recommendations, and assumptions contained within the report.
Report 2: Results of Infiltration Testing, G&M Oil Company Facility #128, 727 South East Street, Anaheim, California, by Southern California Geotechnical, dated August 31, 2023 (Revised March 4, 2024) 1st Round Review Comments (1/6/25)
depths and locations of the proposed infiltration systems.
recommended.
recommended, from any structures, including retaining walls.
recommended.
23672
GEOTECHNICAL REVEW SHEET
VERDANTAS INC.
FOR CITY OF DIAMOND BAR
DEPARTMENT OF ENGINEERING
10164.142
Tract(s) Tract 39679, Portion of Lot 16 Date June 25, 2021 Parent Tract Location/Owner The Trenton Group
Site Address 1440 Bridge Gate Drive
Geologist Lowney Associates Developer
Soils Engineer Lowney Associates Engineer/Arch. Thienes Engineering REVIEW OF:
Grading P.C. No.
Geologist Report(s) Dated
Soils Report(s) Dated
X Geology and Soils Report(s) Dated June 11, 2021
Other
X Previous Submittals Dated None
ACTION:
Plan/Report is geotechnically approved X Plan/Report not approved for reasons below Plan/Report is geotechnically approved X Submit Plan/Report for recheck. Include a subject to conditions below. copy of this review.
REVIEW COMMENTS:
Analyses:
1. The computer search should be performed such that the most critical potential failure surface is analyzed. In general, the cross-section should be extended on both sides. Analysis DNAILB, for example, showed that the ten most critical surfaces were crowded at the edges of the cross-section.
2. The limits of the computer search should be extended on all analyses such that the most critical surfaces are not located near or at the ends of the search limits. For example, on Analysis DNAILD, the most critical surface was located at the end of the search limits, indicating that the search limits need to be extended.
3. Potential failure surfaces that daylight on the slope face should be evaluated. On Analysis DNAILF, for examples, in addition to failing across bedding, the potential failure surfaces should also be extended to the slope face.
4. Provide justification for the allowable pullout stress of 4,500 psf used in the analyses.
5. Table 3 indicated that the allowable tendon stress was 36,000 psf while the value used in the analyses was 36,000 psi.
Construction Considerations:
1. Discuss constructability issues. Keep in mind that the soil nails will be 140 feet long at a horizontal spacing of 5 feet. One degree off on each adjacent nail will cause the nails to touch. 24673
10164.142
-2-
2. Discuss corrosion protection.
3. Provide recommendations, as necessary, to inspect, test, and verify the capacities of the soil nails.
4. Discuss restrictions on development of the adjacent upslope properties.
5. The soil nails appear to extend beyond the property limits. Address if a special encroachment permit may be required from the City.
Reviewed by Date June 25, 2021
Djan Chandra, PE, GE
Reviewed by Date June 25, 2021
Philip A. Buchiarelli, PG, CEG
25674
METRO GOLD LINE FOOTHILL EXTENSION PHASE 2BͲSUBMITTAL REVIEW FORM Alignment Project (C2002)
SUBMITTAL: Response Code: 1 = Accepted; 2 = Information Needed; 3 = Rejected Status Code: RͲResolved, UͲUnresolved, TͲTransferred, CͲCompleted No.
Rev #/ Design
%
Page No. /
DWG No. /
Doc No. / Sec
No.
Reviewer Reviewer Agency Comment Initial
Code ResponseResponder Response
Response CRM
Code
Confirmation
Initial, (First
Name) Last Additional Notes Status Code
207 85% 224 dchandra Authority Section 6: Address collapse potential due infiltration of surface water. 1 EMI / C. Yang Since most of the parking lot is all paved, the
surface runoff will be directed to the wet well of
the pump station. So hydroͲcollaspe is not a
design issue. In addition, the site consists
primarily of medium dense to dense silty sand and
sand with silt, which is considered having a low
collapse potential.
A. Lee 8/1/23: Please incorporate the response into the report. R 208 85% 224 dchandra Authority
Table 5: Caltrans Highway Design Manual has a
minimum AB thickness of 4 inches. Please revise
the table accordingly.
1 EMI / C. Yang Will revise. A. Lee C
209 85% 226 dchandra Authority
Section 8: Provide recommendations for lateral
earth pressures for design of belowͲgrade walls
such as the planned valve vault.
