Exhibit_A4_CORRECTIONS_FACILITY_REPORT.pdf.crdownload

Minnesota Correction Facility Roof Evaluation

2305 Minnesota Boulevard Southeast Saint Cloud, MN 56304

Client File: PK-24-00009 Haag File: 05230396MN-1791/504

Sedgwick - Minnesota 11000 Prairie Lakes Drive

Eden Prairie, MN 55344

Attention: Patrick McDevitt

November 7, 2023

This document has been electronically signed and/or sealed in accordance with the applicable State Board of Professional Engineering requirements.

This document has been electronically signed and/or sealed in accordance with the applicable State Board of Professional Engineering requirements.

Nov 7, 2023 https://haagglobal.na1.echosign.com/verifier?tx=CBJCHBCAABAA6YNw8Ose1Dh9TXr1iJ0ss85peh0ZMwOB

1410 Lakeside Pkwy, #100 800.527.0168

Flower Mound, TX 75028 214.614.6500

HaagEngineering.com 214.614.6501 fax

Forensic Engineers & Consultants Since 1924

November 7, 2023

Sedgwick - Minnesota 11000 Prairie Lakes Drive Eden Prairie, MN 55344 Attention: Patrick McDevitt

Re: Minnesota Correction Facility Roof Evaluation 2305 Minnesota Boulevard Southeast Saint Cloud, MN 56304 Client File: PK-24-00009 Haag File: 05230396MN-1791/504

Complying with your request, we inspected the roof coverings at the Minnesota Correctional Facility to determine the extent of damage due to wind. Our procedures have included an on-site inspection and review of weather data. Our inspection was conducted on September 19, 2023.

This engineering report has been written for your sole use and purpose, and only you have the authority to distribute this report to any other person, firm, or corporation. Haag Engineering Co.

and its agents and employees do not have and do disclaim any contractual relationship with, or duty or obligation to, any party other than the addressee of this report and the principals for whom the addressee is acting. Only the engineers who signed this document have the authority to change its contents and then only in writing to you. This report addresses the results of work completed to date. Should additional information become available, we reserve the right to amend, as warranted, any of our conclusions.

Description

The Minnesota Correction Facility is a government facility with multiple structures. The scope of our inspection included the inspection of certain buildings on the property. The inspected buildings have been denoted as Areas 1-33, Administrative Building, Tower 1, and Tower 2 according to the attached site plan. We accessed the Administrative Building and Area 7 roofs. Other roofs were inspected with an unmanned aerial vehicle (UAV). Refer to Attachment A – Site Plan.

Roof surfaces at the property varied. Gable- and hip-framed roofs were generally surfaced with either laminated, three-tab or designer, glass fiber-reinforced asphalt composition shingles, organic three-tab shingles, or metal panels. Flat roofs were generally surfaced with black-colored EPDM or white-colored thermoplastic single-ply membrane or were built-up roof membranes which had been covered with aggregate. The flat roof on Area 13 also had a portion of the roof

Sedgwick - Minnesota Page 2 Minnesota Correction Facility November 7, 2023 Saint Cloud, MN 56304 Haag File: 05230396MN-1791/504 surfaced with steel flat-seamed metal panels. Towers 1 and 2 had similar panels which were fastened to a sloped wood substructure. The roof shape and roof type at each area are summarized in Table 1 below.

Table 1: Roof Type

Location Roof Shape Roof Type

Area 1 Gable- and hip-framed with a flat roof section

Three-tab shingles w/ EPDM single-ply membrane section

Area 2 Gable-framed Three-tab shingles w/ EPDM d single-ply membrane section

Area 3 Flat EPDM ed single-ply membrane Area 4 Gable-framed Three-tab shingles

Area 5 Gable- and hip-framed Three-tab shingles w/ EPDM single-ply membrane section

Area 6 Gable- and hip-framed Designer shingles w/ EPDM single-ply membrane section

Area 7 Flat Built-up roof covered with gravel and EPDM single-ply membrane

Area 8 Gable- and hip-framed Designer shingles Area 9 Flat Built-up roof covered with gravel

Area 10 Flat Built-up roof covered with gravel Area 11 Flat Built-up roof covered with gravel Area 12 Flat Built-up roof covered with gravel

Area 13 Gable-framed with flat roof sections

Organic three-tab shingles, steel flat-seam panels, and built-up roof covered with gravel

Area 14 Gable- and hip-framed Laminated shingles Area 15 Gable-framed Metal panels Area 16 Flat White-colored thermoplastic single-ply membrane Area 17 Flat Built-up roof covered with gravel Area 18 Flat Built-up roof covered with gravel Area 19 Flat Built-up roof covered with gravel

Area 20 Flat Built-up roof covered with gravel and EPDM single-ply membrane

Area 21 Flat w/ towers Built-up roof covered with gravel. Towers surfaced w/ three-tab shingles and metal panels

Area 22 Gable-framed Metal panels

Area 23 Gable-framed with flat roof section Metal panels and EPDM single-ply membrane

Area 24 Gable-framed Laminated shingles Area 25 Flat Built-up roof covered with gravel Area 26 Flat Built-up roof covered with gravel

Sedgwick - Minnesota Page 3

Area 27 Gable-framed Metal panels Area 28 Gambrel roof Organic three-tab shingles Area 29 Gable-framed Metal panels Area 30 Gable-framed Metal panels Area 31 Arched roof Metal panels Area 32 Arched roof Metal panels Area 33 Arched roof Metal panels

Administratio n Building Gable- and hip-framed Three-tab shingles

Background

We met with Mr. Jeremy Black with the corrections facility and Mr. Scott Johnson with the State of Minnesota at the time of our inspection. Mr. Black and Mr. Johnson expressed concern about the possibility of wind damage to the roof coverings at the property. We were provided with a date of July 24, 2023, with our assignment.

Weather Information

The National Centers for Environmental Information (NCEI) collects information from the National Weather Service (NWS) and publishes descriptions of weather events in their Storm Events Database. This database is available online at http://www.ncdc.noaa.gov/stormevents, and it is searchable over a specified date range. The NCEI Storm Events descriptions are an edited combination of official weather observations at the NWS recording sites; eyewitness reports by individuals, storm spotters, or emergency management officials; media and social media reports;

and occasionally, the reports of observation teams dispatched by the NWS. However, they are not a substitute for site-specific observations. The reports are provided with GPS coordinates, but it should be noted that sometimes the reports are assigned a latitude/longitude coordinate that references a certain municipal landmark, such as a city center, and not the actual location at which the observation was made.

The Storm Events Database was current through July 2023 at the time of this report. Thus, we searched the Storm Events Database from September 1, 2021, through July 31, 2023. There were no reports of thunderstorm winds within a five-mile radius of the Minnesota Correction Facility during this date range. There were thunderstorm wind reports more than five miles west-southwest and east-southeast of the property which occurred on May 12, 2022, where winds were estimated up to 60 and 61 mph. There were also reports of a county-wide event of sustained wind speeds of 45 mph for Stearns County and Sherburne County on December 16, 2021. There were no reports of thunderstorm winds in July 2023.

Daily weather-related observations are also compiled by another NWS organization, the Storm Prediction Center (SPC), and this database is searchable online with a specific date. The Storm

Sedgwick - Minnesota Page 4

Prediction Center information generally includes the same information as the NCEI database, but the listed items have not been reviewed or edited.

We searched the SPC database from August 1, 2023, through September 19, 2023. There were no reports of thunderstorm winds within a five-mile radius of the Minnesota Correction Facility during this date range.

