alea-institute/kl3m-data-sample-004-shuffled huggingface dataset:
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#           Modeling White Sucker (Catostomus commersonii) populations to assess commercial harvest influence on age structure      

      November 28, 2018    

Commercial harvest of White Suckers Catostomus commersonii for bait in the American Lobster Homarus americanus industry is minimally regulated in Maine and there are concerns as to the influence of increasing harvest. We built a population model using parameters (i.e. age-specific mortality, age at maturity, and size-specific fecundity) from literature and field studies to investigate the theoretical effects of harvest mortality on age structure. Because stock-recruitment relations are poorly characterized for this species, we explored the influence of both Beverton-Holt and Ricker recruitment processes. Our base model closely resembled the empirical age structures reported from three unfished lakes in Maine, with four percent of fish in the modeled spawning run being age-10 or older. We assessed the additive effects of harvest mortality on age structure using the full range of possible mortalities. As expected, increased harvest mortality in the model resulted in a decline and disappearance of older age-classes such that few fish greater than age-10 remained in the population under a realistic harvest mortality scenario. This age-truncation was qualitatively comparable to data from aggregate age distributions reported from three commercially harvested lakes in Maine. Because the loss of older fish may compromise population viability, this model is a valuable guidance tool for managers to craft regulation of this growing fishery.

## Citation Information

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####               Cooperative Research Units Program          

12201 Sunrise Valley DrReston, VA20192United States

(703) 648 - 4260

(703) 648 - 4269

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                  - maine

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#           Sea-floor geology in central Rhode Island Sound south of Sakonnet Point, Rhode Island      

      August 7, 2012    

The U.S. Geological Survey (USGS) and the National Oceanic and Atmospheric Administration (NOAA) are working together to study the sea floor along the northeastern coast of the United States. NOAA collected multibeam-echosounder data during hydrographic survey H11995 in a 63-square-kilometer area in central Rhode Island Sound, south of Sakonnet Point, Rhode Island. The USGS collected sediment samples, bottom video, and still photographs from 27 stations in this study area to verify an interpretation of the bathymetric data. Collected data are used to map areas of scour depressions and erosional outliers, megaripples, boulders, and relatively undisturbed modern marine sediments. In general, much of the eastern part of the study area, a submerged segment of the Harbor Hill-Roanoke Point-Charlestown-Buzzards Bay moraine, is bouldery. Bottom photography shows boulders are generally encrusted with hydrozoans, algae, and anemone. Scour depressions, presumably formed by long-period storm waves, and erosional outliers of Holocene sediments dominate the western part of the study area and several large areas in the east. The scour depressions tend to have coarser grained sediment than intervening erosional outliers. The coarseness likely creates turbulence in the water over these areas, which prevents fine-grained sediment deposition. Several small areas of megaripples are visible in the bathymetry data in the west. Other sandy areas are typically rippled, with burrows, worm tubes, and starfish present.

## Citation Information

### Contact

#### Woods Hole Coastal and Marine Science Center

384 Woods Hole Rd.Woods Hole, MA02543United States

508-548-8700

508-457-2310

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#           Reconnaissance of chemical quality of surface water and fluvial sediment in the Price River Basin, Utah      

      January 1, 1972    

View Document

This report on the quality of surface water in the Price River basin was prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights. The primary purpose of the reconnaissance on which this report is based was to obtain information about (1) the general chemical characteristics of surface water throughout the basin, (2) the effect of the natural environment and of present water use on these chemical characteristics, and (3) general characteristics of the sediment discharge of selected streams in the basin. A secondary objective was the definition of specific problem areas or reaches in which marked deterioration in water quality was evident.

