alea-institute/kl3m-data-sample-004-shuffled huggingface dataset:
**Exhibit 31.2**

 

**CERTIFICATION OF**

**CHIEF FINANCIAL OFFICER**

**TIPPINGPOINT TECHNOLOGIES, INC.**

 

I, Adam Chibib, certify that: 

 

1. I have reviewed this quarterly report on Form 10-Q of TippingPoint Technologies, Inc.; 

 

2. Based on my knowledge, this quarterly report does not contain any untrue statement of a material fact or omit to state amaterial fact necessary to make the statements made, in light of the circumstances under which such statements were made, not misleading with respect to the period covered by this quarterly report; 

 

3. Based on my knowledge, the financial statements, and other financialinformation included in this quarterly report, fairly present in all material respects the financial condition, results of operations and cash flows of the registrant as of, and for, the periods presented in this quarterly report; 

 

4. The registrant’s other certifying officer and I are responsible forestablishing and maintaining disclosure controls and procedures (as defined in Exchange Act Rules 13a-15(e) and 15d-15(e)) for the registrant and have: 

 

(a) designed such disclosure controls and procedures to ensure that material information relating to the registrant, including its consolidatedsubsidiaries, is made known to us by others within those entities, particularly during the period in which this quarterly report is being prepared; 

 

(b) evaluated the effectiveness of the registrant’s disclosure controls and procedures and presented in this quarterly report our conclusions aboutthe effectiveness of the disclosure controls and procedures, as of the end of the period covered by this quarterly report based on such evaluation; and 

 

(c) disclosed in this quarterly report any change in the registrant’s internal control over financial reporting that occurred during theregistrant’s most recent fiscal quarter that has materially affected, or is reasonably likely to materially affect, the registrant’s internal control over financial reporting; and 

 

5. The registrant’s other certifying officer and I have disclosed, basedon our most recent evaluation of internal control over financial reporting, to the registrant’s auditors and the audit committee of the registrant’s board of directors (or persons performing the equivalent function): 

 

(a) all significant deficiencies and material weaknesses in the design oroperation of internal control over financial reporting which are reasonably likely to adversely affect the registrant’s ability to record, process, summarize and report financial information; and 

 

(b) any fraud, whether or not material, that involves management or otheremployees who have a significant role in the registrant’s internal controls. 

 

Date: June 1, 2004
Albert COOPER Jr., Appellant, v. The STATE of Florida, Appellee.

No. 3D17-1270

District Court of Appeal of Florida, Third District.

Opinion filed May 9, 2018

**DECISION WITHOUT PUBLISHED OPINION**

Affirmed.
## Breadcrumb

-  Publications 
-  Articles 

#           Segmentation of plate coupling, fate of subduction fluids, and modes of arc magmatism in Cascadia, inferred from magnetotelluric resistivity      

      January 1, 2014    

Five magnetotelluric (MT) profiles have been acquired across the Cascadia subduction system and transformed using 2-D and 3-D nonlinear inversion to yield electrical resistivity cross sections to depths of ∼200 km. Distinct changes in plate coupling, subduction fluid evolution, and modes of arc magmatism along the length of Cascadia are clearly expressed in the resistivity structure. Relatively high resistivities under the coasts of northern and southern Cascadia correlate with elevated degrees of inferred plate locking, and suggest fluid- and sediment-deficient conditions. In contrast, the north-central Oregon coastal structure is quite conductive from the plate interface to shallow depths offshore, correlating with poor plate locking and the possible presence of subducted sediments. Low-resistivity fluidized zones develop at slab depths of 35–40 km starting ∼100 km west of the arc on all profiles, and are interpreted to represent prograde metamorphic fluid release from the subducting slab. The fluids rise to forearc Moho levels, and sometimes shallower, as the arc is approached. The zones begin close to clusters of low-frequency earthquakes, suggesting fluid controls on the transition to steady sliding. Under the northern and southern Cascadia arc segments, low upper mantle resistivities are consistent with flux melting above the slab plus possible deep convective backarc upwelling toward the arc. In central Cascadia, extensional deformation is interpreted to segregate upper mantle melts leading to underplating and low resistivities at Moho to lower crustal levels below the arc and nearby backarc. The low- to high-temperature mantle wedge transition lies slightly trenchward of the arc.