We also obtained weather records from the NWS recording station at the St. Cloud Regional Airport, located approximately 2-1/2 miles east-northeast of the property. The peak wind speed for July 24, 2023, was up to 30 mph from the northwest. There were also peak wind speeds of 36 mph on July 9, 2023, July 16, 2023, and July 19, 2023. Refer to Attachment B - Weather Data.

It should be noted that official windspeeds are recorded at 33 feet in open unobstructed terrain (or corrected to that elevation and exposure for comparison). Winds decrease closer to the ground surface and are slowed by sheltering features like suburban terrain and trees. Further, actual wind forces on a structure are a function of such parameters as height, orientation to the wind, and architectural features of the building, thus site inspection is required to evaluate the effects of wind.

Inspection

We inspected the roof coverings of the Minnesota Correction Facility to evaluate wind damage.

Photographs of representative conditions are attached to this report for reference.

Laminated, Designer, and Three-Tab Shingles (Fiberglass Shingles)

Roofs surfaced with fiberglass laminated, designer, or three-tab shingles at the property (Refer to Table 1 for roof type) were generally in fair condition with regard to weathering. Shingle insert repairs were found on multiple roofs surfaced with three-tab shingles. We also observed displaced cladding at the exterior of Area 1.

We inspected the laminated, designer, and three-tab shingles in search of wind-caused conditions to shingles, including creased, torn, or displaced shingles. Creased and torn shingles/shingle tabs were observed at roofs surfaced with designer and three-tab shingles (Areas 1, 2, 4, 5, 6, 8, Area 21 Tower, and the Administration Building). The creases and tears were generally at the top of the shingle/tab exposure and were predominantly found on south-facing slopes. The weathered condition of the exposed asphalt below the torn tabs varied with some areas darker relative to other areas on the same slope. The number of damaged shingles varied; some roof slopes had widespread damage. We estimated the approximate percentage of damaged shingles which is shown in Table 2 below. Refer to Attachment C – Roof Diagram for the slope designation at each area with damaged shingles. The approximate locations of the torn/creased shingles are also shown in Attachment C when the percentage of damaged shingles is 10 percent or less.

Sedgwick - Minnesota Page 5

Table 2: Slopes with Damaged Three-Tab or Designer Shingles

Slopes with Damaged Three-Tab or Designer Shingles Slope (Refer to Attachment C – Roof Diagram)

Location Ridge 1 2 3 4 5 6 7 Area 1 0 shingles <10% <10% <10% N/A N/A N/A N/A Area 2 0 shingles 10% <10% N/A N/A N/A N/A N/A

Area 4 35 shingles <10% 10% N/A N/A N/A N/A N/A

Area 5 1 shingle 30% <10% <10% N/A N/A N/A N/A Area 6 0 shingles 20% <10% <10% <10% <10% <10% <10% Area 8 0 shingles <10% <10% <10% <10% <10% <10% <10%

Area 21 Tower 0 shingles <10% N/A N/A N/A N/A N/A N/A Administration

Building 0 Shingles <10% <10% N/A N/A N/A N/A N/A

Organic Shingles

Roofs surfaced with organic shingles at the property (Refer to Table 1 for roof type) were weathered, deteriorated, in poor condition, and at the end of their service life. Shrinkage cracks were visible, and portions of the shingles were missing. In some instances, the bottom corners of the shingles were also curled.

Torn shingles/shingle tabs were observed at Areas 13 and 28. The tears were generally at the top of the shingle/tab exposure. The approximate percentage of damaged shingles is shown in Table 3 below. Refer to Attachment C – Roof Diagram for the slope designation at each area with damaged shingles. The approximate locations of the torn shingles are also shown in Attachment C when the percentage of damaged shingles is 10% or less.

Table 3: Slopes with Damaged Organic Shingles

Slopes with Damaged Organic Shingles Slope (Refer to Attachment C - Roof Diagram)

Location Ridge 1 2 3 4 5 6 7 8 9 10

Area 13 N/A <10% <10% 90-100% <10% 90-100% <10% <10% 90-100% <10% 90- 100%

Area 28 14 shingles <10% 20% 30% N/A N/A N/A N/A N/A N/A N/A

Single-Ply and Built-Up Roofs

In general, the single-ply membranes, except for the single-ply membrane at Area 3, and built-up roofs were not torn, billowed, or displaced. The gravel at the built-up roofs was also not scoured.

Sedgwick - Minnesota Page 6

Tears were visible in the parapet membrane at Area 3. The tears coincided with previous patch repairs, and the membrane did not appear billowed or displaced. Notably, there were gaps between the deteriorated membrane at the base of the parapet which indicated the tears in the membrane were due to deterioration and membrane shrinkage from long-term exposure.

We also noted displaced metal base flashing at the parapet of Area 25. The flashing generally remained on the roof adjacent to the parapet.

Metal Panels and Flat-Seam Panels

A bent flat-seam panel was visible at Tower 1. At Tower 2, the flat-seam panels were completely displaced, and the wood substructure was visible. Portions of the wood substructure were also displaced, and flashing around the perimeter of the tower was displaced or bent. In general, the rest of the roofs surfaced with metal panels were not lifted, detached, torn, or displaced.

Review of Documents

We reviewed historical images obtained from EagleView and dated June 17, 2020, April 4, 2021, and April 26, 2023. Images indicated some three-tab and organic shingles had been torn prior to July 24, 2023, at Areas 6, 8, 13, and 28. Historical images also indicated the cladding at Area 1 was displaced prior to June 17, 2020, and the flat-seam panel at Tower 1 was bent between April 4, 2021, and April 26, 2023. Historical imagery did not provide adequate quality to determine if the shingles at Areas 1, 2, 4, 5, and the Administrative Building were damaged prior to July 24, 2023. Refer to Attachment C – Historical Images.

Discussion

Wind

A building is an obstacle to wind currents which will cause changes in the direction of air flow.

Redirection of the air flow results in varying magnitudes of wind pressure over building surfaces.

In general, inward-acting pressures are produced on windward surfaces, and outward-acting pressures are produced on leeward surfaces. Further, since the flow of air cannot negotiate sharp discontinuities in building surfaces, such as wall corners, eaves, roof ridges, and roof corners, the flow will separate from building surfaces, resulting in outward-acting pressures.

Failure or removal of roof coverings or cladding typically initiates at building edges, corners, or at roof rakes, eaves, or ridges. When metal panels, single-ply roof membranes, or built-up roofs are lifted at edges, wind forces that develop under the lifted panels/membrane help to displace, tear, or detach the roof covering. Wind forces may also bend the metal panels.

Shingle roofs generally fail in two different ways, depending on their bonded condition. Shingles bonded tightly to one another fail as a group with failure initiating at a place where wind can get under them (at the roof perimeter for instance). Poorly bonded shingles usually fail individually

Sedgwick - Minnesota Page 7 by creasing across the tops of their exposures. When the shingles are lifted at edges like rakes, corners, and eaves, wind forces that develop under the lifted shingles help to tear them loose.

Typically, when winds have reached levels where roof coverings/cladding damage occurs, there is some combination of missing shingles, torn shingles, and shingles folded back against the overlying shingle (creased).