## Citation Information

### Contact

####               Salt Lake City Main Office          

2329 West Orton CircleWest Valley City, UT84119-2047United States

doleary@usgs.gov

(801) 908-5014

(801) 908-5001

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**Exhibit
      32.1**




**CERTIFICATION
      PURSUANT TO**


**18
      U.S.C. SECTION 1350,**


**AS
      ADOPTED PURSUANT TO**


**SECTION
      906 OF THE SARBANES-OXLEY ACT OF 2002**




In
      connection with the Annual Report of Ventiv Health, Inc. (the “Company”) on Form
      10-K for the annual period ending December 31, 2005 as filed with the Securities
      and Exchange Commission on the date hereof (the “Report”), I, Eran Broshy, Chief
      Executive Officer of Ventiv, certify, pursuant to 18 U.S.C. Section 1350, as
      adopted pursuant to Section 906 of the Sarbanes-Oxley Act of 2002 and to the
      best of my knowledge and belief, that:




(1)  The
      Report fully complies with the requirements of section 13 (a) or 15 (d) of
      the
      Securities Exchange Act of 1934 (16 U.S.C. 78m or 78o(d)); and




(2)  The
      information contained in the Report fairly presents, in all material respects,
      the financial condition and results of operations of Ventiv.




Date: March
              15, 2006
            By:
            /s/ Eran
              BroshyEran BroshyChief
              Executive Officer






A
      signed
      original of this written statement required by Section 906 has been provided
      to
      Ventiv Health, Inc. and will be retained by Ventiv Health, Inc. and furnished
      to
      the Securities and Exchange Commission or its staff upon
      request.
## Breadcrumb

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#           Small-scale features in the Earth's magnetic field observed by Magsat.      

      January 1, 1984    

A spherical harmonic expansion to degree and order 29 is derived using a selected magnetically quiet sample of Magsat data. Global maps representing the contribution due to terms of the expansion above n = 13 at 400 km altitude are compared with previously published residual anomaly maps and shown to be similar, even in polar regions. An expansion with such a high degree and order displays all but the sharpest features seen by the satellite and gives a more consistent picture of the high-order field structure at a constant altitude than do component maps derived independently. -Authors

## Citation Information
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#           Magnitude and frequency of flooding on the Myakka River, Southwest Florida      

      January 1, 1978    

View Document

Myakka River is a coastal stream that drains approximately 550 square miles in southwest Florida. Under natural conditions, Tatum Sawgrass, a large depression, served as a flood overflow area for the upper part of the Myakka River basin. A recently constructed (1974) dike system across the lower part of Tatum Sawgrass has reduced previously available storage, thereby affecting downstream flooding. 

An evaluation of the effects of Tatum Sawgrass dikes on flooding indi-cates that flood-peak discharges and flood heights having recurrence inter-vals of up to 25 years are increased. As a result, about 1,200 additional acres along Myakka River main stem may be inundated during 2-year flood conditions. Maximum effects include a 19 percent increase in flood-peak discharge at State Road 780 and a 0.8 foot increase in flood height near the downstream end of the study reach. 

Floods having recurrence intervals of 50 years or greater will over-top dikes and the storage capacity of Tatum Sawgrass will revert to natural condition capacity. 

As part of the evaluation, diked condition flood profiles, having recurrence intervals of 2, 5, 10, 25, 50, 100, 200, and 500 years were determined for the nontidal part of a 45-mile reach of Myakka River main stem, Clay Gully, and Blackburn Canal. These data indicate that Clay Gully flood water will overflow embankments at State Road 780 during the 2-year flood and will overflow the bridge on State Road 780 during the 25-year flood. Myakka River flood water will overflow embankments at State Road 72 and Border Road during 100-year flood conditions and at State Road 780 during 500-year conditions. 

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Michigan Supreme Court

Lansing, Michigan

Robert P. Young, Jr., Chief Justice

Michael F. Cavanagh

Stephen J. Markman

Mary Beth Kelly

Brian K. Zahra

Bridget M. McCormack

David F. Viviano, 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.