## Citation Information

## Related Content

                  -              Connect           

#### Paul A Bedrosian

##### Research Geophysicist

Geology, Geophysics, and Geochemistry Science Center

pbedrosian@usgs.gov

303-236-4834

## Related Content

#### Paul A Bedrosian

##### Research Geophysicist

Geology, Geophysics, and Geochemistry Science Center

pbedrosian@usgs.gov

303-236-4834

### Study Area

### Contact

#### Geology, Geophysics, and Geochemistry Science Center

West 6th Avenue and Kipling StreetDenver Federal Center Building 20Denver, CO80225United States

303-236-1800

303-236-3200

### Explore Search

                  - United States

View All **
## Breadcrumb

-  Publications 
-  Reports 

#           Peak streamflow trends and their relation to changes in climate in Illinois, Iowa, Michigan, Minnesota, Missouri, Montana, North Dakota, South Dakota, and Wisconsin      

      January 25, 2024    

View Abstract

Flood-frequency analysis, also called peak-flow frequency or flood-flow frequency analysis, is essential to water resources management applications including critical structure design and floodplain mapping. Federal guidelines for doing flood-frequency analyses are presented in a U.S. Geological Survey Techniques and Methods report known as Bulletin 17C. A basic assumption within Bulletin 17C is that for drainage basins without major hydrologic alterations, statistical properties of the distribution of annual peak streamflows (peak flows) are stationary; that is, the mean, variance, and skew are constant. The stationarity assumption has been widely accepted within the flood-frequency community; however, a better understanding of long-term climatic persistence and concerns about potential climate change and land-use change has caused a reexamination of the stationarity assumption. This work is part of that reexamination.

The stationarity assumption is a concern because flood-frequency analyses that do not incorporate observed trends and abrupt changes may result in a poor representation of the true flood risk. Bulletin 17C does not offer guidance for incorporating nonstationarities when estimating floods, and it describes a need for studies that incorporate changing climate or basin characteristics. In response to this need and a history of concern regarding nonstationarity peak flows in the region, this study was done to assess potential nonstationarity in peak flows in the north-central United States.

This report summarizes the methods used to detect hydroclimatic changes in peak-flow data in the study region. Four periods were selected for analysis of peak flow, daily streamflow, and climate data. The periods are (1) a 100-year period, 1921–2020; (2) a 75-year period, 1946–2020; (3) a 50-year period, 1971–2020; and (4) a 30-year period, 1991–2020. The starting point for these analyses was the initial data analysis of peak flow described in Bulletin 17C, which includes plotting the peak flow and checking for autocorrelation, monotonic trends, and changes points. Analyses were added to examine additional features in the data. Results are provided in a U.S. Geological Survey data release. The study limitations are documented for users of the results.

## Citation Information

### Contact

#### Dakota Water Science Center- Rapid City

1608 Mountain ViewRapid City, SD57702United States

(605) 394-3200

(605) 355-4523
```
[Federal Register Volume 61, Number 195 (Monday, October 7, 1996)]
[Corrections]
[Page 52497]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: X96-71007]

-----------------------------------------------------------------------

DEPARTMENT OF TRANSPORTATION

Coast Guard

46 CFR Parts 61, 190 and 197

[CGD 96-041]
RIN 2115-AF34

Technical Amendments; Organizational Changes; Miscellaneous 
Editorial Changes and Conforming Amendments

Correction

    In rule document 96-24834 beginning on page 50721 in the issue of 
Friday, September 27, 1996, make the following corrections:

Sec. 61.20-17  [Corrected]

    1. On page 50728 in the second column, in Sec. 61.20-17(f)(2), in 
the third line, ``(G-MCO)'' should read ``(G-MOC)''.

Sec. 190.01-3  [Corrected]

    2. On page 50735 in the second column, in Sec. 190.01-3(a), in the 
fifth line, ``office'' should read ``Office''.

Sec. 197.510  [Corrected]

    3. On page 50735 in the third column, in Sec. 197.510(a), in the 
sixth line ``(G-MOS)''should read ``(G-MSO)''.

BILLING CODE 1505-01-D
```
Exhibit 99.1

  Certification of Chief Executive Officer Pursuant to 18 U.S.C. Section 1350,
                   as Adopted Pursuant to Section 302 of the
                           Sarbanes-Oxley Act of 2002