1 EMI / C. Yang
Will add the lateral earth pressure
recommendations for pump station (inculding
valve vaults).
A. Lee C
210 85% 227 dchandra Authority
Section 9: Address if asphalt and concrete from
demolition of the existing improvements may be
reused as fill or aggregate base materials.
1Ͳ3 EMI / C. Yang It was already addressed in the first paragraph of Section 9. A. Lee C 211 85% 227 dchandra Authority Section 9: Provide recommendations for trench backfill if new utility lines are planned. 1 EMI / C. Yang/WRI Will add and coordinate with civil details. A. Lee C 212 85% 300 dchandra Authority
Design parameters should be based on the siteͲ
specific recommendations in the latest Technical
Memorandum by EMI.
1 WATRY A.
Flores
These parameters match the parameters given in
page 7 of the geotechnical report dated March 14,
2023. The abbreviated numbers are the same.
A. Flores 8/1/23: The values for lateral earth pressure do not match the Technical Memorandum by EMI. U 213 85% CͲP2Ͳ501 dchandra Authority Specify the material shown below the vault. 1 WRI P. Roberts To be added to the next submittal P. Roberts C PROJECT / CONTRACT NO.
2.1.02.01.08.31.11ͲSan Dimas Parking Lot 85%
To be completed by reviewer To be completed by KPJV To be completed by Reviewer 1/21/2025 1 of Checklist Sample_Public Works_Gold Line Foothill 26 675
12197.040
Comments were uploaded to e-PlanReview (ePR)
Project: Proposed Residential Development
Permit No. TECH2023-01476
Report: Geotechnical Due Diligence Review, Subsurface Exploration and Preliminary Design, Proposed Residential Development, 2and 375 East Santa Ana Street, City of Anaheim, California, by SA Geotechnical, Inc., dated May 10, 2023
1st Round Review Comments (August 18, 2023)
Section 2.1: Verify consistency of the geologic symbol with Figure 2.
Section 3.4: It appears that the allowable bearing capacity equation includes cohesion.
Provide the cohesion value used.
Section 3.4: Clarify if the value for subgrade modulus was already corrected or to be corrected for large slabs.
Section 3.10: Perform R-value testing during the design phase to confirm that the assumed value is appropriate.
Appendix C: The soil type for boring H-4 at 0 to 5 feet was described as SM in the maximum dry density and direct shear test results but as CL-ML in EI and % passing #200 test results. Clarify the inconsistency and/or revise the description. 2nd Round Review Comments (November 29, 2023)
No additional comments.
27676
City of San Clemente | On-Call Geotechnical Plan Check Services Verdantas.com
Verdantas Inc. Cost Data
-
)/
.
)
ի
..0( .
*0/Խ#*0-.*!./
ʯ/$( + -- 1$ 2ի#$.$.
) ./$(
/ *)'4ծ/#
/0
'/$( 2$''1
-4
. *)
*(+' 3$/4*!/# .$/ " *'*"4
) +-*%
/.
) ,0
'$/4֨
*(+' / ) ..*!/#
*).0'/
)/.շ- +*-/.
)
/$( 2$''*)'4
$'' !*-
/0
'#*0-.2*-& ի''+'
)
#
&.2$''
/0-)
-*0) 2$/#$)/#
"- 0+*)
/$( !-
( .*-
.) "*/$
/ !*- .+
$
''4'
-" *-
*(+' 3+-*%
/.ի
Staī Name | ClassiĮcaƟon Hourly Rate Est. Hours for Plan Review Total Cost %
)#
) -
լլ
)$*--$)
$+
')"$) - ࡂԸԺԵ Թ *0-.-ի-$)
$+
'/$( ࡂԶլԹԵԵ
ʯ 0''լլ
..*
$
/ *'*"$./ ࡂԷԻԺ
Թ *0-...*
$
/ $( #-$./$
) '"
$''*լլ ࡂԶլԵԻԵ
..*
$
/ )"$) - ࡂԷԻԺ
-$
*''$
4լլ
..*
$
/ *'*"$./ ࡂԷԻԺ
*/
'.խ Խ *0-./
ʯ $( ࡂԷլԹԻԵ
Plan Check Rates
)/# !*''*2$)"+
" .լ2 #
1 +-*1$ *0-./
)
- #*0-'4-
/ .# /!*-/# $/4*!
