Flooding. General C-1. Flood Probability Summary. Source: FEMA
|
|
- Joseph Burke
- 5 years ago
- Views:
Transcription
1 Flooding General Flooding is the leading cause of death among all types of natural disasters throughout the United States. Typically the result of heavy precipitation, snowmelts, and ice jams, major flood events can last several days or weeks. Unfortunately, many homeowners fail to realize the average insurance policy does not cover flooding. For this reason, floods are a costly and dangerous hazard. A property s vulnerability to a flood depends on its location in the floodplain. Properties that reside along the banks of a waterway are the most vulnerable. A property within the floodplain is broken into sections, depending on its distance from the waterway. The 10-year flood zone is the area that has a 10 percent chance of being flooded every year. However, this label does not mean this area cannot flood more than once every 10 years. It simply designates the probability of a flood of this magnitude every year. Further away from this area is the 50- Flood Probability Summary year floodplain. This area includes the entire 10-year floodplain, plus additional property. The probability of a flood of this magnitude occurring during a one-year period is two percent. A summary of flood probability is shown here. Flood Recurrence Intervals 10 year 50 year 100 year 500 year Source: FEMA Chance of Occurrence 10.00% 2.00% 1.00% 0.20% In the past, most of Snyder County s flood problems resulted from seasonal change. With winter thaws and spring rain, the County has experienced the most flooding in late winter and early spring months (February-April). During winter thaws, pieces of ice can often back up and jam waterways, causing flooding. Flooding poses the biggest threat to those who reside or conduct business in the floodplain. The most significant hazard exists for businesses in the floodplain that process, use, and/or store hazardous materials. A flood could potentially allow for hazardous materials to leak out of these areas. As the water recedes, it could spread the hazardous materials throughout the area. Also threatened are the agricultural areas in the floodplain. Snyder County is mostly rural, and flooding could result in significant agricultural losses. Most flood damage to property and structures located in the floodplain is caused by water exposure to the interior, high velocity water, and debris flow. Snyder County is prone to two types of floods: riverine flood, which occurs in the floodplain of a river or stream when the amount of water and the rate at which it is moving increases; and flash flood, a type of riverine flood that occurs after a heavy storm, when the ground cannot absorb C-1
2 the high amount of precipitation. This can occur when heavy precipitation falls on frozen or already saturated soil. C-2
3 C-3
4 Flooding Municipal Hazard Analysis History Snyder County will experience flooding during any given year. Typically, this flooding results from heavy rain or spring thaws. Snyder County Event History Location Date Type Deaths Eastern PA 11/23/1993 Flood/Flash Flood 0 Snyder County 10/21/1995 Flood/Flash Flood 0 Snyder County 1/19/1996 Flash Flood 1 Snyder County 9/6/1996 Flash Flood 0 Middleburg 9/13/1996 Flash Flood 0 Snyder County 12/1/1996 Flash Flood 0 Snyder County 12/13/1996 Flash Flood 0 Western Snyder County 9/11/1997 Flash Flood 0 Snyder County 1/8/1998 Flash Flood 0 Snyder County 3/19/1998 Flash Flood 0 Snyder County 4/19/1998 Flash Flood 0 Middleburg 8/20/1999 Flash Flood 0 Eastern Snyder County 9/6/1999 Flash Flood 0 Snyder County 9/16/1999 Flash Flood 0 Snyder County 9/30/1999 Flash Flood 0 Middleburg 9/23/2003 Flash Flood 0 Snyder County 9/23/2003 Flood 0 Snyder County 9/23/2003 Flood 0 Snyder County 12/11/2003 Flood 0 Snyder County 9/17/2004 Flood 2 Snyder County 9/17/2004 Flood 0 Snyder County 3/29/2005 Flood 0 Snyder County 3/29/2005 Flood 0 Source: National Climatic Data Center (NCDC) C-4
5 Many of these flood events have resulted in historic crest levels. As reported by the National Weather Service, historic crest levels seen at Penns Creek are shown in the following table: Penns Creek - Historic Crests Crest Level Date ft 6/23/ ft 1/19/ ft 9/16/ ft 2/26/ ft 9/18/ ft 3/18/ ft 2/15/ ft 1/25/ ft 3/31/ ft 8/24/1933 Penns Creek - Flood Categories Major Flood Stage Moderate Flood Stage Flood Stage Action Stage Source: National Weather Service 12 ft 10 ft 8 ft 6 ft Flood Vulnerability Summaries for Municipalities The following municipal summaries detail flood threats in Snyder County. Not all municipalities in the County are included, because they are not equally vulnerable. This analysis was performed by the Federal Emergency Management Agency (FEMA) Flood Insurance Study. C-5
6 Adams Township Adams Township is located in the north central portion of Snyder County, bordered to the north by Union County; to the south by Beaver Township; to the east by Centre and Franklin Townships; and to the west by Spring Township. The Township contains Walker Lake as one of its major geographical features. This area is home to 852 residents and sits approximately 60 miles northwest of the City of Harrisburg. Limited flood data is available for Adams Township. Known flooding has occurred along the North Branch of Middle Creek and its tributaries, Moyer s Mill Run, and Walker Lake. C-6
7 C-7
8 Beaver Township Beaver Township is located in the west central portion of Snyder County. Beaver Township is bordered to the north by Adams Township; to the south by West Perry Township; to the east by Franklin Township; and to the west by Spring Township. Beaver Township surrounds Beavertown Borough. The Township contains Middle Creek as one of its major geographical features which runs generally west to east in the northern portion of the township. This area has a population of 527 residents and is approximately 55 miles northwest of the City of Harrisburg. Limited flood data is available for Beaver Township. Known flooding has occurred along Middle Creek, North Branch Middle Creek, and the smaller tributaries of Kern Run, Lupher s Run, and Wetzel Run. C-8
9 C-9
10 Beavertown Borough Beavertown Borough is located in the west central portion of Beaver Township. The Borough is bordered to the north, south, east, and west by Beaver Township and extends outward from U.S. Route 522. Beavertown Borough is home to 870 residents and is approximately 55 miles northwest of the City of Harrisburg. Limited flood data is available for Beavertown Borough. Known flooding has occurred along Kern Run to the west, Lupher s Run, and Wetzel Run to the east. C-10
11 C-11
12 Center Township Center Township is bordered by Adams Township to the west, Franklin Township to the south, Middlecreek and Jackson Townships to the east, and Limestone and Lewis Townships to the north. Center Township is in north central Snyder County and is home to 2,299 residents. Moderate flooding is experienced along Penns Creek in Center Township. C-12
13 C-13