 February 28, 2014

p0224

Order 

Clerk

February 28, 2014

148028

PEOPLE OF THE STATE OF MICHIGAN,

Plaintiff-Appellee,

v SC: 148028

COA: 317689

Muskegon CC: 02-047915-FC

SANDY SEAN HOLT, JR.,

Defendant-Appellant. 

_________________________________________/

On order of the Court, the application for leave to appeal the October 24, 2013 

order of the Court of Appeals is considered, and it is DENIED, because the defendant has 

failed to meet the burden of establishing entitlement to relief under MCR 6.508(D).
IN THE UNITED STATES BANKRUPTCY COURT

FOR THE SOUTHERN DISTRICT OF FLORIDA

MIAMI DIVISION

In re:

JUAN JOSE PEREZ MIER CASE NO. 20-13622-RAM

AKA JUAN PEREZ MIER CHAPTER 13

AKA JUAN J PEREZ MIER

AKA JUAN JOSE PEREZ

AKA JUAN PEREZ

AKA JUAN J PEREZ

Debtor.

_______________________________/

RESPONSE TO DEBTOR’S MOTION TO VALUE AND 

DETERMINE SECURED STATUS OF LIEN ON PERSONAL PROPERTY

Creditor, Nissan Motor Acceptance Corporation, responds to Debtor’s Motion to 

Determine Secured Status of Lien on Personal Property (Doc. No. 17) (“Debtor’s Motion”) and 

states:

1. Creditor is the lienholder on the title to the following vehicle:

2016 Nissan Rogue 2WD; 

VIN: KNMAT2MTXGP639449 (“Vehicle”)

2. Creditor filed Proof of Claim 3-1 in the total amount of $17,599.15. 

3. Debtor’s Motion proposes to value Creditor’s secured claim on the Vehicle to 

10,000.13, pursuant to 11 U.S.C. §506. 

4. Creditor believes the replacement value of the Vehicle is higher than stated in the 

Plan, specifically $13,725.00, pursuant to the N.A.D.A. Official Used Car Guide attached hereto 

as Exhibit “A” and the Court’s reasoning in In re Hauser, 405 BR 684 (Bankr. S.D. Fla. 2009) 

(Olson, J.) and In re Ortiz, 2007 WL 1176019 (Bankr. S.D. Fla. 2007) (Ray, J.).

5. Notwithstanding the above, if an agreement cannot be reached amicably between 

the parties as to the value of the Vehicle, Creditor will conduct an appraisal of the Vehicle prior to 

an evidentiary hearing on Debtor’s Motion.

Case 20-13622-RAM Doc 21 Filed 05/06/20 Page 1 of 2
WHEREFORE, Creditor, respectfully requests the Court deny Debtor’s Motion and for 

such other and further relief as the Court deems appropriate.

/s/ Gavin N. Stewart

Gavin N. Stewart, Esquire

Florida Bar Number 52899

P.O. Box 5703

Clearwater, FL 33758

P: (727) 565-2653

F: (727) 213-9022

E: bk@stewartlegalgroup.com

Counsel for Creditor

CERTIFICATE OF SERVICE

I certify that a true and correct copy of the foregoing was served via CM/ECF notice and 

first-class mail to the parties below this 6th day of May 2020. 

/s/ Gavin N. Stewart

Gavin N. Stewart, Esquire

VIA FIRST CLASS MAIL

Juan Jose Perez Mier 

97 E 47 Street 

Hialeah, FL 33013 

VIA CM/ECF NOTICE 

Robert Sanchez, Esq 

355 W 49 St. 

Hialeah, FL 33012 

Nancy K. Neidich 

POB 279806 

Miramar, FL 33027 

U.S. Trustee

Office of the US Trustee 

51 S.W. 1st Ave. 

Suite 1204 

Miami, FL 33130

Case 20-13622-RAM Doc 21 Filed 05/06/20 Page 2 of 2
## Breadcrumb

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#           Summary of basin and flood characteristics for unregulated basins in New Mexico      

      January 1, 1981    

View Document

Selected basin characteristics, flood characteristics, flood statistics, and peak flows are summarized for 277 unregulated basins in New Mexico and adjacent areas of conterminous states. Station descriptions are included in the peak flow listing.

