James Marlowe v. SCDOT

CourtCourt of Appeals of South Carolina
DecidedSeptember 6, 2023
Docket2020-000614
StatusPublished

This text of James Marlowe v. SCDOT (James Marlowe v. SCDOT) is published on Counsel Stack Legal Research, covering Court of Appeals of South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
James Marlowe v. SCDOT, (S.C. Ct. App. 2023).

Opinion

THE STATE OF SOUTH CAROLINA In The Court of Appeals

James Marlowe and Lori Marlowe, Appellants,

v.

South Carolina Department of Transportation (SCDOT), Respondent.

Appellate Case No. 2020-000614

Appeal from Florence County Michael G. Nettles, Circuit Court Judge

Opinion No. 6028 Heard June 7, 2023 – Filed September 27, 2023

AFFIRMED IN PART, REVERSED IN PART, AND REMANDED

Joseph Clay Hopkins, of Charleston, for Appellants.

John B. McCutcheon, Jr., of Thompson & Henry, PA, of Conway; Carmen Vaughn Ganjehsani, of Richardson Plowden & Robinson, PA, of Columbia; and S. Ashley Gwin, of Conway; all for Respondent.

GEATHERS, J.: In this action, Appellants James Marlowe and Lori Marlowe appeal the circuit court's order granting Respondent South Carolina Department of Transportation (SCDOT)'s motion for summary judgment. The Marlowes argue summary judgment was inappropriate because (1) SCDOT's negligence was a question for the jury; (2) the acts performed by SCDOT were sufficient to support a finding of inverse condemnation; and (3) the Stormwater Management and Sediment Reduction Act (Stormwater Act) does not apply. We affirm in part, reverse in part, and remand.

FACTS

The Marlowes are the owners of property located in Pamplico, South Carolina (the Property). In August 2013, SCDOT conducted a hydraulic design study in preparation for a project to widen sections of U.S. Highway 378 (the Project). As a part of the study, the SCDOT examined various conditions related to the roadway abutting the Property and concluded that existing bridge box culverts in the area would continue to protect against a 100-year flood event. 1 SCDOT also planned to replace the existing culvert near the Property with a larger one to alleviate drainage issues associated with the Project. While the specific dates are unclear, the parties agree that construction had begun in 2015 and that by 2016, the new elevated roadway had been laid adjacent to the existing highway.

On October 4, 2015, torrential rain poured across South Carolina during what came to be known as "the thousand-year-flood." 2 During this cataclysmic event, the Property experienced high levels of flooding. The Marlowes salvaged some of their belongings and moved out of their residence. After extensive work was performed on the Property with assistance from the Federal Emergency Management Agency,

1 To meet SCDOT's hydraulic requirements, a culvert must be able to divert water away from one side of a highway to another up to a "100-year flood."

The term "100-year flood" is used in an attempt to simplify the definition of a flood that statistically has a 1-percent chance of occurring in any given year. Likewise, the term "100-year storm" is used to define a rainfall event that statistically has this same 1-percent chance of occurring.

Water Science School, The 100-Year Flood, U.S. Geological Surv., https://www.usgs.gov/special-topics/water-science-school/science/100-year-flood (June 7, 2018). 2 Referring to the 2015 weather event as the "thousand-year flood" is a misnomer because, as will be discussed later in this opinion, the likelihood that this event will occur in a given year is more than 1 in 1,000. Thus, to avoid confusion, we will refer to this event as the "2015 event." the Marlowes were able to move back to the Property. On October 5, 2016, approximately eight weeks after the Marlowes moved back, Hurricane Matthew (2016 event) hit South Carolina and the Property flooded again with approximately 15 to 16 inches of rain. The Marlowes have been unable to return to the Property.

On February 22, 2019, at the request of the Marlowes' counsel, Applied Building Sciences (ABS) conducted an engineering evaluation assessing the impact of the flood on the property (ABS report).

Using data collected from volunteer precipitation measuring stations 3, ABS discovered that during the 2015 event,

[t]he two stations closest to the subject property recorded a peak 24-hour precipitation of 5.96[]inches to 6.52[]inches, which corresponds to a return interval 4 of greater than 10[]years but less than 25[]years; [and] . . . [t]he two stations closest to the subject property recorded a 4-day precipitation of 12.76[]inches to 14.16[]inches,

3 These stations are commonly known as "CoCoRaHS stations." According to the CoCoRaHs website, "CoCoRaHS is an acronym for the Community Collaborative Rain, Hail and Snow Network. CoCoRaHS is a unique, non-profit, community- based network of volunteers of all ages and backgrounds working together to measure and map precipitation (rain, hail and snow)." About Us, Cmty. Collaborative Rain, Hail & Snow Network, https://www.cocorahs.org/Content.asp x?page=aboutus (last visited Sept. 25, 2023). 4 "The recurrence [or return] interval is based on the probability that the given event will be equaled or exceeded in any given year." Floods: Recurrence intervals and 100-year floods, U.S. Geological Surv., https://www.usgs.gov/centers/new-jersey- water-science-center/floods-recurrence-intervals-and-100-year-floods (last visited Sept. 25, 2023). At each return interval, precipitation frequency estimates vary by time. For example, at the Property's location, a 100-year event occurs when 9.346 inches of rain fall within the peak 24 hours of a storm. See NOAA Atlas 14 Point Precipitation Frequency Estimates: SC, NOAA's Nat'l Weather Serv.: Hydrometeorological Design Studies Ctr., https://hdsc.nws.noaa.gov/pfds/pfds_ma p_cont.html?bkmrk=sc (last visited Sept. 25, 2023). However, a 100-year event also occurs when 11.6 inches of rain fall within the peak four days of a storm. See id. corresponding to a return interval of between 200[] to 500[]years[.]

ABS found that during the 2016 event,

[t]he two stations closest to the subject property recorded a peak 24-hour precipitation of 6.24[]inches to 6.30[]inches, which corresponds to a return interval of greater than 10[]years but less than 25[]years; [and] . . . [t]he station closest to the subject property with four consecutive days of data available recorded a total of 11.37[]inches, corresponding to a return interval of between 100[] to 200[]years[.] 5

In 2016, SCDOT received a customer service complaint from the Marlowes asking for an explanation of some of the design elements of the Project. Brian Dix, the program manager of the project, called the Marlowes to explain the Project's construction status. Specifically, Dix explained that a new culvert was being installed that should assist with drainage, but that the culvert could not be fully implemented until a nearby bridge over the Lynches River was completed. Dix stated that the bridge's construction needed to be prioritized due to traffic difficulties.

In January 2017, the bridge was completed, the old roadway was removed, and the new culvert was fully constructed to support the new elevated highway. Later that year, SCDOT began to receive complaints from property owners affected by the 2015 and 2016 weather events. In response to these complaints, SCDOT conducted a more detailed survey of the area that included the Property. Based on more accurate data than was available in their original survey conducted in 2013, SCDOT found that before the construction began, the existing culvert would be at capacity when impacted by "a flood associated with the 25-year return interval and potentially the ten-year interval." Floods of greater magnitude would result in a phenomenon known as "overtopping." Overtopping occurs where an overburdened drainage system fails to divert water away from a roadway and as a result, the roadway becomes flooded with the excess water.

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