Physical evidence indicated roofs surfaced with a single-ply membrane, built-up roof, or metal panels, except for some flat-seam panel roofs, were not damaged by wind. However, shingles at Areas 1, 2, 4, 5, 6, 8, 13, the tower at Area 21, Area 28, and the Administrative Building were damaged by wind. The damage was predominantly found on south-facing slopes with three-tab, designer, and organic shingles. Historical imagery indicated some shingles had been torn during previous years. However, the extent of damage appeared greater than shown in historical imagery;

recent thunderstorm winds had likely caused additional damage. The approximate percentage of damaged shingles is shown in Tables 2 and 3. The approximate location of the damage is also shown in Attachment C – Roof Diagram.

The damaged fiberglass three-tab and designer shingles can likely be individually replaced.

Previous insert repairs were visible on the roofs of Areas 1, 2, and 4 (roofs surfaced with three-tab shingles) which indicated additional insert repairs could likely be completed by a competent contractor. Damaged shingles at Areas 5, 6, 8, and the Area 21 Tower could also likely be individually replaced. However, our inspection of each area, except for the Administrative Building, was limited to photographs taken via drone. Thus, we were not able to manipulate the shingles to check their pliability. Shingle pliability will need to be checked to confirm the feasibility of repairs. The shingles on the administrative building were pliable and serviceable.

Thus, shingle insert repairs could be completed. On the most damaged slopes, it may be more economical to replace the roof shingles rather than make repairs. The insert repair process involves lifting the overlying shingle, removing the fasteners with a roofing bar, removing the old shingle, inserting a new shingle, and re-nailing the new shingle. The shingles unbonded during this process should be manually resealed with asphalt roofing cement or caulked to ensure adequate bonding.

Slopes surfaced with damaged organic shingles will need to be replaced. Slopes surfaced with damaged organic shingles had deteriorated past the point at which insert repairs would be feasible.

Shingles on these slopes can be replaced.

We also observed cladding at Area 1 and flat-seam panels at Towers 1 and 2 which were bent/displaced by wind. Historical imagery indicated the cladding at Area 1 had been displaced for years, and the bent flat-seam panel at Tower 1 was bent between April 4, 2021, and April 26, 2023. The displaced cladding can be re-secured. The bent flat-seamed panel can be replaced. The entire flat-seam panel roof and most of the wood substructure at Tower 2 were displaced by wind.

The roof of this tower can be replaced.

Sedgwick - Minnesota Page 8

Conclusions

Based on our inspection and the information discussed above, we have reached the following conclusions:

1. Roofs surfaced with a single-ply membrane, built-up roofing, or metal panels were not damaged by wind.

2. Roof slopes surfaced with shingles at Areas 1, 2, 4, 5, 6, 8, 13, the tower at Area 21, Area 28, and the Administrative Building were damaged by wind.

3. The damaged fiberglass three-tab and designer shingles can likely be individually replaced if desired. Shingle pliability will need to be checked to confirm the feasibility of repairs.

4. On the most damaged slopes, it may be more economical to replace the roof shingles rather than make repairs.

5. Organic shingles are too deteriorated for insert repairs to be feasible. Slopes surfaced with damaged organic shingles can be replaced.

6. Historical imagery indicated the displaced cladding at Area 1 had been displaced for years and was not displaced by recent wind forces.

7. Cladding at Area 1 was displaced by wind. Historical imagery indicated the cladding at

Area 1 had been displaced for years. The displaced cladding can be re-secured.

8. The flat-seam panel at Tower 1 was bent by wind. Historical imagery indicated the bent flat-seam panel at Tower 1 was bent between April 4, 2021, and April 26, 2023. The bent panel at Tower 1 can be replaced.

Sedgwick - Minnesota Page 9

9. The entire flat-seam panel roof and most of the wood substructure at Tower 2 were displaced by wind. The roof of this tower can be replaced.

Respectfully submitted

HAAG ENGINEERING CO.

Christopher A. DeGroot, P.E.

North Carolina License #053753

Daniel B. Behrens, P.E.

Minnesota License 42684 https://na1.documents.adobe.com/verifier?tx=CBJCHBCAABAA6YNw8Ose1Dh9TXr1iJ0ss85peh0ZMwOB https://haagglobal.na1.echosign.com/verifier?tx=CBJCHBCAABAA6YNw8Ose1Dh9TXr1iJ0ss85peh0ZMwOB

Attachments

Attachment A cdegroot Rectangle cdegroot Callout Correctional Facility cdegroot Callout Tower 2 cdegroot Callout Tower 1 cdegroot Rectangle cdegroot Callout Shed Complex

Text Box Area 1 cdegroot Text Box Area 2 cdegroot Callout Area 3 cdegroot Text Box Area 4 cdegroot Text Box Area 5 cdegroot Text Box Area 6 cdegroot Text Box Area 7 cdegroot Text Box Area 8 cdegroot Text Box Area 9 cdegroot Text Box Area 10 cdegroot Text Box Area 11 cdegroot PolyLine cdegroot Text Box Area 12 cdegroot Rectangle cdegroot Line cdegroot Line cdegroot Text Box Demolished buildings (Satellite imagery not current) cdegroot Rectangle cdegroot Line cdegroot Line cdegroot Text Box Area 27 cdegroot Text Box Area 13 cdegroot Callout Area 14 cdegroot Callout Area 15 cdegroot Text Box Area 16 cdegroot Text Box Area 17 cdegroot Text Box Area 18 cdegroot Text Box Area 19 cdegroot Callout Area 20 cdegroot Polygon cdegroot Callout Area 21 cdegroot Callout Area 21 Tower cdegroot Text Box Area 22 cdegroot PolyLine cdegroot Callout Area 23 cdegroot Callout Area 24 cdegroot Rectangle cdegroot Callout Area 25 cdegroot Callout Area 26 cdegroot

Administrative Building

Area 28 cdegroot Callout Area 30 cdegroot Callout Area 29 cdegroot Callout Area 31 cdegroot Callout Area 32 cdegroot

Area 33

Attachment B

1 mi

3 mi

12-May-2022 60 mph EG

12-May-2022 61 mph MG

Haag Weather Review of NOAA Storm Data

Earthstar Geographics

Storm Events Database

Thunderstorm Wind

NWS Forecast Zones

11/1/2023

0 1 20.5 mi

0 2 41 km

1:81,525

Created by: Haag Global Geoportal on 11/01/2023

Job Name: Minnesota Correction Facility Job Number: 05230396MN Lat: 45.540773 Lon: -94.115531 Event Types Searched: Tornado, Wind Data Availability: 01/01/10 to 07/31/23 Date Range Searched: 09/01/21 to 07/31/23

NOAA Storm Events Database Report created on 2023-11-01 Data retrieved from: https://www.ncdc.noaa.gov/stormevents/ Data from the NOAA Storm Events Database is updated within 75 - 90 days after the end of a data month. Data for this report is available from 01/2010 to 07/2023.