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                  - new mexico

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Exhibit 10.17 Amendment to Independent Contractor Agreement






    
AMENDMENT TO INDEPENDENT CONTRACTOR AGREEMENT


On May 3, 2010, Black Hills Corporation, Inc. (“Company”) and Lone Mountain Investments, Inc. (“Contractor”) entered into an Independent Contractor Agreement (the “Agreement”), pursuant to which Contractor agreed to provide certain Services in support of Company's subsidiary, Black Hills Exploration and Production, Inc. The Agreement was set to expire according to its original terms on July 31, 2011, and was extended by mutual agreement of the parties through December 31, 2011, in order to complete the provision of Services. The parties now agree that the Services will require further engagement of Contractor, beyond the initial extension date, to provide transition consulting to the new Vice President and General Manager. Therefore, it is hereby agreed as follows:  
		
	1.
	The term of the Agreement as stated in Article 3 (Agreement Expiration) is extended in order to permit the performance of Services up to or until January 31, 2012. In the event that Services are satisfactorily completed prior to that date, this Agreement may be terminated pursuant to the provisions of Article 4. 




		
	2.
	This Amendment to the Agreement sets forth the only alterations intended by the parties and constitutes their entire understanding and agreement. Subject to the terms of this Amendment, the Agreement remains in full force and effect and the terms thereof may not be waived, altered or further modified without the written agreement of the parties.




IN WITNESS WHEREOF the parties hereto have executed this Amendment to Independent Contractor Agreement, this 6th day of December, 2011.


BLACK HILLS CORPORATION                                




By:  /s/ David R. Emery 
Name:  David R. Emery                                        
Title:    Chairman, President and CEO


 
LONE MOUNTAIN INVESTMENTS, INC.




By:   /s/ John B. Vering
Name:  John B. Vering
Title:    Managing Director Lone Mountain Investments, Inc.
4/3/13 page of



### INITIAL REVIEW EXPOSURE REPORT (IRExR)

Chemical ID: P-13-0346 Reviewer: Kwon/SS

Results Table: Dose, Concentration, and Days Exceeded Results Summary

Exposure Scenario 1 Water Landfill Stack Air Fugitive Air Drinking Water Fish Ingestion
ADR LADD ADR LADD 7Q10 4
CC = 1 PDM Days Exceede d LADD ADR LADD ADR LADD

Release activity(ies) 2 ; exposure calculation(s) 3 mg/kg/day mg/kg/day mg/kg/day mg/kg/day μg/l # Days mg/kg/day mg/kg/day mg/kg/day mg/kg/day mg/kg/day

PROC: max acute

eco --- --- --- --- 7.70E+00 --- --- --- --- --- ---

1 Exposure scenario titles consist of release activ ity followed by exposure calculation abbreviation. 2 Release activities are from engineering repor t's Manufacturing (Mfg), Processing (Proc) and Use release activity labels.Multipl e release activities are combined in one exposure scenar io if their releases occur at same location. 3 Exposure calculations are Acute Dose Rate (ADR), Lifetime Average Daily Dose (LADD) , and Probabilistic Dilution Model (PDM). There may be one, two, or all three exposure calculations per e xposure scenario.CC is the aquatic concentration of concern. 4 This column displays concentration values for the 7Q10 streamflow, which is defined as the average daily streamflow of the sev en consecutive days of lowest flow within a ten year period.