)' ( )/ ի
677
Fee 202ē - V www.verdantas.com Page 1 of 4
202ē PROFESSIONAL FEE SCHEDULE
GEOTECHNICAL LABORATORY TESTING
LABOR RATES
METHOD $/TEST
CLASSIFICATION & INDEX PROPERTIES
Photograph of sample................................................................................15 Moisture content (ASTM D2216) ................................................................25 Moisture & density (ASTM D2937) ring samples ........................................37 Moisture & density (ASTM D2937) Shelby tube or cutting ........................45 Atterberg limits 3 points (ASTM D4318): ..................................................160 - Single point, non-plastic.......................................................................90 - Atterberg limits (organic ASTM D2487 / D4318) .................................195 - Visual classiজcation as non-plastic (ASTM D2488) ...............................15 Particle size: .................................................................................................... - Sieve only 1½ inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202) 155
- Large sieve 6 inch to #200 (AASHTO T27/ASTM C136/ASTM D6913/CTM 202) 195
- Hydrometer only (ASTM D7928) .........................................................120 - Sieve + hydrometer ࡻ3 inch sieve, (ASTM D7928) ..............................200 - Percent passing #200 sieve, wash only (ASTM D1140) ........................75 Speciজc gravity and absorption of জne aggregate
(AASHTO T84/ASTM C128/ASTM D854/CTM 207) ................................140 Speciজc gravity and absorption of coarse aggregate
(AASHTO T85/ASTM C127/CTM 206) ....................................................110 - Total porosity - on Shelby tube sample (calculated) .........................180 - Total porosity - on other sample (calculated) ....................................165 Shrinkage limits wax method (ASTM D4943) ..........................................135 Pinhole dispersion (ASTM D4647) ............................................................225 Dispersive characteristics (double hydrometer ASTM D4221) ...............215 As-received moisture & density (chunk/carved samples) ........................65 Sand Equivalent (AASHTO T176/ASTM D2419/CTM 217) ........................115
SHEAR STRENGTH
Pocket penetrometer ................................................................................. 20 Direct shear (ASTM D3080, mod., 3 points):
Consolidated undrained - 0.05 inch/min (CU) ........................................ 320 Consolidated drained - <0.05 inch/min (CD) ........................................... 385 Residual shear EM 1110-2-1906-IXA (price per each additional pass aʲer shear) .............................................................................................. 55 Remolding or hand trimming of specimens (3 points) ............................. 95 Oriented or block hand trimming (per hour) ............................................ 70 Single point shear .................................................................................... 115 Torsional shear (ASTM D6467 / ASTM D7608) .......................................... 880 METHOD $/TEST
COMPACTION & PAVEMENT SUBGRADE TESTS
Standard Proctor compaction, 4 points (ASTM D698)
- 4 inch diameter mold (Methods A & B) ............................................... 170 - 6 inch diameter mold (Method C) ....................................................... 230 Modiজed Proctor compaction 4 points (ASTM D1557):
- 4 inch diameter mold Methods A & B ................................................. 235 - 6 inch diameter mold Method C ......................................................... 265 Check point (per point) .............................................................................. 70 Relative compaction of untreated/treated soils/aggregates (CTM 216) 270 Relative density 0.1 ʲ mold (ASTM D4253, D4254) ................................. 250 California Bearing Ratio (ASTM D1883)
- 3 point .................................................................................................. 535 - 1 point .................................................................................................. 200 R-Value untreated soils/aggregates (AASHTO T190/ASTM D2844/CTM 301) ....................................................................................................... 335 R-Value lime or cement treated soils/aggregates (AASHTO T190/ ASTM D2844/CTM 301) ......................................................................... 365
SOIL CHEMISTRY & CORROSIVITY
pH Method A (ASTM D4972 or CTM 643) .................................................... 50 Electrical resistivity – single point – as received moisture ....................... 50 Minimum resistivity 3 moisture content points (ASTM G187/CTM 643) ... 95 pH + minimum resistivity (CTM 643) ........................................................ 140 Sulfate content - gravimetric (CTM 417 B Part 2) ...................................... 75 Sulfate content - by ion chromatograph (CTM 417 Part 2) ....................... 85 Sulfate screen (Hach®) ............................................................................... 35 Chloride content (AASHTO T291/CTM 422) ............................................... 75 Chloride content – by ion chromatograph (AASHTO T291/CTM 422) ...... 85 Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643) .. 285 Organic matter content (ASTM D2974) ...................................................... 70
CONSOLIDATION & EXPANSION/SWELL TESTS