Search results for: Benton, MN; Sherburne, MN; Stearns, MN

Details 35 event(s) were reported within the selected county(ies) between 2021-09-01 and 2023-07-31 Date of first reported event: 2022-05-11 Date of last reported event: 2023-07-25 Event Type(s): Tornado; Thunderstorm Wind Number of County/Zone areas affected: 3 Number of days with Event: 9 Number of Event Types reported: 2

Location County/Zone State Date Time LST Event Type Mag Beg Lat Beg Lon End Lat End Lon

ELK RIVER SHERBURNE MN 2022-05-11 1924 Thunderstorm Wind 49 mph EG 45.3 -93.55 45.3 -93.55

SAUK CENTRE STEARNS MN 2022-05-12 1817 Tornado EF0 45.745 -94.953 45.764 -94.947

SARTELL STEARNS MN 2022-05-12 1840 Thunderstorm Wind 64 mph EG 45.66 -94.23 45.66 -94.23

WAITE PARK STEARNS MN 2022-05-12 1901 Thunderstorm Wind 60 mph EG 45.52 -94.18 45.52 -94.18

LUXEMBURG STEARNS MN 2022-05-12 1932 Thunderstorm Wind 61 mph MG 45.42 -94.2 45.42 -94.2

ST STEPHEN STEARNS MN 2022-05-12 1845 Thunderstorm Wind 60 mph EG 45.72 -94.23 45.72 -94.23

COLD SPG STEARNS MN 2022-05-12 1000 Thunderstorm Wind 60 mph EG 45.46 -94.43 45.46 -94.43

RICHMOND STEARNS MN 2022-05-12 1830 Thunderstorm Wind 70 mph MG 45.45 -94.52 45.45 -94.52

(STC)ST CLOUD

REGIONAL

AIRPORT

SHERBURNE MN 2022-05-12 1034 Thunderstorm Wind 61 mph MG 45.55 -94.05 45.55 -94.05

PAYNESVILLE

ARPT STEARNS MN 2022-05-12 1815 Thunderstorm

Wind 67 mph MG 45.37 -94.74 45.37 -94.74

(STC)ST CLOUD

REGIONAL

AIRPORT

SHERBURNE MN 2022-05-12 1853 Thunderstorm Wind 61 mph MG 45.55 -94.05 45.55 -94.05

GEORGEVILLE STEARNS MN 2022-05-12 1805 Thunderstorm Wind 63 mph MG 45.43 -94.93 45.43 -94.93

ELK RIVER SHERBURNE MN 2022-05-30 1755 Thunderstorm Wind 60 mph EG 45.3 -93.56 45.3 -93.56

ZIMMERMAN SHERBURNE MN 2022-05-30 1800 Thunderstorm Wind 64 mph EG 45.44 -93.58 45.44 -93.58

BELGRADE STEARNS MN 2022-05-30 319 Thunderstorm Wind 64 mph EG 45.45 -95 45.45 -95

BIG LAKE SHERBURNE MN 2022-05-30 1750 Thunderstorm Wind 60 mph EG 45.34 -93.74 45.34 -93.74

ELK RIVER SHERBURNE MN 2022-05-30 1754 Thunderstorm Wind 58 mph MG 45.32 -93.56 45.32 -93.56

LUXEMBURG STEARNS MN 2022-05-30 1740 Thunderstorm Wind 58 mph MG 45.42 -94.2 45.42 -94.2

LUXEMBURG STEARNS MN 2022-05-30 1740 Thunderstorm Wind 58 mph MG 45.42 -94.2 45.42 -94.2

ELK RIVER SHERBURNE MN 2022-05-30 1806 Thunderstorm Wind 59 mph MG 45.35 -93.59 45.35 -93.59

SAUK CENTRE STEARNS MN 2022-05-30 330 Thunderstorm Wind 64 mph MG 45.73 -94.97 45.73 -94.97

BECKER SHERBURNE MN 2022-05-30 1752 Thunderstorm Wind 63 mph MG 45.39 -93.87 45.39 -93.87

Location County/Zone State Date Time LST Event Type Mag Beg Lat Beg Lon End Lat End Lon

RICE BENTON MN 2022-05-30 350 Thunderstorm Wind 60 mph MG 45.76 -94.22 45.76 -94.22

SAUK CENTRE STEARNS MN 2022-06-20 1752 Thunderstorm Wind 60 mph EG 45.74 -94.96 45.74 -94.96

SAUK CENTRE STEARNS MN 2022-06-20 2240 Thunderstorm Wind 60 mph MG 45.74 -94.95 45.74 -94.95

ORROCK SHERBURNE MN 2022-06-21 10 Thunderstorm Wind 58 mph EG 45.4 -93.73 45.4 -93.73

BELGRADE STEARNS MN 2023-07-13 1710 Thunderstorm Wind 58 mph EG 45.45 -95 45.45 -95

COLD SPG STEARNS MN 2023-07-19 1626 Thunderstorm Wind 58 mph EG 45.46 -94.43 45.46 -94.43

RICHMOND STEARNS MN 2023-07-19 1615 Thunderstorm Wind 74 mph MG 45.45 -94.54 45.45 -94.54

ELK RIVER SHERBURNE MN 2023-07-22 1320 Thunderstorm Wind 58 mph EG 45.37 -93.62 45.37 -93.62

ZIMMERMAN SHERBURNE MN 2023-07-22 1319 Thunderstorm Wind 58 mph EG 45.44 -93.59 45.44 -93.59

ELK RIVER SHERBURNE MN 2023-07-22 1320 Thunderstorm Wind 58 mph EG 45.33 -93.54 45.33 -93.54

BROOTEN STEARNS MN 2023-07-25 2155 Thunderstorm Wind 60 mph EG 45.43 -95.12 45.43 -95.12

PAYNESVILLE

ARPT STEARNS MN 2023-07-25 2218 Thunderstorm

Wind 58 mph EG 45.33 -94.73 45.33 -94.73

BELGRADE STEARNS MN 2023-07-25 2207 Thunderstorm Wind 69 mph EG 45.45 -95 45.45 -95

NOAA Storm Events Database - Zone Events Report created on 2023-11-01 Data retrieved from: https://www.ncdc.noaa.gov/stormevents/ Data from the NOAA Storm Events Database is updated within 75 - 90 days after the end of a data month. Data for this report is available from 01/2010 to 07/2023.

Search results for 3 NWS forecast zone(s) and 0 coastal forecast zone(s) that fall within the selected buffer(s).

Zone name(s): Sherburne, MN; Stearns, MN; Benton, MN

Details 2 event(s) were reported in 2 zone(s) between 2021-09-01 and 2023-07-31 Date of first reported event: 2021-12-16 Date of last reported event: 2021-12-16 Event Type(s): High Wind Number of zones affected: 2 Number of days with Event: 1 Number of Event Types reported: 1 Property located in the following zone: Sherburne

Event ID Zone State Date Time LST Event Type Mag Narrative

990600 STEARNS MN 2021-12-16 0 High Wind 45 mph MS

A MnDOT wind sensor near Paynesville measured several hours of sustained winds of 45 mph or greater. Farther to the east, wind speeds were less but still averaged around 35 to 40 mph.

990602 SHERBURNE MN 2021-12-16 0 High Wind 45 mph MS

The St. Cloud airport had several hours of measured wind speeds of 45 mph or greater. There were also several gusts above 50 mph between 1 and 2 AM CST.

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ACTUAL CONDITIONS, INCLUDING PRESENT OR HISTORIC OR PAST CONDITIONS, AND MAY NOT BE SUITABLE FOR YOUR APPLICATION. YOU MUST EXERCISE INDEPENDENT JUDGMENT WHEN USING THE REPORT AND THE CORRESPONDING DATA TO ENSURE THAT THE REPORT AND THE CORRESPONDING

DATA ARE SUITABLE FOR YOUR APPLICATION.