Solely for the  purposes of  complying  with  Section 1,  U.S.C.,  1950,  I, the
undersigned  Chairman  of the  Board  and  Chief  Executive  Officer  of  M.B.A.
Holdings,  Inc. (the "Company") hereby certify, based on my knowledge,  that the
Quarterly  Report on Form 10-Q of the Company for the quarter  ended January 31,
2005 (the "Report")  fully complies with the  requirements  of Section 13 (a) of
the Securities  Exchange Act of 1934 and that the  information  contained in the
Report fairly presents, in all material respects, the financial condition of the
Company.

Dated March 22, 2005


                                            By      /s/ Gaylen M. Brotherson
                                            ------------------------------------
                                            Gaylen M. Brotherson
                                            Chairman of the Board and
                                            Chief Executive Officer



                                       15
Michigan Supreme Court

Lansing, Michigan

Bridget M. McCormack, Chief Justice

David F. Viviano,

Chief Justice Pro Tem

Stephen J. Markman

Brian K. Zahra

Richard H. Bernstein

Elizabeth T. Clement

Megan K. Cavanagh,

Justices

I, Larry S. Royster, Clerk of the Michigan Supreme Court, certify that the

foregoing is a true and complete copy of the order entered at the direction of the Court.

 December 8, 2020

Order 

Clerk

December 8, 2020

162118-20(72)

SHELBY ROSE SOWLE, 

Plaintiff-Appellee, 

and 

HANGER PROSTHETICS AND ORTHOTICS,

INC., doing business as HANGER CLINIC,

Intervening Plaintiff-Appellee,

SC: 162118, 162119, 162120 

v COA: 346289, 347819, 348538

Ingham CC: 17-000035-NF 

ESURANCE INSURANCE COMPANY, 

Defendant-Appellant. 

_________________________________________/

On order of the Chief Justice, the motion of defendant-appellant to extend the time 

for filing its reply is GRANTED. The reply submitted on December 4, 2020, is accepted 

as timely filed.
## Breadcrumb

-  Publications 
-  Articles 

#           Size and mass of grit in gizzards of sandhill cranes, tundra swans, and mute swans      

      January 1, 2001    

Because it has been suggested that waterbirds may ingest lost or discarded lead fishing weights as grit, we examined grit in the gizzards of Sandhill Cranes (Grus canadensis), Tundra Swans (Cygnus columbianus), and Mute Swans (Cygnus olor), three species where individuals have been poisoned by the ingestion of lead fishing weights. The greatest proportion (by mass) of grit in gizzards of Sandhill Cranes consisted of particles with a minimum dimension of 2.36-4.75 mm. Grit particles in swans were much smaller, with the most prevalent (by mass) being 0.6-1.18 mm. The greatest dimension of the largest grit particle found in cranes and swans was 17.4 mm and 14.0 mm, respectively. The U.S. Environmental Protection Agency has proposed a ban on lead fishing weights of ≤25.4 mm in any dimension. Based on the size of grit particles that we found in gizzards of Sandhill Cranes, Mute Swans, and Tundra Swans, we believe it is unlikely that individuals of those species would ingest, as grit, lead fishing weights larger than 25.4 mm in any dimension.

## Citation Information

## Related Content

## Related Content

### Study Area

### Contact

####               National Wildlife Health Center          

6006 Schroeder RoadMadison, WI53711-6223United States

asknwhc@usgs.gov

608-270-2400

608-270-2415

### Explore Search

                  - United States
                  - Arizona
                  -  Maryland
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## Breadcrumb

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#           Pedestrian flow-path modeling to support tsunami evacuation and disaster relief planning in the U.S. Pacific Northwest      