Consolidation (ASTM D2435): .................................................................. 210 Each additional time curve ........................................................................ 50 Each additional load/unload w/o time reading ........................................ 45 Expansion Index (ASTM D4829) ............................................................... 140 Single load swell/collapse - Method B (ASTM D4546-B, seat, load & inundate only)......................................................................................... 115 Swell collapse Method A up to 10 load/unloads w/o time curves (ASTM D4546-A) .................................................................................... 310 CLASSIFICATION $/HR
Technician I ............................................................................................... 100 Technician II / Special Inspector .............................................................. 110 Senior Technician / Senior Special Inspector ......................................... 130 Prevailing Wage (জeld soils / materials tester) * ..................................... 170 Prevailing Wage (Special Inspector) * ..................................................... 175 Prevailing Wage (On site Source Inspector, NDT and soil remediation O&M)* .................................................................................................... 180 System Operation & Maintenance (O&M) Specialist ............................... 165 Non Destructive Testing (NDT) ................................................................. 175 Deputy Inspector ...................................................................................... 130 Field / Laboratory Supervisor .................................................................. 165 Source Inspector ...................................................................................... 155 City of Los Angeles Deputy Building (including Grading) Inspector ...... 175 * See Prevailing Wages in Terms and Conditions
CLASSIFICATION $/HR
Project Administrator/Word Processor/Dispatcher .................................. 90 Information Specialist .............................................................................. 130 CAD Operator ............................................................................................ 155 GIS Specialist ............................................................................................ 155 GIS Analyst ............................................................................................... 180 Staʯ Engineer / Geologist / Scientist ....................................................... 170 Senior Staʯ Engineer / Geologist / Scientist / ASMR ............................... 185 Operations / Laboratory Manager ........................................................... 205 Project Engineer / Geologist / Scientist ................................................... 215 Senior Project Engineer / Geologist / Scientist / SMR ............................. 240 Associate ................................................................................................... 265 Principal .................................................................................................... 295 Senior Principal ........................................................................................ 350 678
FEE SCHEDULE
CONSTRUCTION MATERIALS LABORATORY TESTING
METHOD $/TEST
TRIAXIAL TESTS
Unconজned compression strength of cohesive soil (with stress/strain plot, ASTM D2166) ................................................................................ 145 Unconsolidated undrained triaxial compression test on cohesive soils (UU, ASTM D2850, USACE Q test, per conজning stress) ....................... 185 Consolidated undrained triaxial compression test for cohesive soils, (CU, ASTM D4767, USACE R-bar test) with back pressure saturation & pore water pressure measurement (per conজning stress) ................. 400 Consolidated drained triaxial compression test (CD, USACE S), with volume change measurement. Price per soil type below EM 1110-2- 1906(X):
Sand or silty sand soils (per conজning stress) ..................................... 400 Silt or clayey sand soils (per conজning stress) .................................... 535 Clay soils (per conজning stress) ........................................................... 755 Three-stage triaxial (sand or silty sand soils)...................................... 700 Three-stage triaxial (silt or clayey sand soils) ..................................... 935 Three-stage triaxial (clay soils) ......................................................... 1,320 Remolding of test specimens ................................................................ 70 METHOD $/TEST
HYDRAULIC CONDUCTIVITY TESTS
Triaxial permeability in ঝexible-wall permeameter with
backpressure saturation at one eʯective stress
(EPA 9100/ASTM D5084, falling head Method C): ................................ 335 Each additional eʯective stress ............................................................... 130 Hand trimming of soil samples for horizontal K ....................................... 65 Remolding of test specimens .................................................................... 70 Permeability of granular soils (ASTM D2434) .......................................... 145 Soil suction (জlter paper method, ASTM D5298) ..................................... 430
SOIL-CEMENT
