Common use of Field Exploration Clause in Contracts

Field Exploration. 4.3.1.1. The Professional shall determine the required boring locations on the Project Site. The Professional shall provide a Project Site boring location map that shows the exploratory borings within the vicinity of the proposed improvements and along the proposed water main alignments. 4.3.1.2. The Professional shall coordinate with NBU, the CoNB, and Texas 811 regarding underground utilities within the vicinity of the planned boring locations prior to commencement of the field exploration activities. 4.3.1.3. The Professional shall drill exploratory borings for the proposed improvements according to the schedule provided below: 4.3.1.3.1. Ten (10) borings to a maximum depth of fifteen (15) feet below existing grade. 4.3.1.4. The boring method conducted on the Project Site shall be advanced using standard rotary drilling equipment with continuous-flight augers or rotary wash methods. Subsurface samples shall be collected using a 2-inch diameter split-spoon sampler in conjunction with the standard penetration test (“SPT”). Intermittent 3-inch diameter Shelby tube samples shall be collected in between the SPTs. 4.3.1.5. The Professional shall record groundwater observations within the borings at the time of drilling and at the completion of drilling and sampling. 4.3.1.6. The Professional shall backfill borings with auger cuttings upon completion of drilling and sampling. 4.3.1.7. The Professional shall patch borings drilled through pavement with like material (asphalt, concrete) upon completion of backfilling. 4.3.1.8. The Professional shall have personnel experienced in logging borings, directing the drilling, and handling and transporting the samples. The Professional shall provide visual classification of the subsurface stratigraphy in general accordance to the American Society for Testing and Materials standard number D2488 and the Unified Soil Classification System during drilling and sampling.

Field Exploration. 4.3.1.1. The Professional shall determine the required boring locations on the Project Well 6 Site. The Professional shall provide a Project Site site boring location map that shows the exploratory borings within the vicinity of the proposed improvements and along the proposed water main alignments. 4.3.1.2. The Professional shall coordinate with NBU, the CoNB, and Texas 811 regarding underground utilities within the vicinity of the planned boring locations prior to commencement of the field exploration activities. 4.3.1.3. The Professional shall drill exploratory borings for the proposed Well 6 improvements according to the schedule provided below: 4.3.1.3.1. Ten two (102) borings to a maximum depth of fifteen (15) 35 feet below existing grade. 4.3.1.4. The boring method conducted on the Project Well 6 Site shall be advanced using standard rotary drilling equipment with continuous-flight augers or rotary wash methods. Subsurface samples shall be collected using a 2-inch diameter split-spoon sampler in conjunction with the standard penetration test (“SPT”). Intermittent 3-inch diameter Shelby tube samples shall be collected in between the SPTs. 4.3.1.5. The Professional shall record groundwater observations within the borings at the time of drilling and at the completion of drilling and sampling. 4.3.1.6. The Professional shall backfill borings with auger cuttings upon completion of drilling and sampling. 4.3.1.7. The Professional shall patch borings drilled through pavement with like material (asphalt, asphalt or concrete) upon completion of backfilling. 4.3.1.8. The Professional shall have personnel experienced in logging borings, directing the drilling, and handling and transporting the samples. The Professional shall provide visual classification of the subsurface stratigraphy in general accordance to the American Society for Testing and Materials Materials, standard number D2488 and the Unified Soil Classification System during drilling and sampling.

Field Exploration. 4.3.1.14.4.1.1. The Professional shall determine the required boring locations on the Project Site. The Professional shall provide a Project Site boring location map that shows the exploratory borings within the vicinity of the proposed improvements and along the proposed water main alignments. 4.3.1.24.4.1.2. The Professional shall coordinate with NBU, the CoNBCity of New Braunfels, and Texas 811 regarding underground utilities within the vicinity of the planned boring locations prior to commencement of the field exploration activities. 4.3.1.34.4.1.3. The Professional shall drill exploratory borings for the proposed improvements according to the schedule provided below: 4.3.1.3.14.4.1.3.1. Ten Up to Twelve (1012) borings to a maximum depth of fifteen 20 feet below existing grade; 4.4.1.3.2. Up to eight (158) borings to a maximum depth of 30 feet below existing grade; and 4.4.1.3.3. Up to six (6) borings to a maximum depth of 50 feet below existing grade. 4.3.1.44.4.1.4. The boring method borings conducted on the Project Site shall be advanced using standard rotary drilling equipment with continuous-flight augers or rotary wash methods. Subsurface samples shall be collected using a 2-inch two (2)-inch diameter split-spoon sampler in conjunction with the standard penetration test (“SPT”). Intermittent 3-inch three (3)-inch diameter Shelby tube samples shall be collected in between the SPTs. 4.3.1.54.4.1.5. The Professional shall record groundwater observations within the borings at the time of drilling and at the completion of drilling and sampling. 4.3.1.64.4.1.6. The Professional shall backfill borings with auger cuttings upon completion of drilling and sampling. 4.3.1.74.4.1.7. The Professional shall patch borings drilled through pavement with like material (asphalt, concrete) upon completion of backfilling. 4.3.1.84.4.1.8. The Professional shall have personnel experienced in logging borings, directing the drilling, and handling and transporting the samples. The Professional shall provide visual classification of the subsurface stratigraphy in general accordance to the American Society for Testing and Materials (“ASTM”), standard number D2488 and the Unified Soil Classification System (“USCS”) during drilling and sampling.