14 Chapman Township Incorporated in 1820, Chapman Township is located in southeastern Snyder County, approximately 25 miles north of the City of Harrisburg. Chapman Township is bordered by Union Township to the north, Washington Township to the northwest, Perry Township to the west, Susquehanna Township to the south, and Lower Mahanoy to the east and southeast. U.S. Route 104 and U.S. Route 11/15 are the primary roads in Chapman Township. U.S. Route 104 runs north to Middleburg Borough, and U.S. Route 11/15 runs north to Selinsgrove Borough. Chapman jurisdiction covers 11.8 square miles and is primarily an agriculture and woodlands community. Chapman s population of 1,439 is scattered throughout the Township. Historical data indicates that flooding can occur during any time of year in Chapman Township. Each year, this Township can anticipate an average of 41 thunderstorms (60 percent in the summer, 25 percent in the spring, 14 percent in the fall, and 1 percent in the winter). Larger storms, such as Tropical Storm Agnes of 1972, Tropical Storm Ivan of 2004, and Tropical Storm Dennis of 2005 have become more frequent. Heavy rain can inundate a large portion of the floodplain in Chapman Township. West Mahantango and North Branch Mahantango Creek can also be affected by storms of all magnitudes. Using stream gauges along the Susquehanna River in Sunbury, PA, Chapman Township has been involved in four major flood events in the past 100 years. These events, in order of decreasing magnitude, occurred on June 24, 1972, March 19,1936, May 29, 1946, and March 11, The June 1972 flood had a recurrence interval between years. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of No stream gages exist along the West Mahantango and North Branch Mahantango Creek. However, personal interviews conducted by FEMA and the Pennsylvania Department of Transportation District 3 indicate the June 1972 flood was a 50-year flood. C-14
15 C-15
16 Franklin Township Located in central Snyder County, Franklin Township is approximately 36 miles north of the City of Harrisburg. Center Township is located to the north of Franklin, while Adams and Beaver Townships are located to the west. West Perry and Perry Townships are located to the south, and Washington Township is located to the east. Incorporated in 1853, Franklin Township completely surrounds Middleburg Borough. More than 2,000 residents can be found in this primarily rural township that covers 28.2 square miles. Flooding can occur anytime in Franklin Township. On average, 41 thunderstorms (60 percent in the summer, 25 percent in the spring, 14 percent in the fall, and 1 percent in the winter) can be expected. Larger storms, such as Tropical Storm Agnes of 1972, Tropical Storm Ivan of 2004, and Tropical Storm Dennis of 2005 can severely impact Middle Creek. A large amount of floodplain land is affected by this creek as it travels through the Township. Additionally, TR 439 and LR 690 travel through the floodplain Middle Creek currently has no flood gauges on it. However, it is known that flooding occurred in 1889, 1933, 1936, 1942, 1952, 1956, 1972, 2004, and The June 1972 flood was estimated to be a 500-year flood on Middle Creek. The tributaries of Middle Creek experienced a 10-year flood during June This was based on personal interviews with residents and high-water marks from structures along Stumps Run. C-16
17 C-17
18 Freeburg Borough Freeburg Borough is located in the east central portion of Snyder County, surrounded by Washington Township. This area is home to 584 residents and sits approximately 45 miles north of the City of Harrisburg. Limited flood data is available for Freeburg Borough. Known flooding has occurred along Dry Run and the Susquehanna Creek. C-18
19 C-19
20 Jackson Township Residing in northeastern Snyder County, Jackson Township is home to 1,297 residents and is approximately 45 miles north of the City of Harrisburg. To the north, one can find New Berlin Borough and Limestone and Union Townships. Jackson Township also shares a border with Center Township to the west, Middle Creek and Penn Townships to the south, and Monroe Township to the east. Jackson Township was incorporated in 1854 and is a total of 14.8 square miles. Mostly rural and undeveloped, Jackson Township is situated on State Route 204 about half a mile south of Penns Creek. On average, Jackson Township gets inches of rain per year that primarily drains into Penns Creek. Penns Creek drainage area serves 310 square miles. Flooding can occur any time of year in Jackson Township. Large storms affect large amounts of floodplain land in the Township. U.S. Geological Survey (USGS) gauge number 5550, located upstream on Penns Creek, has been in operation since In June of 1972, 34,600 cubic feet per second (cfs) were discharged from Penns Creek, with a recurrence interval of 240 years. This is followed by 19,800 cfs in September 1934 (40-year recurrence), and 15,700 cfs in March 1936 (20-year recurrence). These occurrences were a result of either spring rainfall and snowmelts, or tropical storms that moved north along the Atlantic coastline. C-20
21 C-21
22 McClure Borough McClure Borough is located in the southwestern tip of Snyder County. McClure Borough is bordered to the north, east, and west by West Beaver Township. The Snyder County line runs along the southern end of the Borough, with Mifflin County to the south. This area has a population of 975 residents and is approximately 55 miles northwest of the City of Harrisburg. Limited flood data is available for McClure Borough. Flooding is known to occur along the South Branch of Middle Creek. C-22
23 C-23
24 Middleburg Borough Completely surrounded by Franklin Township, Middleburg Borough is located in central Snyder County, about 40 miles north of the City of Harrisburg. Composed of 1.2 square miles in area, Middleburg is about 27 percent residential, 9 percent industrial, 2 percent commercial, 52 percent open space, and 10 percent miscellaneous and civic uses. Older structures are typically found to the north of Middle Creek, while newer ones are found to the south. The 1,363 residents of Middleburg can expect about 41 inches of rain evenly distributed throughout the year. Middleburg Borough has experienced extensive flooding in the past, particularly in the French Flats. Located between the U.S. Route 522 bridge over an area referred to as The Gut, and the U.S. Route 522 bridge over Middle Creek, the French Flats have recorded at least 46 occasions of flooding between Backwaters can cause flooding at that confluence of Middle Creek and Stumps Run in Middleburg Borough. Middleburg, like most municipalities in Snyder County, will experience flooding during all seasons. On average, 41 thunderstorms occur annually: 60 percent in the summer; 25 percent in the spring; 14 percent in the fall; and 1 percent in the winter. Larger storms have the ability to cause severe flooding in Middleburg Borough. No stream gauges currently exist along Middle Creek. However, it is known that major flooding occurred in 1889, 1927, 1933, 1936, 1942, 1952, 1956, 1972, 2004, and During the 1972 flood, Middle Creek experienced water levels at the 500-year mark. During the same event, Stumps Run experienced water levels at the 10-year flood mark. C-24
25 C-25
26 Middlecreek Township Located 36 miles to the north of the City of Harrisburg, Middlecreek Township is located in central Snyder County. Jackson Township is located to the north, Penn Township to the east, Washington Township to the south, and Center and Franklin Townships to the west. Middlecreek was incorporated in 1838, and was later subdivided to form Jackson Township. Middlecreek s 2,031 citizens are scattered along U.S. Route 522 in the south central portion of the Township s 13.6 square miles. Approximately inches of rain falls in Middlecreek Township annually. Seventy percent of this rainfall drains into the Middle Creek watershed. The remaining 30 percent flows into Penns Creek. The June 1972 flood caused extensive damage in the Township, particularly to the Wood-Mode Cabinet Company s showroom. A 1977 flood caused a high degree of ground erosion in certain areas of the Township. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of Flooding can and will occur in Middlecreek any time during the year. Thunderstorms are usually the culprit of stream flooding. On average, 41 thunderstorms occur in Middlecreek Township: 60 percent in the summer; 25 percent in the spring; 14 percent in the fall; and 1 percent in the winter. No stream gauges are located on Middlecreek. However, recorded events note that major flood events occurred in 1889, 1927, 1933, 1936, 1942, 1952, 1956, 1972, 2004, and Middle Creek experienced a 500-year flood during June 1972, while Tributary 1 was considered to have registered between the 10- to 100-year level. C-26
