, Proposed Slope Failure Repair, 3367 Appian Road, Carlsbad, California,” dated May 5, 2021 (Report No. 2005-01-B-3). BHA, Inc. (2021). Grading Plans for: Slope Failure Repair, 3367 Appian Road, Sheets 1 through 7 of 7, Project No. PD2021, Drawing No. 530-1A, plot dated July 27, 2021. ADVANCED GEOTECHNICAL SOLUTIONS, INC. APPENDIX TEST RESULTS, DAILY FIELD REPORTS REPORT OF COMPRESSION SPECIMEN TEST DATA P Grout Masonry Prisms Other: Arrow Hwy Project Name:Project Name:Project No.: Address:Address:Report Date: Permit/Appl. No.: Client:Client:Building Authority: Architect:Architect:Str. Engineer: Contractor: Material Supplier:Material Supplier: Mix Design No.:Design Strength: Specified Strength:Specified Strength:psi Strength Age:Truck No.: Ticket No.: Sample Date:Sample Date: Sampled by:from:Chute P Hose or Sample Location:Sample Location: Time Batched:Time Batched: Time Sampled:Time in Mixer:minutes Samples are Set No.:Samples are Set No.:of Ambient Temp. (°F): Unit Weight (pcf): Sampled at: Sampled at: yd3 of of 18 total yd3 Water Added at Site:0 gal. Admixtures: Material Properties Test Result Specified Value Conformance Slump (in.): +/- Air Content (%): +/- Temperature (°F):max. LABORATORY DATA Sample Received: Length (in.) Uncapped Capped 0.95 1.00 1.00 1.00 1.00 Curing:X Standard Temp:High (°F) Average 28-day Compressive Strength: psi Field Low (°F) The material X was was NOT sampled and tested as required by the approved project documents. Tested material X does does NOT meet the requirements of the approved project documents. Reported by:Compressive Test Machine: Remarks:Cap bonded per ASTM C 617. AGS FORM E-11 PAGE 1 OF 1 4140 4660 5490 3 Area (in2) 12.13 12.13 12.13 12.13 Fernando Velez CCM 001 5240 Test results relate only to the items inspected or tested. This report shall not be reproduced, except in full, and with the prior written approval of AGS. 74 71 3.93 Type of Fracture Diameter (in.) 3.93 5080 3 C.F.Tested by: FV FV FV FV FV51603 3 3 Slope Repair Wall Middle Section N/A 1.0 Conforms days 90 1.0 28 5299 1 1 FV 70 80 5,000 SUPERIOR READY MIX NCG-5000 5,000 8/23/2022 PBA. LTD. South 2005-01Blandy Slope Repair GR 2021-007 City of Carlsbad psi Sample ID. C D 8/2/22 8/9/22B 8/23/22 8/23/22 E 8/23/22 Test Date A 12.13 9.93 Load (lb) 52890 56570 Shotcrete Core 3367 Appian Road, Carlsbad, CA Geostructural Eng. Compressive Strength (psi) FIELD DATA AND QUALITY SPECIFICATIONS (ASTM C31, C39, C42, C138, C143, C172, C192, C231, C1019, C1064, C1231) 7/29/2022 N/A Conforms 2.0 Concrete Mortar 236061 754:15 PM3:00 PM 7/26/2022 66671 61640 62611 9.18 9.31 Bruce Blandy 15 Age (days) 7 14 28 28 28 9.13 9.25 9.34 3.93 3.93 3.93 9.75 9.90 9.50 9.52 ADVANCED GEOTECHNICAL SOLUTIONS, INC. 485 Corporate Drive, Suite B Escondido, California 92029 Telephone: (619) 867-0487 Fax: (714) 409-3287 2005-01_07-29-2022_SC_Slope Repair Wall Middle Section_FV □ □ □ □ ......-----.------.-------.-------.-----........--..----.------.----------,--..........