Field Exploration. 4.3.1.14.2.1.1. The Professional shall determine the required boring locations on the Project Site. The Professional shall provide a Project Site boring location map that shows the exploratory borings within the vicinity of the proposed improvements and along the proposed water main alignmentsimprovements. 4.3.1.24.2.1.2. The Professional shall coordinate with NBU, the CoNBCity of New Braunfels, and Texas 811 regarding underground utilities within the vicinity of the planned boring locations prior to commencement of the field exploration activities. 4.3.1.34.2.1.3. The Professional shall drill exploratory borings for the proposed improvements according to the schedule provided below: 4.3.1.3.14.2.1.3.1. Ten up to five (105) borings to a maximum depth of fifteen 50 feet below existing grade; 4.2.1.3.2. up to one (151) boring to a maximum depth of 20 feet below existing grade; and 4.2.1.3.3. up to four (4) borings to a maximum depth of 15 feet below existing grade. 4.3.1.44.2.1.4. The boring method borings conducted on the Project Site shall be advanced using standard rotary drilling equipment with continuous-flight augers or rotary wash methods. Subsurface samples shall be collected using a 2-inch diameter split-spoon sampler in conjunction with the standard penetration test (“SPT”). Intermittent 3-inch diameter Shelby tube samples shall be collected in between the SPTs. 4.3.1.54.2.1.5. The Professional shall record groundwater observations within the borings at the time of drilling and at the completion of drilling and sampling. 4.3.1.64.2.1.6. The Professional shall backfill borings with auger cuttings upon completion of drilling and sampling. 4.3.1.74.2.1.7. The Professional shall patch borings drilled through pavement with like material (asphalt, concrete) upon completion of backfilling. 4.3.1.84.2.1.8. The Professional shall have personnel experienced in logging borings, directing the drilling, and handling handling, and transporting the samples. The Professional shall provide visual classification of the subsurface stratigraphy in general and in accordance to with the American Society for Testing and Materials Materials, standard number D2488 and the Unified Soil Classification System during drilling and sampling.

Field Exploration. 4.3.1.1. The Professional shall determine the required boring locations on the Project Site. The Professional shall provide a Project Site boring site location map that shows the exploratory borings within the vicinity of the proposed improvements and along the proposed water main alignments. 4.3.1.2. The Professional shall coordinate with NBU, the CoNB, and Texas 811 regarding underground utilities within the vicinity of the planned boring locations prior to commencement of the field exploration activities. 4.3.1.3. The Professional shall drill exploratory borings for the proposed improvements according to the schedule provided below: 4.3.1.3.1. Ten nine (109) borings to a maximum depth of fifteen twenty (1520) feet below existing grade; and 4.3.1.3.2. two (2) borings to a maximum depth of forty (40) feet below existing grade. 4.3.1.4. The boring method conducted borings located on the Project Site site shall be advanced using standard rotary drilling equipment with continuous-flight augers or rotary wash methods. Subsurface samples shall be collected using a 2-inch two (2)-inch diameter split-spoon sampler in conjunction with the standard penetration test (“SPT”). Intermittent 3-inch The Professional shall collect intermittent three (3)-inch diameter Shelby tube samples shall be collected in between the SPTs. 4.3.1.5. The Professional shall record groundwater observations within the borings at the time of during drilling activities and at the completion of drilling and sampling. 4.3.1.6. The Professional shall backfill borings with auger cuttings upon completion of drilling and sampling. 4.3.1.7. The Professional shall patch borings drilled through pavement with like material (asphalt, concrete) upon completion of backfilling. 4.3.1.8. The Professional shall have provide personnel experienced in logging borings, directing the drilling, and handling and transporting the samples. The Professional shall provide visual classification of the subsurface stratigraphy in general accordance to with the American Society for Testing and Materials Materials, standard number D2488 and the Unified Soil Classification System during drilling and sampling.