1 mi

3 mi

Haag Weather Review of Storm Prediction Center Data

Earthstar Geographics

11/1/2023

0 2.5 51.25 mi

0 4.5 92.25 km

1:163,051

Created by: Haag Global Geoportal on 11/01/2023

Job Name: Minnesota Correction Facility Job Number: 05230396MN Lat: 45.540773 Lon: -94.115531 Event Types Searched: Tornado, Wind Data Availability: 01/01/10 to 10/28/23 Date Range Searched: 08/01/23 to 09/19/23

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Saint Cloud, MN Haag File: 05230396MN-1791/504

Roof Diagram cdegroot

Airport Location

U.S. Department of Commerce National Centers for Environmental Information

National Oceanic & Atmospheric Administration 151 Patton Avenue

National Environmental Satellite, Data, and Information Service Asheville, North Carolina 28801

Current Location: Elev: 1018 ft. Lat: 45.5442° N Lon: 94.0516° W

Station: ST. CLOUD REGIONAL AIRPORT, MN US WBAN:14926 (ICAO:KSTC)

Local Climatological Data Daily Summary

July 2023 Generated on 11/01/2023

Maximum Wind Speed = MPH Temperature (F)

Degree Days

(base 65F) Sun (LST) Weather Precipitation (in) Pressure

(inHg) Wind Direction = Degrees

D a t e Max Min Avg Dep ARH ADP AWB Heat Cool Rise Set Weather Type TLC Snow

Fall Snow Depth

Avg Stn

Avg

SL

Avg Speed

Peak Speed

Peak Dir

Sust.

Speed

Sust.

Dir

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 01 88 60 74 4.6 60 58 65 0 9 0431 2009 0.00 0.0 0 28.80 29.90 4.1 18 010 13 340

02 90 59 75 5.5 63 59 65 0 10 0432 2009 0.00 0.0 0 28.76 29.85 2.8 23 280 17 290

03 91 66 79 9.3 61 64 69 0 14 0432 2008 TS RA 0.01 0.0 0 28.76 29.86 6.8 22 310 16 310

04 76 62 69 -0.9 76 62 64 0 4 0433 2008 RA 0.07 0.0 0 28.85 29.93 4.1 17 330 12 320

05 74 52 63 -7.0 61 50 57 2 0 0434 2008 0.00 0.0 0 28.97 30.07 8.7 27 310 20 300

06 77 48 63 -7.1 55 45 54 2 0 0434 2007 0.00 0.0 0 28.97 30.09 4.6 20 300 14 280

07 76 49 63 -7.2 61 50 57 2 0 0435 2007 0.00 0.0 0 28.87 29.99 6.7 19 200 15 200

08 78 52 65 -5.3 56 48 56 0 0 0436 2006 0.00 0.0 0 28.86 29.97 6.5 25 310 16 300

09 87 51 69 -1.4 50 53 61 0 4 0436 2006 T 0.0 0 28.72 29.84 11.9 36 220 26 250

10 88 56 72 1.5 52 55 62 0 7 0437 2005 0.01 0.0 0 28.71 29.79 7.7 26 010 16 350

11 76 45* 61 -9.5 64 48 55 4 0 0438 2005 RA 0.12 0.0 0 28.88 30.00 4.5 17 360 12 270

12 77 53 65 -5.6 69 54 59 0 0 0439 2004 BR 0.00 0.0 0 28.76 29.89 3.5 14 080 9 100

13 87 56 72 1.4 72 60 64 0 7 0440 2004 TS RA BR 0.31 0.0 0 28.66 29.78 5.6 39 350 21 350

14 89 59 74 3.3 50 53 61 0 9 0441 2003 HZ 0.00 0.0 0 28.67 29.76 7.2 28 270 21 270

15 79 54 67 -3.7 62 52 58 0 2 0442 2002 BR HZ 0.00 0.0 0 28.76 29.85 6.8 28 300 21 310

16 78 52 65 -5.7 59 49 56 0 0 0443 2001 0.00 0.0 0 28.77 29.87 10.7 36 320 28 300

17 75 53 64 -6.7 64 50 56 1 0 0444 2001 0.00 0.0 0 28.87 29.99 8.2 24 320 18 310

18 83 50 67 -3.7 59 52 59 0 2 0444 2000 0.00 0.0 0 28.87 29.98 3.3 30 170 16 190

19 92 61 77 6.3 64 60 65 0 12 0446 1959 TS RA 0.15 0.0 0 28.82 29.93 9.2 36 240 26 250

20 80 58 69 -1.6 69 57 61 0 4 0447 1958 0.00 0.0 0 28.95 30.05 7.4 26 320 17 320

21 84 55 70 -0.6 62 55 61 0 5 0448 1957 0.00 0.0 0 28.92 30.04 3.8 22 350 16 320

22 88 54 71 0.4 74 60 63 0 6 0449 1956 TS RA BR HZ 0.14 0.0 0 28.78 29.90 3.5 26 280 20 270

23 87 59 73 2.5 67 59 64 0 8 0450 1955 FG BR HZ 0.00 0.0 0 28.85 29.95 2.0 18 280 10 310

24 88 59 74 3.5 76 64 67 0 9 0451 1954 TS RA BR HZ 0.58 0.0 0 28.92 30.01 3.5 30 310 30 310

25 92 64 78 7.6 69 67 70 0 13 0452 1953 TS RA BR HZ 0.02 0.0 0 28.79 29.93 6.1 34 130 22 160

26 94 70 82 11.6 71 70 73 0 17 0453 1952 TS RA 0.14 0.0 0 28.69 29.79 6.1 33 290 22 290

27 95* 69 82 11.7 75 72 75 0 17 0454 1951 TS RA BR 0.28 0.0 0 28.74 29.82 7.3 29 140 15 200

28 90 64 77 6.8 76 66 69 0 12 0455 1950 TS RA T 0.0 0 28.90 29.98 4.6 32 340 18 350

29 81 60 71 0.8 65 57 62 0 6 0456 1948 BR 0.00 0.0 0 29.05 30.14 5.4 22 010 14 340

30 82 53 68 -2.1 65 54 60 0 3 0457 1947 T 0.0 0 29.06 30.15 3.0 15 140 12 140

31 84 54 69 -1.0 63 56 62 0 4 0459 1946 BR 0.00 0.0 0 29.04 30.16 2.3 16 170 10 150

84.1 56.7 70.4 Monthly Averages | Totals 1.83 28.84 29.94 5.8

1.8 -1.7 0.1 Departure from Normal (1981-2010) -1.48

Degree Days Number of days with...

Monthly Season-to-date Temperature

Total Departure Total Departure Max Min Precipitation Snow Weather

Heating 13 -4 13 >=90° <=32° <=32° <=0° >=0.01" >=0.1" >=1" T-Storms Heavy Fog Cooling 179 -3 442 7 0 0 0 11 7 0 9 1

Date of 5-sec to 3-sec wind equipment change Sea Level Pressure Greatest...

Date Time 24-Hr...