Remarks:4/3/13 page of

INITIAL REVIEW EXPOSURE REPORT

Chemical ID: P-13-0346 Assessor: Kwon/SS

ENVIRONMENTAL RELEASES

Scenario#:1 Number of Release Sites: Release Activity: PROC: Max ADR
Release Description: WATER LANDFILL Non-sludge/Sludge STACK FUGITIVE

Total Releases: (kg/yr) (kg/yr) (kg/yr) (kg/yr)

Non-sludge/Sludge Release Days/yr:

Per Site Release: (kg/site/day) (kg/site/day) (kg/site/day) (kg/site/day)

Remarks:4/3/13 page of

INITIAL REVIEW EX POSURE REPORT

Chemical ID: P-13-0346

SIC-CODE BASED HUMAN AND AQUATIC EXPOSURES TO SURFACE WATER RELEASES

SCENARIO #: 1 Number of Site s: RELEASE ACTIVITY:PROC: Max ADR

SIC-CODE DESCRIPTION: SIC-CODE (S): EXPOSED POPULATION: Adult

WWT REMOVAL (%) RELEASE DAYS PRETREATMENT RELEASE (kg/site/day) POSTTREATMENT RELEASE (kg/site/day) DWT (%) BCF (L/kg)

0.00 2980.00

AQUATIC EXPOSURE ESTIMATES - SURFACE WATER

PLANT TYPE % ILE FACILITY STREAM FLOW (MLD) STREAM CONC. ( μ g/l)

Harmonic

Mean 30Q5 7Q10 1Q10 Harmonic Mean 30Q5 7Q10 1Q10

ALL 50 0.19 0.55 0.94 1.06

ALL 10 1.69 3.38 7.70 6.82

DRINKING WATER AND FISH IN GESTION EXPOSURE ESTIMATES

Exposure Units Drinking Water Results Drinking Water Units Fish Ingestion Results Fish Ingestion

Units 50% 10% 50% 10%

Cancer

LADD pot 4.13E-08 3.61E-07 mg/kg/day 5.28E-07 4.61E-06 mg/kg/day

LADC pot 2.12E-06 1.85E-05 mg/L 6.31E-03 5.52E-02 mg/kg

Acute

ADR pot 4.61E-05 2.83E-04 mg/kg/day 1.04E-03 9.05E-03 mg/kg/day

SIC Code Comments:4/3/13 page of4/3/13 page of4/3/13 page of4/3/13 page of4/3/13 page of4/3/13 page of4/3/13 page of4/3/13 page of
Abatement Order filed July 10, 2014. 

In The

Fourteenth Court of Appeals

____________

NO. 14-14-00451-CR

____________

JOSHUA BULLOCK, Appellant

V.

THE STATE OF TEXAS, Appellee

On Appeal from the 230th District Court

Harris County, Texas

Trial Court Cause No. 1399389

ABATEMENT ORDER

Appellant entered a guilty plea without an agreed recommendation on punishment 

to aggravated robbery with a deadly weapon. Appellant filed a pro se notice of appeal. 

The reporter’s record has not been filed in this appeal. The court reporter has informed 

the court that appellant has not paid or made arrangements to pay for preparation of the 

reporter’s record. See Tex. R. App. P. 37.3(c)(2)(A). It is unclear whether appellant’s trial 

counsel, Thomas Lewis, continues to represent him. This court is also unaware whether 

appellant is entitled to proceed without the payment of costs. See Tex. R. App. P.

37.3(c)(2)(B). Accordingly, we enter the following order. See Tex. R. App. P. 35.3(c).
We ORDER the judge of the 230th District Court to immediately conduct a 

hearing at which appellant, appellant’s counsel, if any, and counsel for the State shall 

participate, either in person or by video teleconference, to determine whether appellant 

desires to prosecute his appeal, and, if so, whether appellant is indigent and, thus entitled 

to a free record and appointed counsel on appeal. The judge may appoint appellate 

counsel for appellant if necessary. The judge shall see that a record of the hearing is 

made, shall make findings of fact and conclusions of law, and shall order the trial clerk to 

forward a record of the hearing and a supplemental clerk’s record containing the findings 

and conclusions. The transcribed record of the hearing, the court’s findings and 

conclusions, any order appointing counsel, and a videotape or compact disc, if any, 

containing a recording of the video teleconference shall be filed with the clerk of this 

court on or before August 8, 2014.