      June 20, 2016    

Successful evacuations are critical to saving lives from future tsunamis. Pedestrian-evacuation modeling related to tsunami hazards primarily has focused on identifying areas and the number of people in these areas where successful evacuations are unlikely. Less attention has been paid to identifying evacuation pathways and population demand at assembly areas for at-risk individuals that may have sufficient time to evacuate. We use the neighboring coastal communities of Hoquiam, Aberdeen, and Cosmopolis (Washington, USA) and the local tsunami threat posed by Cascadia subduction zone earthquakes as a case study to explore the use of geospatial, least-cost-distance evacuation modeling for supporting evacuation outreach, response, and relief planning. We demonstrate an approach that uses geospatial evacuation modeling to (a) map the minimum pedestrian travel speeds to safety, the most efficient paths, and collective evacuation basins, (b) estimate the total number and demographic description of evacuees at predetermined assembly areas, and (c) determine which paths may be compromised due to earthquake-induced ground failure. Results suggest a wide range in the magnitude and type of evacuees at predetermined assembly areas and highlight parts of the communities with no readily accessible assembly area. Earthquake-induced ground failures could obstruct access to some assembly areas, cause evacuees to reroute to get to other assembly areas, and isolate some evacuees from relief personnel. Evacuation-modeling methods and results discussed here have implications and application to tsunami-evacuation outreach, training, response procedures, mitigation, and long-term land use planning to increase community resilience.

## Citation Information

## Related Content

                  -              Connect           

#### Nathan J Wood, Ph.D.

##### Supervisory Research Geographer

Western Geographic Science Center

nwood@usgs.gov

503-251-3291

#### Jeanne M Jones

##### Geographer

Western Geographic Science Center

jmjones@usgs.gov

650-439-2635

## Related Content

#### Nathan J Wood, Ph.D.

##### Supervisory Research Geographer

Western Geographic Science Center

nwood@usgs.gov

503-251-3291

#### Jeanne M Jones

##### Geographer

Western Geographic Science Center

jmjones@usgs.gov

650-439-2635

### Study Area

### Contact

#### Western Geographic Science Center - Main Office

350 N. Akron Rd.Moffett Field, CA94035United States

### Explore Search

                  - Natural Hazards
                  - United States
                  - Washington

View All **
Deloitte & Touche LLP
              100 Kimball Drive
              Parsippany,
      NJ  07054
              USA
              Tel:   (973)
      602-6000
              Fax:  (973)
      602-5050
              www.deloitte.com










CONSENT
OF INDEPENDENT REGISTERED PUBLIC ACCOUNTING FIRM






We
consent to the incorporation by reference in Registration Statement No.
333-90239, 333-117378, 333-120683 and 333-135691 on Form S-8 and Registration
Statement No. 333-132483 on Form S-3 of our report dated February 27, 2009
relating to the consolidated financial statements and financial statement
schedule of inVentiv Health Inc., and the effectiveness of inVentiv Health,
Inc.’s internal control over financial reporting, appearing in this Annual
Report on Form 10-K of inVentiv Health Inc. for the year ended December 31,
2008.













/s/ Deloitte & Touche LLP


Parsippany,
New Jersey


February
27, 2009
COURT OF APPEALS OF VIRGINIA 

Present: Judges Benton, Elder and Bumgardner 

Argued at Salem, Virginia 

BARRY WAYNE WICKER 

 MEMORANDUM OPINION* BY 

v. Record No. 0293-01-3 JUDGE RUDOLPH BUMGARDNER, III 

 DECEMBER 18, 2001 

COMMONWEALTH OF VIRGINIA 

FROM THE CIRCUIT COURT OF BOTETOURT COUNTY 

George E. Honts, III, Judge 

 James V. Doss, III, for appellant. 

 John H. McLees, Jr., Senior Assistant 

Attorney General (Randolph A. Beales, 

Attorney General, on brief), for appellee. 

 The trial court convicted Barry Wayne Wicker of reckless 

driving in violation of Code § 46.2-862.1 On appeal, he contends 

the trial court abused its discretion in sentencing him. For 

the following reasons, we affirm. 

 The defendant received a summons for driving a 

tractor-trailer 91 miles per hour. The defendant signed the 

summons promising to appear for trial, but he did not. By 

 

* Pursuant to Code § 17.1-413, this opinion is not 

designated for publication.