Maximum 30.23 30 0909 Precip Snowfall Snow Depth

2006-07-03 Minimum 29.70 26 0553 0.58 0.0 0.0

Date 24-24

Station Augmentation Name:ST CLOUD PRISON Lat: 45.5431 Lon: -94.12 Elevation: N/A Distance: 3.32mi W Elements: SNOWFALL, SNOWDPTH Equipment: SRG, SNOWSTICK

National Environmental Satellite, Data, and Information Service Asheville, North Carolina 28801

Current Location: Elev: 1018 ft. Lat: 45.5442° N Lon: 94.0516° W

Station: ST. CLOUD REGIONAL AIRPORT, MN US WBAN:14926 (ICAO:KSTC)

Local Climatological Data Hourly Observations

July 2023 Generated on 11/01/2023

Weather Type (see documentation) Dry Bulb Temp

Wet Bulb Temp

Dew Point TempD a t e

Time

(LST)

Sta-tion Type

Sky Conditions

Visi-bility

AU | AW | MW (F) (C) (F) (C) (F) (C)

Rel Hum

Wind Spee d

(MPH)

Wind Dir

(Deg)

Wind Gusts

(MPH)

Station Press (inHg)

Press

Tend

Net 3- Hr

Change (inHg)

Sea Level Press

(inHg)

Report Type

Precip Total (in)

Alti-meter

Setting (inHg)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0053 7 CLR:00 3.00 BR:1 || 63 17.2 61 16.1 60 15.6 90 0 000 28.89 29.98 FM-15 0.00 29.98

24 0138 7 CLR:00 2.50 BR:1 || 62 16.7 61 16.1 60 15.6 93 0 000 28.89 FM-16 29.98

24 0153 7 CLR:00 2.50 BR:1 || 62 16.7 61 16.1 60 15.6 93 0 000 28.88 29.98 FM-15 0.00 29.97

24 0205 7 CLR:00 3.00 BR:1 || 61 16.1 60 15.6 59 15.0 93 0 000 28.88 FM-16 29.97

24 0214 7 CLR:00 2.00 BR:1 || 61 16.1 60 15.6 59 15.0 93 0 000 28.88 FM-16 29.97

24 0253 7 CLR:00 2.00 BR:1 || 60 15.6 59 15.0 58 14.4 93 0 000 28.89 5 0.00 29.98 FM-15 0.00 29.98

24 0318 7 CLR:00 3.00 BR:1 || 61 16.1 60 15.6 59 15.0 93 0 000 28.89 FM-16 29.98

24 0325 7 FEW:02 80 2.50 BR:1 || 60 15.6 59 15.0 59 15.0 96 0 000 28.90 FM-16 29.99 24 0351 6 SCT:04 75 3.00 BR:1 || 61 16.1 59 15.0 57 13.9 88 0 000 28.89 FM-16 29.98 24 0353 7 SCT:04 70 3.00 BR:1 || 60 15.6 59 15.0 58 14.4 93 0 000 28.89 29.99 FM-15 0.00 29.98 24 0402 7 SCT:04 70 2.50 BR:1 || 60 15.6 59 15.0 58 14.4 93 0 000 28.89 FM-16 29.98 24 0453 7 BKN:07 70 2.50 BR:1 || 61 16.1 60 15.6 59 15.0 93 0 000 28.90 30.00 FM-15 0.00 29.99

24 0521 7 BKN:07 65

BKN:07 85 1.75 BR:1 || 62 16.7 60 15.6 59 15.0 90 0 000 28.91 FM-16 30.00

24 0546 7 FEW:02 70

SCT:04 85 2.00 BR:1 || 62 16.7 61 16.1 60 15.6 93 0 000 28.91 FM-16 30.00

24 0553 7 FEW:02 70

FEW:02 85 2.00 BR:1 || 63 17.2 61 16.1 60 15.6 90 0 000 28.91 2 -0.02 30.01 FM-15 0.00 30.00

24 0644 7 CLR:00 3.00 HZ:7 |FU |HZ 67 19.4 64 17.8 62 16.7 84 0 000 28.91 FM-16 30.00 24 0653 7 CLR:00 3.00 HZ:7 |FU |HZ 68 20.0 65 18.3 63 17.2 84 0 000 28.92 30.01 FM-15 0.00 30.01 24 0753 7 SCT:04 60 4.00 HZ:7 |FU |HZ 73 22.8 67 19.4 64 17.8 74 3 130 28.92 30.03 FM-15 0.00 30.02 24 0853 7 FEW:02 60 5.00 HZ:7 |FU |HZ 76 24.4 68 20.0 64 17.8 67 0 000 28.92 1 -0.02 30.03 FM-15 0.00 30.02

24 0953 7 SCT:04 60

SCT:04 75 7.00 83 28.3 69 20.6 62 16.7 49 3 VRB 28.94 30.03 FM-15 0.00 30.03

24 1053 7 SCT:04 55 7.00 85 29.4 71 21.7 63 17.2 48 6 190 28.94 30.03 FM-15 0.00 30.03 24 1153 7 CLR:00 7.00 86 30.0 71 21.7 63 17.2 46 6 200 28.92 0 0.00 30.03 FM-15 0.00 30.02