27 C-27
28 Monroe Township Monroe Township was incorporated in 1856 and currently has a population of 4,064. The Susquehanna River forms the southeast boundary of the Township, while Penns Creek forms the southwest boundary. The floodplain areas along the Susquehanna River include undeveloped land, small cottages, commercial development separated by a highway, residential development, and a portion of a steam power generating plant. Susquehanna flood data in Monroe Township dates back to Other large floods have occurred in 1784, 1810, 1833, 1846, 1847, 1865, 1889, 1904, 1913, and Several hundreds of thousands of dollars in flood damage was caused by the Great Flood of This flood caused water levels on the Susquehanna River to rise to 34.8 feet in Snyder County. Tropical Storm Agnes caused the Susquehanna to rise to feet. Residents experienced river cresting at feet in September Road closures and evacuations are typical in flood-prone areas of Monroe Township during flood watches and warnings. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of C-28
29 C-29
30 Penn Township Located in eastern Snyder County, Penn Township shares a border with Middlecreek Township to the west, Jackson Township to the north, Monroe Township to the northeast, Selinsgrove Borough and Lower Augusta Township to the east, Washington Township to the southwest, and Union Township to the south. Several of these borders are formed by the Susquehanna River, and Penns and Middle Creeks. Between the Susquehanna River and Penns Creek, one can find a flood-prone area known as the Isle of Que. Penn Township covers an area of 18.1 square miles and currently has 3,894 residents. Penn Township was incorporated in 1758 and was originally a part of Northumberland County. Annually, Penn Township gets inches of rainfall. Most flooding hazards in Penn Township are caused by the Susquehanna River and Penns Creek. Tropical Storm Agnes of 1972 brought with it a 620,000 cubic feet per second (cfs) and a 200-year flood along the Susquehanna River. Local streams and tributaries also experienced high flows. Penns Creek saw its cfs record nearly double at 34,600 cfs. The Isle of Que experienced the worst damage in June Homes, farm buildings, machinery, and crops were all damaged in this area. Many homes were also destroyed by the high waters of Penns Creek. A few residential and agricultural reports were noted from Middle Creek. However, these reports were minor when compared with those along Penns Creek and the Susquehanna River. Many roads and utilities were disrupted throughout the region. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of C-30
31 C-31
32 Perry Township Perry Township is located in southeastern Snyder County. Susquehanna Township is located to the south, Monroe and West Perry Townships are located to the west, Franklin Township is located to the north, Washington Township is located to the northeast, and Chapman Township is located to the east. This area is home to 2,036 people and is approximately 28 miles north of the City of Harrisburg. Limited flood data is available for Perry Township. Known flooding has caused water damage to structures along the West Branch and North Branch at Mahantango Creek. C-32
33 C-33
34 Selinsgrove Borough Selinsgrove Borough is home to several major north-south highways, including U.S. Route 11/15 and U.S. Route 522. This area is in the northeastern section of Snyder County and is the most densely populated borough within the County. Incorporated in 1827, Selinsgrove Borough is home to 5,374 residents. Roughly, 17.4 percent is residential, 3.5 percent industrial/ commercial, 13.4 percent public/semi-public/institutional, 16 percent utilities, and 43 percent is open space/recreation land uses. Annually, inches of rainfall are expected and flooding can occur during any season. Also, 41 thunderstorms occur on average: 60 percent in the summer; 25 percent in the spring; 14 percent in the fall; and 1 percent in the winter. Large storms typically inundate large areas in the floodplain, because of Selinsgrove s proximity to the Susquehanna River and Penns Creek. The USGS gauge at Sunbury, PA recorded four major floods on the Susquehanna River in the last 100 years. In order of decreasing magnitude, these floods occurred in June 1972, March 1936, May 1946, and March Substantial upstream reservoir and protective levee construction in the Susquehanna River basin has occurred in the past 100 years. It is estimated that the June 1972 flood had a recurrence of 170 years. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of The highest discharge levels on the Susquehanna River were gauged at 34,600 cubic feet per second (cfs) in June 1972, 19,800 in September 1934, and 15,700 cfs in March The recurrence intervals of these floods were 240 years, 40 years, and 20 years respectively. Typical flooding in Selinsgrove occurs from spring rainfall and snowmelt or tropical storms that travel along the Atlantic coastline, such as Tropical Storm Agnes of 1972, Tropical Storm Ivan of 2004, and Tropical Storm Dennis of The June 1972 flood generated by Tropical Storm Agnes did not reach the 10-year flood zone level. However, it is possible that flooding from this event could have reached higher levels if there had not been several alternative flow paths for diversion of discharge into other watersheds. Given the parallel flow of the Susquehanna River and Penns Creek, considerable flooding can occur along the Market Street business district corridor in Selinsgrove. The South Tributary also causes damage. This is particularly relevant to the Sasafras Avenue area upstream. C-34
35 C-35
36 Shamokin Dam Borough Shamokin Dam Borough is about 1.8 square miles of land along the Susquehanna River in eastern Snyder County. This Borough is home to 1,473 residents and is approximately 45 miles north of the City of Harrisburg. Flood problems in Shamokin Dam are much like those in Monroe Township. Monroe Township completely surrounds the north, west, and south side of Shamokin Dam. The east side of the Borough is bordered by the Susquehanna River. Susquehanna flood data in Shamokin Dam dates to Other large floods have occurred in 1784, 1810, 1833, 1846, 1847, 1865, 1889, 1904, 1913, and Several hundreds of thousands of dollars in flood damage was caused by the Great Flood of This flood caused water levels on the Susquehanna River to rise to 34.8 feet in Snyder County. Tropical Storm Agnes caused the Susquehanna to rise to feet. Residents experienced river cresting at feet in September of Road closures and evacuations are typical in flood-prone areas of Shamokin Dam during flood watches and warnings. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of C-36
37 C-37
38 Spring Township Approximately 40 miles northwest of the City of Harrisburg, Spring Township is located in southwestern Snyder County. Hartley Township is located to the north, while West Perry Township is located to the south. Adams Township is located to the northeast, Beaver Township to the southeast, and West Beaver Township to the west. Spring Township is home to 1,574 citizens. Minor flooding will occur along Middle Creek, South Branch Middle Creek, Beaver Creek, and Stony and Swift Runs. C-38