1

 Code "§ 46.2-862. Exceeding speed limit. — A person shall 

be guilty of reckless driving who drives a motor vehicle on the 

highways in the Commonwealth . . . in excess of eighty miles per 

hour regardless of the applicable maximum speed limit." 
counsel, the defendant entered a plea of not guilty and waived a 

jury. The Commonwealth waived imposition of a jail sentence so 

the trial could proceed in the defendant's absence, but it 

argued for a substantial fine and license suspension. The trial 

court found the defendant guilty, imposed a $1,000 fine, and 

suspended his license for nine months.2 

 On appeal, the defendant contends the trial court erred by 

imposing a punitive fine and an excessive license suspension 

because it could not impose a jail sentence. He also maintains 

the suspension improperly amounted to a forfeiture of his 

Pennsylvania commercial driver's license. The statement of 

facts fails to show that the defendant preserved these issues 

for appeal. It contains no record of the arguments presented at 

trial nor the objections made to the sentence imposed. "We 

cannot assume that appellant's objection and reasons were 

proffered but not made a part of the record." Lee v. Lee, 12 

Va. App. 512, 516, 404 S.E.2d 736, 738 (1991). We do not 

consider an objection not stated at trial. Rule 5A:18. 

 2

 The Commonwealth concedes the defendant's license could 

not be suspended for more than six months, Code § 46.2-393, and 

asks us to vacate the excess portion of the suspension. 

Wheeling v. City of Roanoke, 2 Va. App. 42, 43 n.1, 341 S.E.2d 

389, 389 n.1 (1986). 

- 2 -
We affirm the trial court but remand for it to vacate that 

portion of the license suspension in excess of the statutory 

maximum. 

 Affirmed and remanded in part.

- 3 -
# L_2004305EN.01004801.xml

| 1.10.2004 | EN | Official Journal of the European Union | L 305/48 |
| --- | --- | --- | --- |

1.10.2004

EN

Official Journal of the European Union

L 305/48

---

COMMISSION REGULATION (EC) No 1711/2004

of 30 September 2004

fixing the maximum export refund for skimmed milk powder in the framework of the standing invitation to tender provided for in Regulation (EC) No 582/2004

THE COMMISSION OF THE EUROPEAN COMMUNITIES,

Having regard to the Treaty establishing the European Community,

Having regard to Council Regulation (EC) No 1255/1999 of 17 May 1999 on the common organisation of the market in milk and milk products (1), and in particular the third subparagraph of Article 31(3) thereof,

Whereas:

| (1) | Commission Regulation (EC) No 582/2004 of 26 March 2004 opening a standing invitation to tender for export refunds for skimmed milk powder (2) provides for a permanent tender. |
| --- | --- |

(1)

Commission Regulation (EC) No 582/2004 of 26 March 2004 opening a standing invitation to tender for export refunds for skimmed milk powder (2) provides for a permanent tender.

| (2) | Pursuant to Article 5 of Commission Regulation (EC) No 580/2004 of 26 March 2004 establishing a tender procedure concerning export refunds for certain milk products (3) and following an examination of the tenders submitted in response to the invitation to tender, it is appropriate to fix a maximum export refund for the tendering period ending on 29 September 2004. |
| --- | --- |

(2)

Pursuant to Article 5 of Commission Regulation (EC) No 580/2004 of 26 March 2004 establishing a tender procedure concerning export refunds for certain milk products (3) and following an examination of the tenders submitted in response to the invitation to tender, it is appropriate to fix a maximum export refund for the tendering period ending on 29 September 2004.

| (3) | The measures provided for in this Regulation are in accordance with the opinion of the Management Committee for Milk and Milk Products, |
| --- | --- |

(3)

The measures provided for in this Regulation are in accordance with the opinion of the Management Committee for Milk and Milk Products,

HAS ADOPTED THIS REGULATION:

Article 1

For the permanent tender opened by Regulation (EC) No 582/2004, for the tendering period ending on 29 September 2004, the maximum amount of refund for the product and destinations referred to in Article 1(1) of that Regulation shall be 33,00 EUR/100 kg.

Article 2

This Regulation shall enter into force on 1 October 2004.

This Regulation shall be binding in its entirety and directly applicable in all Member States.

Done at Brussels, 30 September 2004.

For the Commission

Franz FISCHLER

Member of the Commission

---

(1)  
  OJ L 160, 26.6.1999, p. 48. Regulation as last amended by Commission Regulation (EC) No 186/2004 (OJ L 29, 3.2.2004, p. 6).

1

(2)  
  OJ L 90, 27.3.2004, p. 67.

2

(3)  
  OJ L 90, 27.3.2004, p. 58.

3

---