24 1253 7

FEW:02 65

FEW:02 95

SCT:04 110

7.00 85 29.4 71 21.7 63 17.2 48 7 130 28.92 30.02 FM-15 0.00 30.02

24 1320 7

FEW:02 55

SCT:04 65

SCT:04 100

7.00 VCTS:7 || 87 30.6 72 22.2 64 17.8 46 3 180 28.92 FM-16 30.01

24 1339 7 FEW:02 75

FEW:02 95 7.00 88 31.1 72 22.2 64 17.8 45 10 150 28.91 FM-16 30.00

24 1344 7 FEW:02 70

SCT:04 95 7.00 TS:7 |TS TS | 87 30.6 72 22.2 64 17.8 46 10 160 28.91 FM-16 30.00

24 1353 7

FEW:02 50

FEW:02 70

BKN:07 100

6.00 TS:7 -RA:02 |RA TS TS |RA 84 28.9 71 21.7 65 18.3 53 10 150 28.91 30.01 FM-15 T 30.00

24 1415 7

FEW:02 55

SCT:04 75

OVC:08 100

2.50 TS:7 RA:02 |RA TS TS |RA 77 25.0 72 22.2 69 20.6 77 5 160 28.92 FM-16 0.04 30.01

24 1423 7

SCT:04 38

BKN:07 75

OVC:08 100

0.50 TS:7 +RA:02 |RA s TS s TS |RA s 72 22.2 69 20.6 67 19.4 84 30 310 28.97 FM-16 0.14 30.06

24 1431 7

BKN:07 26

BKN:07 75

OVC:08 100

0.25 TS:7 +RA:02 |RA s TS s TS |RA s 68 20.0 64 17.8 61 16.1 78 30 310 28.94 FM-16 0.50 30.03

24 1442 7

BKN:07 30

BKN:07 70

OVC:08 90

1.75 TS:7 -RA:02 |RA TS TS |RA 69 20.6 65 18.3 62 16.7 78 30 310 28.92 FM-16 0.58 30.02

24 1444 7

BKN:07 28

BKN:07 65

OVC:08 85

3.00 TS:7 -RA:02 |RA TS TS |RA 70 21.1 65 18.3 62 16.7 76 30 310 28.92 FM-16 0.58 30.02

24 1447 7

SCT:04 26

BKN:07 60

OVC:08 85

9.00 TS:7 -RA:02 |RA TS TS |RA 72 22.2 67 19.4 64 17.8 78 30 310 28.92 FM-16 0.58 30.02

24 1453 7

SCT:04 26

BKN:07 60

OVC:08 90

10.00 TS:7 |TS TS | 72 22.2 67 19.4 64 17.8 76 30 310 28.92 3 0.00 30.04 FM-15 0.58 30.02

24 1518 7

SCT:04 50

BKN:07 65

BKN:07 80

9.00 VCTS:7 || 71 21.7 68 20.0 66 18.9 84 5 160 28.92 FM-16 T 30.02

24 1539 7 FEW:02 55 10.00 75 23.9 70 21.1 67 19.4 76 5 160 28.92 FM-16 T 30.02

24 1553 7 CLR:00 10.00 77 25.0 70 21.1 66 18.9 69 5 240 28.92 30.03 FM-15 T 30.02 24 1653 7 CLR:00 9.00 79 26.1 72 22.2 69 20.6 72 5 210 28.92 30.02 FM-15 0.00 30.01 24 1753 7 SCT:04 110 8.00 77 25.0 72 22.2 69 20.6 77 5 170 28.92 5 +0.01 30.02 FM-15 0.00 30.01 24 1853 7 CLR:00 7.00 77 25.0 72 22.2 69 20.6 77 0 000 28.92 30.01 FM-15 0.00 30.01 24 1953 7 CLR:00 7.00 74 23.3 71 21.7 69 20.6 85 0 000 28.91 30.01 FM-15 0.00 30.00 24 2053 7 CLR:00 7.00 72 22.2 70 21.1 69 20.6 91 0 000 28.92 5 0.00 30.02 FM-15 0.00 30.01 24 2153 7 CLR:00 6.00 BR:1 || 70 21.1 69 20.6 68 20.0 93 0 000 28.92 30.01 FM-15 0.00 30.01 24 2253 7 CLR:00 7.00 70 21.1 69 20.6 68 20.0 93 0 000 28.92 30.02 FM-15 0.00 30.02 24 2353 7 CLR:00 6.00 BR:1 || 70 21.1 68 20.0 67 19.4 90 5 090 28.92 3 -0.01 30.02 FM-15 0.00 30.02

National Environmental Satellite, Data, and Information Service Asheville, North Carolina 28801

Current Location: Elev: 1018 ft. Lat: 45.5442° N Lon: 94.0516° W

Station: ST. CLOUD REGIONAL AIRPORT, MN US WBAN:14926 (ICAO:KSTC)

Local Climatological Data Hourly Remarks

July 2023 Generated on 11/01/2023

Date Time (LST) Remarks

24 0053 MET09207/24/23 00:53:02 METAR KSTC 240653Z 00000KT 3SM BR CLR 17/16 A2998 RMK AO2 SLP154 T01720156

24 0138 MET08907/24/23 01:38:02 SPECI KSTC 240738Z 00000KT 2 1/2SM BR CLR 17/16 A2998 RMK AO2 T01670156

24 0153 MET09607/24/23 01:53:02 METAR KSTC 240753Z 00000KT 2 1/2SM BR CLR 17/16 A2997 RMK AO2 SLP153 T01670156

24 0205 MET08507/24/23 02:05:02 SPECI KSTC 240805Z 00000KT 3SM BR CLR 16/15 A2997 RMK AO2 T01610150

24 0214 MET08507/24/23 02:14:02 SPECI KSTC 240814Z 00000KT 2SM BR CLR 16/15 A2997 RMK AO2 T01610150

24 0253 MET09807/24/23 02:53:02 METAR KSTC 240853Z 00000KT 2SM BR CLR 16/14 A2998 RMK AO2 SLP154 T01560144 55000

24 0318 MET08507/24/23 03:18:02 SPECI KSTC 240918Z 00000KT 3SM BR CLR 16/15 A2998 RMK AO2 T01610150

24 0325 MET09207/24/23 03:25:02 SPECI KSTC 240925Z 00000KT 2 1/2SM BR FEW080 16/15 A2999 RMK AO2 T01560150

24 0351 MET08307/24/23 03:51:02 SPECI KSTC 240951Z 00000KT 3SM BR SCT075 16/14 A2998 RMK AO2 FIBI

24 0353 MET09507/24/23 03:53:02 METAR KSTC 240953Z 00000KT 3SM BR SCT070 16/14 A2998 RMK AO2 SLP157 T01560144

24 0402 MET09207/24/23 04:02:02 SPECI KSTC 241002Z 00000KT 2 1/2SM BR SCT070 16/14 A2998 RMK AO2 T01560144

24 0453 MET09907/24/23 04:53:02 METAR KSTC 241053Z 00000KT 2 1/2SM BR BKN070 16/15 A2999 RMK AO2 SLP160 T01610150

24 0521 MET09907/24/23 05:21:02 SPECI KSTC 241121Z 00000KT 1 3/4SM BR BKN065 BKN085 17/15 A3000 RMK AO2 T01670150

24 0546 MET10707/24/23 05:46:02 SPECI KSTC 241146Z 00000KT 2SM BR FEW070 SCT085 17/16 A3000 RMK AO2 LTG DSNT SW T01670156

24 0553 MET13707/24/23 05:53:02 METAR KSTC 241153Z 00000KT 2SM BR FEW070 FEW085 17/16 A3000 RMK AO2 LTG DSNT SW SLP162 T01720156 10178 20150 52007 (JN)

24 0644 MET10107/24/23 06:44:02 SPECI KSTC 241244Z 00000KT 3SM HZ CLR 19/17 A3000 RMK AO2 LTG DSNT S T01940167 (JN)

24 0653 MET09707/24/23 06:53:02 METAR KSTC 241253Z 00000KT 3SM HZ CLR 20/17 A3001 RMK AO2 SLP163 T02000172 (JN)

24 0753 MET10007/24/23 07:53:02 METAR KSTC 241353Z 13003KT 4SM HZ SCT060 23/18 A3002 RMK AO2 SLP168 T02280178 (JN)

24 0853 MET10607/24/23 08:53:02 METAR KSTC 241453Z 00000KT 5SM HZ FEW060 24/18 A3002 RMK AO2 SLP169 T02440178 51006 (JN)

24 0953 MET10407/24/23 09:53:02 METAR KSTC 241553Z VRB03KT 7SM SCT060 SCT075 28/17 A3003 RMK AO2 SLP170 T02830167 (JN)

24 1053 MET09707/24/23 10:53:02 METAR KSTC 241653Z 19005KT 7SM SCT055 29/17 A3003 RMK AO2 SLP170 T02940172 (JN)

24 1153 MET11207/24/23 11:53:02 METAR KSTC 241753Z 20005KT 7SM CLR 30/17 A3002 RMK AO2 SLP168 T03000172 10306 20172 50000 (JN)

24 1253 MET11107/24/23 12:53:02 METAR KSTC 241853Z 13006KT 7SM FEW065 FEW095 SCT110 29/17 A3002 RMK AO2 SLP167 T02940172 (JN)

24 1320 MET13407/24/23 13:20:02 SPECI KSTC 241920Z 18003KT 7SM VCTS FEW055 SCT065 SCT100 31/18 A3001 RMK AO2 LTG DSNT NW TS NW MOV SE T03060178 (JN)

24 1339 MET12207/24/23 13:39:02 SPECI KSTC 241939Z 15009KT 7SM FEW075 FEW095 31/18 A3000 RMK AO2 LTG DSNT SE AND S AND NW T03110178 (JN)

24 1344 MET14107/24/23 13:44:02 SPECI KSTC 241944Z 16009KT 7SM TS FEW070 SCT095 31/18 A3000 RMK AO2 LTG DSNT SE AND S AND NW TS MOV SE TSB44 T03060178 (JN)

24 1353 MET16007/24/23 13:53:02 METAR KSTC 241953Z 15009KT 6SM -TSRA FEW050 FEW070 BKN100 29/18 A3000 RMK AO2 LTG DSNT ALQDS TS MOV SE RAB51 TSB44 SLP162 P0000 T02890183

(JN)

24 1415 MET14407/24/23 14:15:02 SPECI KSTC 242015Z 16004KT 2 1/2SM TSRA FEW055 SCT075 OVC100 25/21 A3001 RMK AO2 LTG DSNT ALQDS TS MOV SE P0004 T02500206 (JN)