39 C-39
40 Union Township Union Township was incorporated in 1869 in southeastern Snyder County. This area is approximately 30 miles to the north of the City of Harrisburg. Lower Augusta and Jackson Townships are located to the east, while Penn Township is located to the north. Washington Township is to the west, and Chapman and Lower Mahanoy Townships are to the south. Union Township consists of 13.9 square miles, is primarily rural and undeveloped, with only 1,537 residents. Visitors can access Union Township using U.S. Route 11/15. Union Township experiences about 41 inches of rainfall per year. This rain can have an adverse affect on the eastern part of the Township near the Susquehanna River and Penns Creek. Middle Creek impacts the northern area of the Township, while Silver Creek impacts the southern area. Overall, the banks of these waterways are undeveloped. However, pockets of development can be found along the Susquehanna River and Silver Creek. Flooding can occur during any season in Union Township. On average, 41 storms impact the Township: 60 percent in the summer; 25 percent in the spring; 14 percent in the fall; and 1 percent in the winter. Flooding will typically occur on the smaller streams with localized storms. This increase in water flow can cause flooding along the Susquehanna River. Within the last 100 years, four major flood events have occurred along the Susquehanna River. In order of decreasing magnitude, these floods occurred in June 1972, March 1936, May 1946, and March The Susquehanna River experienced water levels that were comparable to a 100- to 500-year flood during the June 1972 flood. Other large events included Tropical Storm Ivan of 2004 and Tropical Storm Dennis of Middle Creek does not have a gauge system; however, it is known that major flooding occurred in 1889, 1927, 1933, 1936, 1942, 1952, 1956, 1972, 2004, and Middle Creek experienced a recurrence interval of 500 years during June Silver Creek, however, was only listed between the 100- to 500-year level during the flood of June C-40
41 C-41
42 Washington Township Located in the eastern portion of Snyder County, Washington Township is bordered by Union and Chapman Townships to the southeast, Penn Township to the northeast, Middlecreek Township to the north, Franklin Borough to the northwest, and Perry Township to the southwest. Currently, 1,590 residents live in Washington Township. No flood data is currently available for Washington Township. C-42
43 43
44 West Beaver Township West Beaver Township is located in the southwestern corner of Snyder County. The county boarder runs along the south and west edges of West Beaver Township with McClure Borough to the south, Mifflin County to the south and west, Spring Township to the east, and West Perry Township carving in along the southern boarder. West Beaver Township is home to 1,124 residents and is approximately 55 miles northwest of the City of Harrisburg. Limited flood data is available for West Beaver Township. Flooding can occur along the South Branch of Middle Creek. 44
45 45
46 West Perry Township Sharing a border with Perry Township to the east, Franklin Township to the northeast, Beaver and Spring Townships to the north, West Beaver Township to the northwest, Fayette Township to the southwest, and Monroe Township to the south, West Perry Township is located in southern Snyder County. Approximately 1,060 citizens reside in West Perry Township. Limited flooding will affect structures along the West Branch Mahantango Creek. 46
47 C-47
48 Probability Flooding is a frequent annual event that affects every municipality in Snyder County. There is a high probability that the County will experience low- to high-impact flooding late in the winter and much of the spring seasons. The potential also exists for periodic flooding along lakes, streams, rivers, and tributaries throughout the remainder of the calendar year. Maximum Threat Potential flooding impacts range from very low to catastrophic depending on the type and location of the flooding. The maximum threat to the County lies along the floodplains of the Susquehanna River and Penn s Creek with the impact flooding in these areas would have to the County s social and economic vitality. The eastern tier municipalities of Monroe, Penn, Union, and Chapman Townships, and the Boroughs of Shamokin Dam and Selinsgrove experience the maximum threat of flooding from the Susquehanna River. Center, Jackson, Middlecreek, Union, and Penn Townships are at maximum threat of flooding from Penn s Creek. The maximum threat for Snyder County exists at the confluence of the Susquehanna River and Penn s Creek, along the U.S. Route 11/15 transportation corridor in the vicinity of Selinsgrove and Shamokin Dam. Consequently, these dense population centers and surrounding residential communities would also experience the greatest impact. The potential for loss of life and injuries to occur in these areas is high. Additionally, the longterm impact severe flooding could have to the health and safety of citizens is high. Depending on the scope and magnitude of the flooding, the likelihood of long-term economic disruption is possible. Flooding may have a moderate impact on property, facilities, and infrastructure with varying levels of damage to structures in the affected area. Mobile homes are especially threatened. Basic life support systems may experience moderate impact, as disruptions for short periods of time could occur. Government operations are expected to continue without disruption. The environmental impact should be minimal, unless hazardous materials are released as a result of the flooding. Secondary Effect Power failure is the most likely secondary effect that results from flooding. Power failures, combined with a shortage of critical services and supplies, could cause a public health emergency. Disruption in traffic patterns could place a strain on the County s transportation networks, increase the frequency of traffic accidents, and lead to a deterioration in emergency service coverage for both affected and unaffected areas. Flooding also has the potential to cause landslides along steep gradient areas and can introduce hazardous materials into the environment. The latter can occur as industrial, commercial, and public infrastructure facilities become inundated with floodwater. The most dangerous secondary effect could be the failure of dams in the County. Although unlikely, the possibility exists of the Susquehanna River forcing a total or partial failure of the Adam T. Bower Memorial Dam. More likely, however, is C-48
49 the failure of smaller dams, such as Walker and Faylor Lake Dams along Middle Creek and Kern Run Dam. Additionally, small earthen and man-made dams along Penn s Creek and Middle Creek are susceptible to failure, though their impact would be minimal. Severe flooding may have long-term secondary effects that affect the population, economy, and infrastructure of the County. Escalating costs of damages to private structures and the frequency of flooding can cause permanent population displacement. Small businesses that contribute to the local economy may close if unable to recover from damages. Disruptions to commerce and/or transportation modes can have an adverse effect on municipal economies in affected areas. Critical infrastructure, such as sewage and water treatment facilities, can be irreparably damaged. C-49