Moisture-density curve for soil-cement mixtures (ASTM D558) ............. 260 Wet-dry durability of soil-cement mixtures (ASTM D559) ¹ ................. 1,290 Compressive strength of molded soil-cement cylinder (ASTM D1633)¹ .. 65 Soil-cement remolded specimen (for shear strength, consolidation, etc.) ¹ ..................................................................................................... 250 ¹ Compaction (ASTM D558 maximum density) should also be performed – not included in above price
METHOD $/TEST
CONCRETE STRENGTH CHARACTERISTICS
Concrete cylinders compression (ASTM C39) (6” x 12” and 4” x 8”) ........ 40 Compression, concrete or masonry cores (testing only) ࡻ6 inch (ASTM C42) .............................................................................................. 45 Trimming concrete cores (per core) ......................................................... 25 Flexural strength of concrete (simple beam-3rd pt. loading, ASTM C78/CTM 523) .......................................................................................... 90 Flexural strength of concrete (simple beam-center pt. loading, ASTM C293/CTM 523) ......................................................................................... 90 Non shrink grout cubes (2 inch, ASTM C109/C1107) ................................. 30 Drying shrinkage - four readings, up to 90 days, 3 bars (ASTM C157) .... 430 Length of concrete cores (CTM 531) .......................................................... 45
HOT MIX ASPHALT (HMA)
Resistance of compacted HMA to moisture-induced damage
(AASHTO T283/CTM 371) ................................................................... 2,250 Hamburg Wheel, 4 briquettes (modiজed) (AASHTO T324) ..................... 965 Superpave gyratory compaction (AASHTO T312/ASTM D6925) ............. 375 Extraction by ignition oven, percent asphalt
(AASHTO T308/ASTM D6307/CTM 382) ................................................ 160 Ignition oven correction/correlation values
(AASHTO T308/ASTM D6307/CTM 382) ............................................. 1,445 Extraction by centrifuge, percent asphalt (ASTM D2172) ....................... 160 Gradation of extracted aggregate (AASHTO T30/ASTM D5444/CTM 202) 145 Stabilometer, S-Value (ASTM D1560/CTM 366) ....................................... 285 Bituminous mixture preparation (AASHTO R30/CTM 304) ....................... 85 Moisture content of HMA (AASHTO T329/ASTM D6037/CTM 370) ............ 65 Bulk speciজc gravity of compacted HMA, molded specimen or cores, uncoated (AASHTO T166/ASTM D2726/CTM 308).................................. 55 Bulk speciজc gravity of compacted HMA, molded specimen or cores, paraʯin-coated (AASHTO T275/ASTM D1188/CTM 308) ........................ 60 Maximum density - Hveem (CTM 308) ..................................................... 215 Theoretical maximum density and speciজc gravity of HMA (AASHTO T209/ASTM D2041/CTM 309) ................................................................ 140 Thickness or height of compacted bituminous paving mixture specimens (ASTM D3549) ....................................................................... 45 Wet track abrasion of slurry seal (ASTM D3910) ..................................... 160 Rubberized asphalt (add to above rates) .............................................+25% BRICK
Compression - cost for each, 5 required (ASTM C67) ................................ 55 Absorption - cost for each, 5 required (ASTM C67) ................................... 55 METHOD $/TEST
AGGREGATE PROPERTIES
Bulk density and voids in aggregates (AASHTO T19/ASTM C29/ CTM 212) 55 Organic impurities in জne aggregate sand (AASHTO T21/ASTM C40/ CTM 213) ................................................................................................. 65 LA Rattler-smaller coarse aggregate <1.5” (AASHTO T96/ASTM C131/ CTM 211) ........................................................................................................ 215 LA Rattler-larger coarse aggregate 1-3” (AASHTO T96/ASTM C535/CTM 211) ....................................................................................................... 270 Apparent speciজc gravity of জne aggregate (AASHTO T84/ASTM C128/ CTM 208) ................................................................................................. 140 Speciজc gravity and absorption of coarse aggregate (ASTM C127/CTM 206) >#4 retained .................................................................................. 110 Clay lumps, friable particles (AASHTO T112/ASTM C142)....................... 190 Durability Index (AASHTO T210/ASTM D3744/CTM 229) ......................... 215 Moisture content of aggregates by oven drying
(AASHTO T255/ASTM C566/CTM 226) .................................................... 45 Uncompacted void content of জne aggregate
(AASHTO T304/ ASTM C1252/ CTM 234) .............................................. 140 Percent of crushed particles (AASHTO T335/ASTM D5821/CTM 205) ..... 145 Flat & elongated particles in coarse aggregate (ASTM D4791/CTM 235) 230 Cleanness value of coarse aggregate (CTM 227) ..................................... 225 Soundness, magnesium (AASHTO T104/ASTM C88/CTM 214) ............... 240 Soundness, sodium (AASHTO T104/ASTM C88/CTM 214) ....................... 695
MASONRY