24 1423 MET16807/24/23 14:23:02 SPECI KSTC 242023Z 31026KT 1/2SM +TSRA SCT038 BKN075 OVC100 22/19 A3006 RMK AO2 PK WND 29033/2023 LTG DSNT ALQDS TS MOV SE PRESRR P0014

T02220194 (JN)

24 1431 MET16107/24/23 14:31:02 SPECI KSTC 242031Z 31026KT 1/4SM +TSRA BKN026 BKN075 OVC100 20/16 A3003 RMK AO2 PK WND 25046/2027 LTG DSNT ALQDS TS MOV SE P0050 T02000161 (JN)

24 1442 MET15307/24/23 14:42:02 SPECI KSTC 242042Z 31026KT 1 3/4SM -TSRA BKN030 BKN070 OVC090 21/17 A3002 RMK AO2 PK WND 25046/2027 LTG DSNT ALQDS P0058 T02060167 (JN)

24 1444 MET14907/24/23 14:44:02 SPECI KSTC 242044Z 31026KT 3SM -TSRA BKN028 BKN065 OVC085 21/17 A3002 RMK AO2 PK WND 25046/2027 LTG DSNT ALQDS P0058 T02110167 (JN)

24 1447 MET16007/24/23 14:47:02 SPECI KSTC 242047Z 31026KT 9SM -TSRA SCT026 BKN060 OVC085 22/18 A3002 RMK AO2 PK WND 25046/2027 WSHFT 2031 LTG DSNT ALQDS TS MOV SE P0058 (JN)

24 1453 MET18807/24/23 14:53:02 METAR KSTC 242053Z 31026KT 10SM TS SCT026 BKN060 OVC090 22/18 A3002 RMK AO2 PK WND 25046/2027 WSHFT 2031 LTG DSNT ALQDS TS MOV SE RAE48

SLP172 P0058 60058 T02220178 53001

24 1518 MET15707/24/23 15:18:02 SPECI KSTC 242118Z 16004KT 9SM VCTS SCT050 BKN065 BKN080 22/19 A3002 RMK AO2 LTG DSNT ALQDS TS MOV SE RAB2055E09 TSE12 P0000 T02170189 (RD)

24 1539 MET12807/24/23 15:39:02 SPECI KSTC 242139Z 16004KT 10SM FEW055 24/19 A3002 RMK AO2 LTG DSNT SE-W RAB2055E09 TSE12 P0000 T02390194 (RD)

24 1553 MET13607/24/23 15:53:02 METAR KSTC 242153Z 24004KT 10SM CLR 25/19 A3002 RMK AO2 LTG DSNT SW AND W RAB2055E09 TSE12 SLP168 P0000 T02500189 (RD)

24 1653 MET10907/24/23 16:53:02 METAR KSTC 242253Z 21004KT 9SM CLR 26/21 A3001 RMK AO2 LTG DSNT ALQDS SLP166 T02610206 (RD)

24 1753 MET12107/24/23 17:53:02 METAR KSTC 242353Z 17004KT 8SM SCT110 25/21 A3001 RMK AO2 SLP166 60058 T02500206 10311 20194 55004 (RD)

24 1853 MET08907/24/23 18:53:01 METAR KSTC 250053Z 00000KT 7SM CLR 25/21 A3001 RMK AO2 SLP164 T02500206

24 1953 MET08907/24/23 19:53:01 METAR KSTC 250153Z 00000KT 7SM CLR 23/21 A3000 RMK AO2 SLP163 T02330206

24 2053 MET09507/24/23 20:53:01 METAR KSTC 250253Z 00000KT 7SM CLR 22/21 A3001 RMK AO2 SLP166 T02220206 55000

24 2153 MET09207/24/23 21:53:01 METAR KSTC 250353Z 00000KT 6SM BR CLR 21/20 A3001 RMK AO2 SLP164 T02110200

24 2253 MET08907/24/23 22:53:01 METAR KSTC 250453Z 00000KT 7SM CLR 21/20 A3002 RMK AO2 SLP166 T02110200

24 2353 MET12007/24/23 23:53:01 METAR KSTC 250553Z 09004KT 6SM BR CLR 21/19 A3002 RMK AO2 SLP167 T02110194 10256 20206 403110150 53004

National Environmental Satellite, Data, and Information Service Asheville, North Carolina 28801

Current Location: Elev: 1018 ft. Lat: 45.5442° N Lon: 94.0516° W

Station: ST. CLOUD REGIONAL AIRPORT, MN US WBAN:14926 (ICAO:KSTC)

Local Climatological Data Hourly Precipitation

July 2023 Generated on 11/01/2023

For Hour (LST) Ending at Date

1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM NOON 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM MID Date

01 01

02 02

03 0.01 M 03

04 0.01 0.06 T T T 04

05 05

06 06

07 07

08 08

09 T T 09

10 0.01 10

11 T T T 0.01 0.02 0.09 T 11

12 12

13 0.02 0.29 13

14 14

15 15

16 16

17 17

18 18

19 0.15 19

20 20

21 21

22 0.14 22

23 23

24 T 0.58 T 24

25 0.01 0.01 25

26 T 0.02 0.06 0.06 T 26

27 T 0.28 T 27

28 T T 28

29 M 29

30 T M M 30

31 31

Maximum Short Duration Precipitation Time Period (Minutes) 5 10 15 20 30 45 60 80 100 120 150 180 Precipitation (inches) 0.28 0.41 0.48 0.52 0.56 0.58 0.58 0.58 0.58 0.58 0.58 0.58

Ending Date Time (yyyy-mm-dd hh:mi)

2023-07-24 14:30

2023-07-24 14:31

2023-07-24 14:34

2023-07-24 14:38

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

2023-07-24 14:40

Hourly, daily, and monthly totals on the Daily Summary page and the Hourly Precipitation Table are shown as reported by the instrumentation at the site. However, NWS does not edit hourly values for its ASOS sites, but may edit the daily and monthly totals for selected sites which will be reflected on the Daily Summary page.

T = Trace s = Suspect

* = Erroneous blank = No precipitation observed M = Missing

Attachment C

Haag File: 05230396MN-1791/504

Roof Diagram cdegroot Text Box Legend T=Torn Shingle C=Creased Shingle R=Creased/Torn Ridge Shingle X = Slope Number cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box C cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box C cdegroot Text Box

CX4

cdegroot Text Box C cdegroot Text Box C cdegroot Text Box C cdegroot Text Box T cdegroot Text Box C cdegroot Text Box T cdegroot Text Box C cdegroot Text Box C cdegroot Callout Displaced siding cdegroot Arrow cdegroot Text Box N cdegroot Ellipse cdegroot Ellipse cdegroot Text Box cdegroot Ellipse cdegroot Text Box cdegroot Ellipse cdegroot Text Box cdegroot Text Box Area 1 cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot

T

Haag File: 05230396MN-1791/504

Roof Diagram cdegroot Arrow cdegroot Text Box N cdegroot Text Box Tx5 cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box Tx6 cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box Tx2 cdegroot Text Box Tx4 cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box T cdegroot Text Box Tx4 Cx1 cdegroot Text Box Tx3 Cx2 cdegroot Text Box T cdegroot Text Box Tx3 Cx1 cdegroot Text Box T cdegroot Ellipse cdegroot Text Box cdegroot Ellipse cdegroot Text Box cdegroot Text Box Legend T=Torn Shingle C=Creased Shingle R=Creased/Torn Ridge Shingle X = Slope Number cdegroot

Area 2

Haag File: 05230396MN-1791/504

Roof Diagram cdegroot Arrow cdegroot Text Box N cdegroot Polygon…