50 The Wyoming Valley Levee Raising Project Flood Warning and Response System 1 The Flood Warning and Response System (FWRS) is a component of the Wyoming Valley Levee Raising Project. It is an automated flood plain mapping system designed to be used with Geographic Information Systems (GIS) technology as a planning and warning tool for a portion of the Susquehanna River. The National Weather Service (NWS) routinely predicts expected river levels at specific points in the study area. The FWRS will allow the system user to enter NWS predictions into the system and will create an extent-of-flooding map based on those predictions. It will then be able to determine levels of impact a particular flood event will have on buildings and infrastructure in terms of depth of flooding, and in the case of buildings, expected damages. The user can use this information to begin the warning notification process, plan evacuation routes as needed, estimate damages before flooding occurs, and evaluate many other flood planning scenarios. The FWRS is currently in the design stage as the large volume of base information and modeling required for such a system is being developed and compiled in GIS. The U.S. Army Corps of Engineers is leading a cooperative effort with other federal, state, and local agencies to inform all interested parties of the details of the FWRS as it is designed. Key partners in this project include the Susquehanna River Basin Commission, Luzerne County Flood Protection Authority, NWS, U.S. Geological Survey, and the Federal and Pennsylvania Emergency Management Agencies. The Philadelphia District of the Army Corps of Engineers is developing the FWRS and the entire project is funded by the COE Baltimore District, LCFPA, and PA DEP. Digital Topography One of the first FWRS ingredients was the Digital Terrain Model (DTM), completed in early The DTM incorporates ground elevation (accurate to a two-foot contour interval), layout of streets, railroads, and bridges, location, size of all structures (about 84,000), and all water courses in the area. It covers an area from the southern boundary of Selinsgrove, Snyder County, to the northern boundary of Luzerne County about 110 river miles and includes elevations up to the approximate 500-year flood level. The DTM was compiled using aerial photography, and is complemented by digital orthophotographs (photos corrected for geometric distortions, such as curvature of the earth and viewing perspective). The topography is accurate to a two-foot contour interval and the model includes building footprints for approximately 84,000 structures in 1 March 22, 2006 C-50
51 the study area. The footprints also contain point elevations at all corners of each building. All transportation features and corporate boundaries are included as part of the DTM. Data that could not be collected by aerial photographic methods, such as bridge opening geometry and below the water surface riverbed geometry, has been collected in the field, verified by existing information and used to supplement the DTM. Structure Inventory Structural inventory and data collection efforts are currently underway. Structures in the 100- year floodplain will be inventoried as part of this effort. Information to be collected includes the name of property owner, building address, phone number, digital photos of each structure, first floor elevation, type of building use, and some additional information related to hazard mitigation planning efforts (possible building retrofit, relocation, and flood-proofing recommendations). For each building inventoried, additional data for a FEMA elevation certificate will also be gathered. Assessments will be made to associate structure and content damage curves with each applicable structure. The damage curves will be used with the depth of flooding to calculate damage estimates for each building for a specific flood event. These estimates can then be processed and reported in different ways according to county, community, or individual structure. Hydrology and Hydraulics The U.S. Army Corps Hydrologic Engineering Center (HEC) is currently developing an updated hydraulic model for the FWRS effort using the DTM with riverbed geometry. Once this model is complete, a series of flood profiles will be run and corresponding flood layers developed for flood events up to and including the 500-year flood discharge. The flood layers will be separated into a minimum of one-foot increments and rendered as flood inundation maps for each increment. A separate model will be developed that will account for the effects of backwater due to debris and ice blockages along the study area. System Use and Interface The system is set up to use predicted river stages at the four existing stream gauges in the study area as critical input data. Once a flood stage is predicted by the NWS at each stream gauge, the system user will input the prediction and have the FWRS automatically generate the depth-of-flooding layer that corresponds to that stage prediction. At this point, the user will have multiple output and viewing options accessible through a graphical user interface (GUI). The GUI will run on an ArcView-type platform and will make the system easy to use for any user. Any number of additional options will be available, including the generation of depth of flooding maps in digital and hard copy form, notification lists, and lists of impacted transportation features. The system interface will be designed and tested by the Corps Philadelphia District and HEC. Local officials will be consulted to make the system as user-friendly as possible. In C-51
52 addition, the final phase of the project will be the District s assistance with local implementation of the system, as needed. C-52
5.2. IDENTIFICATION OF NATURAL HAZARDS OF CONCERN
5.2. IDENTIFICATION OF NATURAL HAZARDS OF CONCERN To provide a strong foundation for mitigation strategies considered in Sections 6 and 9, County considered a full range of natural hazards that could impact
More informationCOMMUNITY EMERGENCY RESPONSE TEAM FLOODS INTRODUCTION
INTRODUCTION Floods are one of the most common hazards in the United States. A flood occurs any time a body of water rises to cover what is usually dry land. Flood effects can be local, impacting a neighborhood
More informationSTEUBEN COUNTY, NEW YORK. Hazard Analysis Report
STEUBEN COUNTY, NEW YORK Hazard Analysis Report Prepared by: April 1, 2014 Background On April 1, 2014 the Steuben County Office of Emergency Management conducted a hazard analysis using the automated
More informationFlooding in Western North Carolina: Some Spatial, Hydrologic, and Seasonal Characteristics CAUTION!! Outline. Basic Flood Facts.
Flooding in Western North Carolina: Some Spatial, Hydrologic, and Seasonal Characteristics J. Greg Dobson CAUTION!! National Environmental Modeling and Analysis Center RENCI at UNC-Asheville Engagement
More informationSection 4: Model Development and Application
Section 4: Model Development and Application The hydrologic model for the Wissahickon Act 167 study was built using GIS layers of land use, hydrologic soil groups, terrain and orthophotography. Within
More informationUPPER COSUMNES RIVER FLOOD MAPPING
UPPER COSUMNES RIVER FLOOD MAPPING DRAFT BASIC DATA NARRATIVE FLOOD INSURANCE STUDY SACRAMENTO COUTY, CALIFORNIA Community No. 060262 November 2008 Prepared By: CIVIL ENGINEERING SOLUTIONS, INC. 1325 Howe
More informationLocal Flood Hazards. Click here for Real-time River Information
Local Flood Hazards Floods of the White River and Killbuck Creek are caused by runoff from general, and/or intense rainfall. Other areas of flooding concern are from the Boland Ditch and Pittsford Ditch.
More informationPENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0 LYCOMING COUNTY S.R.15, SECTION C41 FINAL HYDROLOGIC AND HYDRAULIC REPORT STEAM VALLEY RUN STREAM RELOCATION DATE: June, 2006 REVISED:
More informationYELLOWSTONE RIVER FLOOD STUDY REPORT TEXT
YELLOWSTONE RIVER FLOOD STUDY REPORT TEXT TECHNICAL REPORT Prepared for: City of Livingston 411 East Callender Livingston, MT 59047 Prepared by: Clear Creek Hydrology, Inc. 1627 West Main Street, #294
More informationHydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba. FEBRUARY OUTLOOK REPORT FOR MANITOBA February 23, 2018
Page 1 of 17 Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba FEBRUARY OUTLOOK REPORT FOR MANITOBA February 23, 2018 Overview The February Outlook Report prepared by the Hydrologic
More informationFloods. Floods COMMUNITY EMERGENCY RESPONSE TEAM FLOODS CONTENT INSTRUCTOR GUIDANCE
Floods Floods Introduce this topic by explaining that floods are one of the most common hazards in the United States. A flood occurs any time a body of water rises to cover what is usually dry land. Display
More informationHydrologic Forecast Centre. Manitoba Infrastructure. Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK REPORT FOR MANITOBA.
Page 1 of 20 Hydrologic Forecast Centre Manitoba Infrastructure Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK REPORT FOR MANITOBA February 28, 2019 Overview The February Outlook Report prepared by the Hydrologic
More informationDelaware River Flood Advisory Committee
Delaware River Flood Advisory Committee A Partnership to Support Flood Mitigation Alan Tamm Pennsylvania Emergency Management Agency Bureau of Recovery and Mitigation atamm@state.pa.us Peter Gabrielsen
More informationJanuary 25, Summary
January 25, 2013 Summary Precipitation since the December 17, 2012, Drought Update has been slightly below average in parts of central and northern Illinois and above average in southern Illinois. Soil
More informationHydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba. MARCH OUTLOOK REPORT FOR MANITOBA March 23, 2018
Page 1 of 21 Hydrologic Forecast Centre Manitoba Infrastructure, Winnipeg, Manitoba MARCH OUTLOOK REPORT FOR MANITOBA March 23, 2018 Overview The March Outlook Report prepared by the Hydrologic Forecast
More informationRed River Flooding June 2015 Caddo and Bossier Parishes Presented by: Flood Technical Committee Where the Rain Falls Matters I-30 versus I-20 I-20 Backwater and Tributary Floods (Localized) 2016 Flood
More informationMulti-Jurisdictional Hazard Mitigation Plan. Table C.10 The Richter Scale. Descriptor Richter Magnitude Earthquake Effects
Geologic Hazards Earthquake Earthquakes are very rare in Pennsylvania and have caused little damage, with no reported injuries or causalities. Earthquakes that do occur in Pennsylvania happen deep within
More informationUSGS Flood Inundation Mapping of the Suncook River in Chichester, Epsom, Pembroke and Allenstown, New Hampshire
USGS Flood Inundation Mapping of the Suncook River in Chichester, Epsom, Pembroke and Allenstown, New Hampshire NH Water & Watershed Conference Robert Flynn, USGS NH-VT Water Science Center March 23, 2012
More informationThe Richter Scale. Micro Less than 2.0 Microearthquakes, not felt. About 8,000/day
Geologic Hazards General s are very rare in Pennsylvania and have caused very little damage and no reported injuries or casualties. Since the Commonwealth is not on an active fault, the earthquakes that
More informationGeologic Hazards. Montour County Multi-jurisdictional. General. Earthquake
Geologic Hazards General s are very rare in Pennsylvania and have caused little damage with no reported injuries or causalities. s that do occur in Pennsylvania happen deep within the Earth s crust. This
More informationAn overview of the applications for early warning and mapping of the flood events in New Brunswick
Flood Recovery, Innovation and Reponse IV 239 An overview of the applications for early warning and mapping of the flood events in New Brunswick D. Mioc 1, E. McGillivray 2, F. Anton 1, M. Mezouaghi 2,
More informationAppendix C Fluvial Flood Hazards
Appendix C Fluvial Flood Hazards Sea Level Rise Vulnerability Assessment and Adaptation Project March 2019 Contents Contents... i Figures... i Tables... i Definitions, Acronyms, & Abbreviations... ii
More informationTHE 3D SIMULATION INFORMATION SYSTEM FOR ASSESSING THE FLOODING LOST IN KEELUNG RIVER BASIN
THE 3D SIMULATION INFORMATION SYSTEM FOR ASSESSING THE FLOODING LOST IN KEELUNG RIVER BASIN Kuo-Chung Wen *, Tsung-Hsing Huang ** * Associate Professor, Chinese Culture University, Taipei **Master, Chinese
More informationThe last three sections of the main body of this report consist of:
Threatened and Endangered Species Geological Hazards Floodplains Cultural Resources Hazardous Materials A Cost Analysis section that provides comparative conceptual-level costs follows the Environmental
More informationGC Briefing. Weather Sentinel Hurricane Florence. Status at 5 PM EDT (21 UTC) Today (NHC) Discussion. September 13, 2018
GC Briefing September 13, 2018 Weather Sentinel Hurricane Florence Tropical storm conditions have been reported for areas of North Carolina and will continue to spread inland to the west and south. Hurricane
More informationUnited States Multi-Hazard Early Warning System
United States Multi-Hazard Early Warning System Saving Lives Through Partnership Lynn Maximuk National Weather Service Director, Central Region Kansas City, Missouri America s s Weather Enterprise: Protecting
More information5.2 IDENTIFICATION OF HAZARDS OF CONCERN
5.2 IDENTIFICATION OF HAZARDS OF CONCERN 2016 HMP Update Changes The 2011 HMP hazard identification was presented in Section 3. For the 2016 HMP update, the hazard identification is presented in subsection
More informationIllinois Drought Update, December 1, 2005 DROUGHT RESPONSE TASK FORCE Illinois State Water Survey, Department of Natural Resources
Illinois Drought Update, December 1, 2005 DROUGHT RESPONSE TASK FORCE Illinois State Water Survey, Department of Natural Resources For more drought information please go to http://www.sws.uiuc.edu/. SUMMARY.
More information5.2 IDENTIFICATION OF HAZARDS OF CONCERN
5.2 IDENTIFICATION OF HAZARDS OF CONCERN 2015 HMP Update Changes The 2010 HMP hazard identification was presented in Section 6. For the 2015 HMP update, the hazard identification is presented in subsection
More informationCITY OF TUSCALOOSA ORGANIZATION OF 2015 FMP FLOODPLAIN MANAGEMENT PLAN
CITY OF TUSCALOOSA FLOODPLAIN MANAGEMENT PLAN FMPC Meeting #2 July 8, 2015 ORGANIZATION OF 2015 FMP 2015 Floodplain Management Plan Structure Chapter 1 Introduction Chapter 2 Community Profile Chapter
More information4.1 Hazard Identification: Natural Hazards
data is provided in an annex, it should be assumed that the risk and potential impacts to the affected jurisdiction are similar to those described here for the entire Sacramento County Planning Area. This
More informationHazard Vulnerability Analysis Union County
Hazard Vulnerability Analysis Union County Union County Geographic Description Union County is located in northeastern Oregon and bordered by Baker and Grant County to the south, Wallowa County to the
More informationHAZARD DESCRIPTION... 1 LOCATION... 1 EXTENT... 1 HISTORICAL OCCURRENCES...