The appeal is abated, treated as a closed case, and removed from this court’s active 

docket. The appeal will be reinstated on this court’s active docket when the trial court’s 

findings and recommendations are filed in this court. The court will also consider an 

appropriate motion to reinstate the appeal filed by either party, or the court may reinstate 

the appeal on its own motion. 

It is so ORDERED.

PER CURIAM
# L_2005171EN.01002701.xml

| 2.7.2005 | EN | Official Journal of the European Union | L 171/27 |
| --- | --- | --- | --- |

2.7.2005

EN

Official Journal of the European Union

L 171/27

---

COUNCIL DECISION

of 24 June 2005

appointing an alternate member of the Committee of the Regions

(2005/479/EC)

THE COUNCIL OF THE EUROPEAN UNION,

Having regard to the Treaty establishing the European Community, and in particular Article 263 thereof,

Having regard to the proposal from the United Kingdom Government,

Whereas:

| (1) | On 22 January 2002 the Council adopted Decision 2002/60/EC (1) appointing the members and alternate members of the Committee of the Regions for the period 26 January 2002 to 25 January 2006. |
| --- | --- |

(1)

On 22 January 2002 the Council adopted Decision 2002/60/EC (1) appointing the members and alternate members of the Committee of the Regions for the period 26 January 2002 to 25 January 2006.

| (2) | A seat as an alternate member of the Committee of the Regions has become vacant following the death of Ms Ruth BAGNALL, |
| --- | --- |

(2)

A seat as an alternate member of the Committee of the Regions has become vacant following the death of Ms Ruth BAGNALL,

HAS DECIDED AS FOLLOWS:

Article 1

Ms Sharon TAYLOR

Member of the East of England Regional Assembly

(Stevenage Borough Council)

is hereby appointed an alternate member of the Committee of the Regions in place of Ms Ruth BAGNALL for the remainder of her term of office, which runs until 25 January 2006.

Article 2

This Decision shall be published in the Official Journal of the European Union.

It shall take effect on the date of its adoption.

Done at Luxembourg, 24 June 2005.

For the Council

The President

L. LUX

---

(1)  
  OJ L 24, 26.1.2002, p. 38.

1

---
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#           Seismic analysis of the 2020 Magna, Utah, earthquake sequence: Evidence for a listric Wasatch fault      

      September 10, 2020    

The 18 March 2020 Mw 5.7 Magna earthquake near Salt Lake City, Utah, offers a rare glimpse into the subsurface geometry of the Wasatch fault system—one of the world's longest active normal faults and a major source of seismic hazard in northern Utah. We analyze the Magna earthquake sequence and resolve oblique-normal slip on a shallow (30–35°) west-dipping fault at ~9- to 12-km depth. Combined with near-surface geological observations of steep dip (~70°), our results support a curved, or listric, fault shape. High-precision aftershock locations show the activation of multiple, low-angle (<30–35°) structures, indicating the existence of a complicated fault system. Our observations constrain the deep structure of the Wasatch fault system and suggest that ground shaking in the Salt Lake City region in future Wasatch fault earthquakes may be higher than previously estimated.

## Citation Information

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                  -              Connect           

#### Christopher B DuRoss

##### Research Geologist

Earthquake Hazards Program

cduross@usgs.gov

303-273-8544

## Related Content

#### Christopher B DuRoss

##### Research Geologist

Earthquake Hazards Program

cduross@usgs.gov

303-273-8544

### Study Area

### Contact

#### Geologic Hazards Science Center

1711 Illinois St.Golden, CO80401United States

303-273-8500

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                  - Utah

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