Mortar cylinders 2” x 4” (ASTM C780) ........................................................ 35 Grout prisms 3” x 6” (ASTM C1019) ............................................................ 35 Masonry cores compression, ࡻ6 “diameter - testing only (ASTM C42)..... 45 Masonry core shear testing (Title 24) ........................................................ 85 Veneer bond strength, cost for each - 5 required (ASTM C482) ................ 60 CMU compression to size 8” x 8” x 16” - 3 required (ASTM C140) ............. 60 CMU moisture content, absorption & unit weight - 6 required (ASTM C140) ....................................................................................................... 55 CMU linear drying shrinkage (ASTM C426) .............................................. 190 CMU grouted prisms compression test ࡻ8 “x 8” x 16” (ASTM C1314) ..... 215 CMU grouted prisms compression test > 8” x 8” x 16”(ASTM C1314) ..... 270
BEARING PADS/PLATES AND JOINT SEAL
Elastomeric bearing pads (Caltrans SS 51-3) ....................................... 1,060 Elastomeric bearing pad with hardness and compression tests (Caltrans SS 51-3) .............................................................................. 1,315 Type A Joint Seals (Caltrans SS 51-2) ................................................... 1,735 Fee 202ē - V www.verdantas.com Page 2 of 4 679
EQUIPMENT LIST
METHOD $/TEST
Type B Joint Seals (Caltrans SS 51-2) ................................................... 1,640 Bearing plates (A536) ............................................................................... 770
REINFORCING STEEL AND PRESTRESSING STRANDS
Rebar tensile test, ࡻ up to No. 11 (ASTM A370).......................................... 70 Rebar tensile test, ࡼ No. 14 & over (ASTM A370)...................................... 215 Rebar bend test, up to No. 11 (ASTM A370) ............................................... 70 Rebar bend test, ࡼ No. 14 & over (ASTM A370) ........................................ 215 Resistance butt-welded hoops/bars, tensile test, ࡻ up to No. 10 (CTM 670) ......................................................................................................... 70 Resistance butt-welded hoops/bars, tensile test, ࡼ No. 11 & over (CTM 670)..................................................................................................... 90 Mechanical rebar splice, tensile test, ࡻ up to No. 11 (CTM 670) ............... 70 Mechanical rebar splice, slip test, ࡻ up to No. 11 (CTM 670) ..................... 45 Mechanical rebar splice, tensile test, ࡼ No. 14 & over (CTM 670) ........... 215 Mechanical rebar splice, slip test, ࡼ No. 14 & over (CTM 670) ................. 215 Headed rebar splice, tensile test, ࡻ up to No. 11 (CTM 670) ..................... 70 Headed rebar splice, tensile test, ࡼ No. 14 & over (CTM 670) ................. 215 Epoxy coated rebar/dowel জlm thickness (coating) test (ASTM A775/ A934) ....................................................................................................... 50 Epoxy coated rebar/dowel continuity (Holiday) test
(ASTM A775/A934) ................................................................................... 70 Epoxy coated rebar ঝexibility/bend test, up to No. 11
(ASTM A775/A934) .................................................................................... 50 Prestressing wire, tension (ASTM A416) .................................................. 190 Sample preparation (cutting) ................................................................... 55 METHOD $/TEST
STREET LIGHTS/SIGNALS
LED Luminaires / Signal Modules / Countdown Pedestrian Signal Face Modules (Caltrans RSS 86) ................................................................ 1,390
SPRAY APPLIED FIREPROOFING
Unit weight (density, ASTM E605) .............................................................. 65
FASTENERS / BOLTS / RODS
F3125 GR A307, A325 Bolts, tensile test, ࡻ up to 1-1/4” diameter, plain (ASTM A370) ............................................................................................70 F3125 GR A307, A325 Bolts, tensile test, ࡻ up to 1-1/4” diameter, galvanized (ASTM A370) .........................................................................80 A490 Bolts, tensile test, ࡻ up to 1-1/4” diameter, plain (ASTM A370) .......70 A490 Bolts, tensile test, ࡻ up to 1-1/4” diameter, galvanized (ASTM A370) ................................................................................................80 A593 Bolts, tensile test, ࡻ up to 1-1/4” diameter, stainless steel (ASTM A370) ........................................................................................................70 F1554 Bolts, tensile test, ࡻ up to 1-1/4” diameter, plain (ASTM A370) ...110 F1554 Bolts, tensile test, ࡻ up to 1-1/4” diameter, galvanized ( ASTM A370) .......................................................................................... 130
SAMPLE TRANSPORT
Pick-up and delivery (weekdays, per trip,
<50 mile radius from our oʯice) ....................................................... 110 ITEM $ UNIT
1/4 inch Grab plates ............................................................................ 5 each 1/4 inch Tubing (bonded) .............................................................. 0.60 foot 1/4 inch Tubing (single) .................................................................. 0.40 foot 3/8 inch Tubing, clear vinyl ........................................................... 0.60 foot 4-Gas meter (RKI Eagle or similar)/GEM 2000 ................................ 140 day Air ঝow meter and purge pump (200 cc/min) .................................. 55 day Box of 24 soil drive-sample rings .................................................... 130 box Brass sample tubes ........................................................................... 11 each Caution tape (1000-foot roll) ............................................................ 22 each Combination lock or padlock ........................................................... 