WINTER STORM HAZARD DESCRIPTION... 1 LOCATION... 1 EXTENT... 1 HISTORICAL OCCURRENCES... 3 SIGNIFICANT PAST EVENTS... 4 PROBABILITY OF FUTURE EVENTS... 5 VULNERABILITY AND IMPACT... 5 Hazard Description
More informationThe hydrologic service area (HSA) for this office covers Central Kentucky and South Central Indiana.
MONTH YEAR January 2011 February 15, 2011 X An X inside this box indicates that no flooding occurred within this hydrologic service area. January 2011 was drier than normal in all locations in the area.
More informationMulti-Jurisdictional Hazard Mitigation Plan. Table C.17 Disaster Declarations or Proclamations Affecting Perry County Presidential & Gubernatorial
Severe Weather General Severe weather affects the entire Commonwealth and can be expected any time of the year. Severe weather for Perry County is considered to include: blizzards and/or heavy snowfall,
More informationLecture 14: Floods. Key Questions
Lecture 14: Floods Key Questions 1. What is an upstream flood? 2. What is a downstream flood? 3. What were the setup conditions that cause floods? 4. What is a 100-year flood? 5. How are 100-year flood
More informationHEC & GIS Modeling of the Brushy Creek HEC & GIS Watershed Modeling of the
HEC & GIS Modeling of the Brushy Creek HEC & GIS Watershed Modeling of the By Cassandra Fagan 5, December 2014 http://ubcwatershedstudy.ursokr.com/images/ Contents Introduction... 3 Figure 1: 24-hour rainfall
More information2017 January Conditions Report Manitoba Hydrologic Forecasting and Coordination Branch Manitoba Infrastructure
2017 January Conditions Report Manitoba Hydrologic Forecasting and Coordination Branch Manitoba Infrastructure 1/30/2017 Page 1 of 22 Hydrologic Forecast Centre Manitoba Infrastructure and Transportation
More informationSIGNIFICANT EVENTS Severe Storms November 1994 January 1996 August 1998 and May 2000 March 2002 May 2002 Champaign County
SIGNIFICANT EVENTS Severe Storms November 1994 On Nov. 1, 1994, high winds gusted over 60 mph at times across the northwest third of Ohio. The highest measured wind gust was 63 mph at Columbus Grove (Putnam).
More informationBackground on the March 13-14, 2007 Flooding in Browns Valley (Traverse County), Minnesota
Background on the March 13-14, 2007 Flooding in Browns Valley (Traverse County), Minnesota Report to the Minnesota Governor s Office Prepared by: Minnesota Department of Natural Resources Waters Division
More informationFLOOD REPORT FOR MANITOBA. June 28, A Gale wind warning is in effect for Lake Manitoba and Lake Winnipeg
FLOOD REPORT FOR MANITOBA June 28, 2014 A Gale wind warning is in effect for Lake Manitoba and Lake Winnipeg Flood Warning*: Flood Watch*: High Water Advisory*: - Assiniboine River, from Shellmouth Dam
More informationUSING GIS TO MODEL AND ANALYZE HISTORICAL FLOODING OF THE GUADALUPE RIVER NEAR NEW BRAUNFELS, TEXAS
USING GIS TO MODEL AND ANALYZE HISTORICAL FLOODING OF THE GUADALUPE RIVER NEAR NEW BRAUNFELS, TEXAS ASHLEY EVANS While the state of Texas is well-known for flooding, the Guadalupe River Basin is one of
More informationAppendix E Guidance for Shallow Flooding Analyses and Mapping
Appendix E Guidance for Shallow Flooding Analyses and Mapping E.1 Introduction Different types of shallow flooding commonly occur throughout the United States. Types of flows that result in shallow flooding
More informationIDENTIFICATION OF HAZARDS OF CONCERN
IDENTIFICATION OF HAZARDS OF CONCERN To provide a strong foundation for mitigation strategies considered in Section 6, the Village considered a full range of hazards that could impact the area and then
More informationFlood Scenario Worksheet
Flood Scenario Worksheet Scenario adapted from: http://www.epa.gov/watersecurity/tools/trainingcd/simple/source/scenario-8/ssc8-0.pdf Simple Tabletop Exercise, Interdependency Natural Disaster Scenario,
More informationRISK ASSESSMENT COMMUNITY PROFILE NATURAL HAZARDS COMMUNITY RISK PROFILES. Page 13 of 524
RISK ASSESSMENT COMMUNITY PROFILE NATURAL HAZARDS COMMUNITY RISK PROFILES Page 13 of 524 Introduction The Risk Assessment identifies and characterizes Tillamook County s natural hazards and describes how
More informationDrought. Montour County Multi-jurisdictional. General. History
Drought General There are three different types of droughts that can be broadly defined as a time period of prolonged dryness that contributes to the depletion of ground and surface water. A meteorological
More informationUGRC 144 Science and Technology in Our Lives/Geohazards
UGRC 144 Science and Technology in Our Lives/Geohazards Flood and Flood Hazards Dr. Patrick Asamoah Sakyi Department of Earth Science, UG, Legon College of Education School of Continuing and Distance Education
More informationFLOOD/SCS EVENT, APRIL 28 MAY 4
REPORT DATE: May 4, 2017 EVENT DATE: April 28-May 4, 2017 FLOOD/SCS EVENT, APRIL 28 MAY 4 Event Summary General Significant Flood Outlook. SOURCE: National Weather Service. A significant severe thunderstorm
More informationRed River Levee Panel
Red River Levee Panel Mississippi River Commission Monday, August 9, 2017 Red River Levees in LA & AR NONE along TX & OK Boarder Red River Levee Issues Caddo Levee Cherokee Park Authorization Bossier Levee
More informationPequabuck River Flooding Study and Flood Mitigation Plan The City of Bristol and Towns of Plainville and Plymouth, CT
Pequabuck River Flooding Study and Flood Mitigation Plan The City of Bristol and Towns of Plainville and Plymouth, CT Raymond Rogozinski and Maged Aboelata The City of Bristol and Towns of Plainville and
More information5.2 IDENTIFICATION OF HAZARDS OF CONCERN