-----1 REGULAR 1.5X /,0,762)2%6(59$7,217(67,1*&29(5('%<7+,6127,&( CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. ),(/'0(02 &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with FRQWUDFWRUVproject designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. &LW\DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (&LW\DSA, etc. &LW\'6$HWF &LW\'6$HWF met / did not meet was / was not was / was not / N/A 6XEJUDGH)RRWLQJ([FDYDWLRQ 5HPRYDO%RWWRP 5HWDLQLQJ:DOO 7UHQFK%DFNILOO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP $VSKDOW 6XEGUDLQ $JJUHJDWH%DVH .H\ZD\([FDYDWLRQ DESCRIPTION OF WORK INSPECTED &LW\'6$HWF Bruce Blandy 2005-01 07-07-2022 Bendy Slop Repair 3367 Appian way, Carlsbad, CA City of Cralsbad Geostructural Eng.Alliance Diversified Drill. Contractor begun operation with 5 ft long X 6" diameter augers over first (5) Soil Nails located in the area of South side and Center of slope (2) from elevation +/- 235.69 ft to elevation +/- 233.69, (2) at elevation +/- 229.6 and (1) at elevation +/- 227.69 were drilled +/- 5 ft spaced horizontally; each Soil Nail reach +/- 10'-3" length on 15 degree angle over actual grade. At Center 5 ft from South Soil Nails placement a caving was observed as stated on Plans page 6, Operation continues on 07-08-2022. Was City of Carlsbad Met City of Carlsbad L. Fernando Velez ICC #8197153 6.0 Soil Nails. On site as requested to observe, and document (9) Soils Nails placement operation at 3367 Appian Way, Slope Repair at Carlsbad , California. □ □ ~GS □ □ □ □ □ □ □ 000@000 □ □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einforcePHQW Masonry Pre/Post Tension :RRG)UDPLQJ Concrete Placement 6WUXFWXUDO6WHHO 2WKHU 2 of 2 Bruce Blandy 2005-01 07-08-2022 Blandy Slope Repair GR 2021-0007 3367 Appian Way, Carlsbad, California City of Carlsbad Geostructural ng.Alliance Diversified Drilling Soil Nails ■Soil Nails □ □ □ ----□ ----□ -----□ □ 000 0@00 -----□ □ □ REGULAR 1.5X /,0,762)2%6(59$7,217(67,1*&29(5('%<7+,6127,&( CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. ),(/'0(02 &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with FRQWUDFWRUVproject designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. &LW\DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (&LW\DSA, etc. &LW\'6$HWF &LW\'6$HWF met / did not meet was / was not was / was not / N/A 6XEJUDGH)RRWLQJ([FDYDWLRQ 5HPRYDO%RWWRP 5HWDLQLQJ:DOO 7UHQFK%DFNILOO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP $VSKDOW 6XEGUDLQ $JJUHJDWH%DVH .H\ZD\([FDYDWLRQ DESCRIPTION OF WORK INSPECTED Bruce Blandy 2005-01 07-08-2022 Blandy Slope Repair GR 2021-0007 3367 Appian Way, Carlsbad, California City of Carlsbad Geostructural Eng.Alliance Diversified Drilling Contractor resume operation drilling (4) boring drills with 5 ft X 6" diameter augers at North side of wall from elevation +/- 234.69 to (1) at elevation +/- 232.69 ft, (1) at elevation +/- 228.6 ft, (1) at elevation +/- 224.69 ft and Center bottom (1) at elevation +/- 224.69 ft. Each drilling boring reach +/- 10'-3" length on 15 degree angle inclination from horizontal on the actual face of slope. (9) #7 Epoxy coated bars were placed in side of previously 6" diameter drill bores +/- 12'-7" length with 3" clear at the deep end, also observed (2) centralizers +/- 5' ft spaced on center. Observed Contractor grouting Soils Nails With I/II/III High Sulfates Portland Cement +/- 16 sacs in to a portable batch plant. No grout samples were taken. To the best of my knowledge operation followed approved plans Pages 5 to 7 by City of Carlsbad. Was City of Carlsbad Met City of Carlsbad L. Fernando Velez. ICC #8197153 1 of 2 8.0 ■Soil Nails On site as requested to observe, document (4) Boring drill operation, and (9) Soil Nails placement on 3367 Appian Way, Carlsbad, California. ~GS I lo 0 0 0 @ 0 0 I □ □ □ □ □ □ □ □ □ □ Iii REGULAR 1.5X DESCRIPTION OF WORK INSPECTED MIX USED DESIGN SLUMP ADMIXTURE DESIGN PSI CUBIC YARDS SPECIMENS CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. &21&5(7(0$6215<:22')5$0,1*6758&785$/67((/ Testing & Inspection Report &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Each joint must the specifically identified for SSW/HS bolt inspection. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (DSA, OSHPD, City, etc. (DSA, OSHPD, City, etc. (DSA, OSHPD, City, etc. met / did not meet was / was not was / was not / N/A ReinforcePHQW Concrete Placement Masonry Pre/Post Tension :RRG)UDPLQJ 6WUXFWXUDO6WHHO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 2Q6LWH5HSUHVHQWDWLYH 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP Bruce Blandy 2005-01 07-26-2022 Blandy Slope Repair GR 2021-007 3367 Appian Road, Carlsbad, CA City of Carlsbad Geostructural Eng.PBA. LTD. South. Shot Crete On site as requested to observe, document and sample 5000 psi Shot Crete placement a long Slope Wall Repair at 3367 Appian Road, Carlsbad, CA. +/- 18 c.y of 5000 psi Shot Crete has Ben placed along Slope Repair Wall and caving using material provided by Superior Ready Mix and identified as Mix Design # NCG-5000 then sample as follow: (1)Test Panel 16X16X8 on Truck #5172 with Ticket # 478239 has been filled by Nozzle Man Myron Dick R Junior ACI # 00142284. Test panel is ready to be retrieve by AGS Laboratory to be tested. NCG-5000 2 inch N/A 15000 18 Was City of Carlsbad Met City of Carlsbad Was City of Carlsbad L. Fernando Velez ICC #8197153; ACI #01146967 4.0 □ □ ~GS ___ Iii ---□ ---□ ----□ □ 0@0 0000 ---□ REGULAR 1.5X DESCRIPTION OF WORK INSPECTED MIX USED DESIGN SLUMP ADMIXTURE DESIGN PSI CUBIC YARDS SPECIMENS CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. &21&5(7(0$6215<:22')5$0,1*6758&785$/67((/ Testing & Inspection Report &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Each joint must the specifically identified for SSW/HS bolt inspection. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (DSA, OSHPD, City, etc. (DSA, OSHPD, City, etc. (DSA, OSHPD, City, etc. met / did not meet was / was not was / was not / N/A ReinforcePHQW Concrete Placement Masonry Pre/Post Tension :RRG)UDPLQJ 6WUXFWXUDO6WHHO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 2Q6LWH5HSUHVHQWDWLYH 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP Bruce Blandy 2005-01 08-03-2022 Blandy Slope Repair GR 2021-007 3367 Appian Road, Carlsbad, CA City of Carlsbad Geostructural Eng.PBA. LTD. South. On site as requested to observe, document and verify proof testing of the Soils Nail located in the bottom left portion of the Slope Wall at 3367 Appian Road, Carlsbad, CA. The #8 Grade 75 bar used as verification test was stressed using Gauge ID# 0-10,000 PSI # 100T, Electric Hydraulic Pump ID# DSI 204 and Ram ID# 1X100 T. Max. Proof Test Load 1400 psi and Verification Test Load 1900 Psi for 30 minutes on time increments at 5 minutes from 2 1/4" Max Proof Test Load to 2 3/8" Max Verification Load. The test followed the equipment Report of Calibration Verification Chart. To the best of my knowledge Soils Test Nail followed Soil Nail Test Schedule at page 7 on approved plans. City of Carlsbad Inspector on site. Was City of Carlsbad Met City of Carlsbad L. Fernando Velez ICC #8197153; ACI #01146967 4.0 □ □ ~GS -□ --□ -□ --□ □ 00@0000 REGULAR 1.5X /,0,762)2%6(59$7,217(67,1*&29(5('%<7+,6127,&( CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. ),(/'0(02 &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with FRQWUDFWRUVproject designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. &LW\DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (&LW\DSA, etc. &LW\'6$HWF &LW\'6$HWF met / did not meet was / was not was / was not / N/A 6XEJUDGH)RRWLQJ([FDYDWLRQ 5HPRYDO%RWWRP 5HWDLQLQJ:DOO 7UHQFK%DFNILOO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP $VSKDOW 6XEGUDLQ $JJUHJDWH%DVH .H\ZD\([FDYDWLRQ DESCRIPTION OF WORK INSPECTED Bruce Blandy 2005-10 08-30-2022 Blandy Slope Repair GR2021-0007 3367 Appian Rd, Clarsbad PD2021-0013 PBA City of Carlsbad 1) AGS observed and probed final slope area after contractor had cleaned off slope and compacted the backfill below wall. Backfill probed firm and is suitable for intended use. Failed slope materials had been removed from the slope face as recommended in the soils report. Some failed materials remain on slope face on neighboring property and outside project limits. 2) Several inches of loose/slough materials remain on slope and have filled-in area above wattles. Recommend that contractor remove loose materials to expose firm slope face and clean behind wattles prior to hydroseeding. Loose materials should be disposed offsite. was City of Carlsbad did not meet City of Carlsbad n/a n/a John "Sean" Donovan RCE 65051 2 Final Inspection Disturbed Slope Area ~GS I lo @ 0 0 0 0 0 I □ □ □ □ □ □ □ □ □ □ □ REGULAR 1.5X /,0,762)2%6(59$7,217(67,1*&29(5('%<7+,6127,&( CERTIFICATION OF COMPLIANCE The WORK inspected in accordance with the requirements of the approved documents. The WORK INSPECTED the requirements of the approved documents. MATERIAL SAMPLING performed in accordance with approved documents. ),(/'0(02 &/,(17 352-(&71RDATE 352-(&7 3(50,7 ADDRESS PERMIT # GENERAL CONTRACTOR JURISDICTION ARCHITECT ENGINEER SUBCONTRACTOR (if any) REQUIREMENTS: Limit one job number, one permit number per sheet. Identify all work by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with FRQWUDFWRUVproject designers, building and permit granting authority officials. M T W T F S S HOURS This report will be distributed to the architect, engineer, client, and governing jurisdiction (e.g. &LW\DSA) as required by applicable codes and project documents. Inspector Name Inspector Signature Inspector ID / Lic. #Additional Page 3age # (&LW\DSA, etc. &LW\'6$HWF &LW\'6$HWF met / did not meet was / was not was / was not / N/A 6XEJUDGH)RRWLQJ([FDYDWLRQ 5HPRYDO%RWWRP 5HWDLQLQJ:DOO 7UHQFK%DFNILOO $OOLQVSHFWLRQVEDVHGRQPLQLPXPKRXUVDQGRYHUKRXUVKRXUVPLQLPXP,ILQVSHFWRU LVFDOOHGWRDSURMHFWDQGQRZRUNLVSHUIRUPHGDKRXUPLQLPXPFKDUJHZLOOEHDSSOLHG Approved / Authorized by 1DPH7LWOH 2WKHU $'9$1&('*(27(&+1,&$/62/87,216,1& &RUSRUDWH'ULYH6XLWH% (VFRQGLGR&$ 3_(LQIR#DGYJHRVROXWLRQVFRP $VSKDOW 6XEGUDLQ $JJUHJDWH%DVH .H\ZD\([FDYDWLRQ DESCRIPTION OF WORK INSPECTED Bruce Blandy 2005-10 10-07-2022 Blandy Slope Repair GR2021-0007 3367 Appian Rd, Clarsbad PD2021-0013 PBA City of Carlsbad 1) As recommended in 8-30-2022 report, loose materials on slope face should be removed. AGS observed slope face and materials were removed as recommended. Slope repair was found to be acceptable and in compliance with project documents and geotechnical report. was City of Carlsbad did City of Carlsbad n/a n/a John "Sean" Donovan RCE 65051 1 Final Inspection Disturbed Slope Area ~GS I lo 0 0 0 @ 0 0 I □ □ □ □ □ □ □ □ □ □ □