15 each Compressed air tank and regulator .................................................. 55 day Concrete coring machine (ࡻ6-inch-dia) .......................................... 160 day Consumables (gloves, rope, soap, tape, etc.) .................................. 40 day Core sample boxes ............................................................................ 30 each Crack monitor Two-Dimensional...................................................... 30 each Crack monitor Thee-Dimensional .................................................... 40 each Cutoʯ saws, reciprocating, electric (Sawzall®) ................................ 80 day D-Meter Walking Floor Proজler ....................................................... 110 day Disposable bailers ............................................................................. 25 each Disposable bladders ......................................................................... 20 each Dissolved oxygen meter .................................................................... 50 day DOT 55-gallon containment drum with lid ...................................... 85 drum Double-ring inজltrometer ................................................................ 135 day Dual-stage interface probe ............................................................... 85 day Dynamic Cone Penetrometer ......................................................... 430 day Generator, portable gasoline fueled, 3,500 watts ............................ 90 day Global Positioning System/Laser Range Finder ............................... 80 day Hand auger set .................................................................................. 90 day HDPE safety fence (ࡻ100 feet) ........................................................... 40 roll Horiba U-51 water quality meter .................................................... 135 day Light tower (towable vertical mast) ............................................... 150 day Magnehelic gauge ............................................................................. 15 day Manometer ........................................................................................ 25 day Mileage (will adjust with IRS published rate) ................................ 0.67 mile ITEM $ UNIT
Moisture test kit (excludes labor to perform test, ASTM E1907) ..... 65 test Nuclear moisture and density gauge ............................................... 88 day Electrical moisture and density gauge ............................................ 88 Day Pachometer ....................................................................................... 50 day Particulate Monitor ......................................................................... 135 day pH/Conductivity/Temperature meter .............................................. 60 day Photo-Ionization Detector (PID) ..................................................... 130 day Pump, Typhoon 2 or 4 stage ............................................................. 55 day QED bladder pump w/QED control box .......................................... 175 day Quire fee – Phase I only ................................................................... 250 each Resistivity জeld meter and pins ...................................................... 200 day Slip / threaded cap, 2-inch or 4-inch diameter, PVC Schedule 40 ... 20 each Slope inclinometer .......................................................................... 250 day Soil sampling T-handle (Encore)....................................................... 10 day Soil sampling tripod .......................................................................... 40 day Speedy (R) moisture tester ............................................................... 10 day Stainless steel bailer.......................................................................... 60 day Submersible pump with controller ................................................ 180 day Submersible pump/transfer pump, 10-25 gpm ............................... 65 day Support service truck usage (well installation, etc.) ..................... 250 day Survey/fence stakes .......................................................................... 10 each Tedlar® bags ...................................................................................... 25 each Traʯic cones (ࡻ25(/barricades (single lane) ..................................... 55 day Turbidity meter ................................................................................. 80 day Tyvek® suit (each) .............................................................................. 25 each Vapor sampling box........................................................................... 65 day Vehicle usage (carrying equipment)................................................. 20 hour VelociCalc .......................................................................................... 40 day Visqueen (20 x 100 feet) .................................................................. 130 roll Water level indicator (electronic well sounder) <300 feet deep well 100 day ZIPLEVEL®........................................................................................... 40 day Other specialized geotechnical and environmental testing and monitoring equipment are available, and priced per site Fee 202ē - V www.verdantas.com Page 3 of 4
FEE SCHEDULE
680
TERMS AND CONDITIONS
Expiration: This fee schedule is effective through
December 31, 202Ժafter which non-prevailing wage rates for remaining or additional services will increase by 4% on January 1st of each year.
Proposal Expiration: Proposals are valid for at least 30 days, subject to change aʲer 30 days; unless otherwise
stated in an attached proposal.
Prevailing Wages: Our fees for prevailing wage work are based upon California prevailing wage laws and wage
determinations. Unless speciজcally indicated in our
proposal, costs for apprentice are not included. If we are required to have an apprentice on your project, additional fees will be charged. Prevailing wage rates will increase by $8 on July 1st of each year.
Overtime: Standard overtime rate is per California Labor Law and is billed at 1.5 or 2 times their hourly billing rate.
Overtime rate for non-exempt জeld personnel working
on a Verdantas observed holiday is billed at 2 times their hourly billing rate. Overtime rate for Prevailing wage work is per the California Department of Industrial Relations (DIR) determination and is multiplied at 1.5 to 2 times their hourly billing rate for overtime and double-time, respectively.
Expert Witness Time: Expert witness deposition and
testimony will be charged at 2 times hourly rates listed on the previous pages, with a minimum charge of four hours per day.
Minimum Field Hourly Charges: For Field Technicians,
Special Inspectors or any on-site (জeld) materials testing services:
4 hours: 4-hour minimum charge up to the জrst four
hours of work.
8 hours: 8-hour minimum charge for over four hours
of work, up to eight hours.
Project time accrued includes portal to portal
travel time.
Insurance & Limitation of Liability: These rates are
predicated on standard insurance coverage and a limit
of Verdantas’ liability equal to our total fees for a given project.
Outside Direct Costs: Heavy equipment, subcontractor
fees and expenses, project-speciজc permits and/or
licenses, project-speciজc supplemental insurance, travel, subsistence, project-speciজc parking charges, shipping, reproduction, and other reimbursable expenses will be
invoiced at cost plus 15%, unless billed directly to and paid by client.
Invoicing: Invoices are rendered monthly, payable
upon receipt in United States dollars. A service charge of 1½-percent per month will be charged for late payment.
Client Disclosures: Client agrees to provide all
information in Client’s possession about actual or
possible presence of buried utilities and hazardous
materials on the project site, prior to জeldwork, and
agrees to reimburse Verdantas for all costs related to
unanticipated discovery of utilities and/or hazardous
materials. Client is also responsible for providing safe and legal access to the project site for all Verdantas জeld personnel.
Earth Material Samples: Quoted testing unit rates are for soil and/or rock (earth) samples free of hazardous
materials. Additional costs will accrue beyond these
standard testing unit rates for handling, testing and/
or disposing of soil and/or rock containing hazardous
materials. Hazardous materials will be returned to the
site or the site owner’s designated representative at
additional cost not included in listed unit rates. Standard turn-around time for geotechnical-laboratory test results is 10 working days. Samples will be stored for 2 months following completion of assigned tests, aʲer which they will be discarded. Prior documented notiজcation is
required if samples need to be stored for a longer time. A monthly storage fee of $15 per bag and $6 per sleeve or tube will be applied. Quoted unit rates are only for earth materials sampled in California. There may be additional cost for handling imported samples.
Construction Material Samples: Aʲer all designated
breaks for a given sample set meet speciজed compressive at design age or other client-designated strength, all
“hold” cylinders or specimens will be automatically
disposed of, unless speciজed in writing prior to the 28- day break. Unless speciজcally requested otherwise, all
other construction materials will be disposed of aʲer
completion of testing and reporting.
Fee 202ē - V www.verdantas.com Page 4 of 4
FEE SCHEDULE
681