5.2 IDENTIFICATION OF HAZARDS OF CONCERN 2016 HMP Update Changes The 2011 HMP hazard identification was presented in Section 3. For the 2016 HMP update, the hazard identification is presented in subsection
More information3/3/2013. The hydro cycle water returns from the sea. All "toilet to tap." Introduction to Environmental Geology, 5e
Introduction to Environmental Geology, 5e Running Water: summary in haiku form Edward A. Keller Chapter 9 Rivers and Flooding Lecture Presentation prepared by X. Mara Chen, Salisbury University The hydro
More informationA More Comprehensive Vulnerability Assessment: Flood Damage in Virginia Beach
A More Comprehensive Vulnerability Assessment: Flood Damage in Virginia Beach By Raj Shah GIS in Water Resources Fall 2017 Introduction One of the most obvious effects of flooding events is death. Humans
More informationW I N T E R STORM HAZARD DESCRIPTION
W I N T E R STORM HAZARD DESCRIPTION... 1 LOCATION... 2 EXTENT... 2 HISTORICAL OCCURRENCES... 4 SIGNIFICANT PAST EVENTS... 4 PROBABILITY OF FUTURE EVENTS... 5 VULNERABILITY AND IMPACT... 5 HAZARD DESCRIPTION
More informationLOMR SUBMITTAL LOWER NESTUCCA RIVER TILLAMOOK COUNTY, OREGON
LOMR SUBMITTAL LOWER NESTUCCA RIVER TILLAMOOK COUNTY, OREGON Prepared for: TILLAMOOK COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 1510-B THIRD STREET TILLAMOOK, OR 97141 Prepared by: 10300 SW GREENBURG ROAD,
More informationA GEOGRAPHIC ASSESSMENT OF MAJOR DISASTER DECLARATIONS ACROSS THE LOWER 48 STATES
A GEOGRAPHIC ASSESSMENT OF MAJOR DISASTER DECLARATIONS ACROSS THE LOWER 48 STATES A summary report produced by the Southern Climate Impacts Planning Program (SCIPP) Author: James Hocker Southern Climate
More informationFlood and emergency preparedness CARNATION DUVALL CITIZEN CORPS DUVALL KING COUNTY FIRE DISTRICT 45 SEPTEMBER 11, 2018
Flood and emergency preparedness CARNATION DUVALL CITIZEN CORPS DUVALL KING COUNTY FIRE DISTRICT 45 SEPTEMBER 11, 2018 Let s get started Important info! Presenters Kathy Brasch, Carnation-Duvall Citizen
More informationAn Analysis of Past River Flooding at Select National Weather Service River Forecast Locations in South Carolina
An Analysis of Past River Flooding at Select National Weather Service River Forecast Locations in South Carolina Jeff C. Dobur AUTHOR: Sr. Hydrologist. National Oceanic and Atmospheric Administration,
More informationHurricane Matthew Threats and Impacts Briefing for Eastern NC
Hurricane Matthew Threats and Impacts Briefing for Eastern NC October 6 th, 2016 Date/Time Created: 10/6/2016, Noon EDT National Weather Service Newport/Morehead City, NC Hurricane Matthew Key Points Changes
More informationLOMR SUBMITTAL LOWER NEHALEM RIVER TILLAMOOK COUNTY, OREGON
LOMR SUBMITTAL LOWER NEHALEM RIVER TILLAMOOK COUNTY, OREGON Prepared for: TILLAMOOK COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 1510-B THIRD STREET TILLAMOOK, OR 97141 Prepared by: 10300 SW GREENBURG ROAD,
More informationTABLE OF CONTENTS LIST OF TABLES. Page
TABLE OF CONTENTS Page 11.0 EFFECTS OF THE ENVIRONMENT ON THE PROJECT... 11-1 11.1 Weather Conditions... 11-1 11.2 Flooding... 11-2 11.3 Forest Fires... 11-2 11.4 Permafrost and Subsidence Risk... 11-3
More informationCommunity Erosion Assessment Napakiak, Alaska 15 January 2008
1. Community: Napakiak, Alaska Community Erosion Assessment Napakiak, Alaska 15 January 2008 Figure 1: Napakiak Location & Vicinity Map 2. Community Profile Summary: Napakiak is a 2 nd class city of 378
More informationTHE NEED FOR AN ADDITIONAL SPILLWAY AT THE SANFORD DAM BOILING SPRING LAKES, NC. Presentation for The Brunswick County Commissioners April 20, 2015
THE NEED FOR AN ADDITIONAL SPILLWAY AT THE SANFORD DAM BOILING SPRING LAKES, NC Presentation for The Brunswick County Commissioners April 20, 2015 The Sanford Dam Earth Dam constructed in 1961 Drainage
More informationNational Situation Report As of 5:00 a.m. EDT Tuesday, April 4, 2017
Overview National Situation Report As of 5:00 a.m. EDT Tuesday, April 4, 2017 Table Of Contents Current Operations Monitoring Recovery National Response Coordination Center: Not Activated National Watch
More informationQuick Response Report #126 Hurricane Floyd Flood Mapping Integrating Landsat 7 TM Satellite Imagery and DEM Data
Quick Response Report #126 Hurricane Floyd Flood Mapping Integrating Landsat 7 TM Satellite Imagery and DEM Data Jeffrey D. Colby Yong Wang Karen Mulcahy Department of Geography East Carolina University
More informationWeather and Climate Summary and Forecast March 2019 Report
Weather and Climate Summary and Forecast March 2019 Report Gregory V. Jones Linfield College March 2, 2019 Summary: Dramatic flip from a mild winter to a top five coldest February on record in many locations
More informationNWS FORM E-5 U.S. DEPARTMENT OF COMMERCE I HYDRO SERVICE AREA NOAA, NATIONAL WEATHER SERVICE I Indianapolis, IN MONTHLY REPORT
NWS FORM E-5 U.S. DEPARTMENT OF COMMERCE I HYDRO SERVICE AREA NOAA, NATIONAL WEATHER SERVICE I Indianapolis, IN. 1-------------------- MONTHLY REPORT OF RIVER AND FLOOD CONDITIONSI REPORT FOR I November
More informationMulti-Jurisdictional Hazard Mitigation Plan
Drought General Drought can be broadly defined as a time period of prolonged dryness that contributes to the depletion of ground and surface water. There are three types: Meteorological Drought a deficiency
More informationThe hydrologic service area (HSA) for this office covers Central Kentucky and South Central Indiana.
January 2012 February 13, 2012 An X inside this box indicates that no flooding occurred within this hydrologic service area. January 2012 continued the string of wet months this winter. Rainfall was generally
More informationApril snowmelt and record rainfall resulted in flooding across portions of Vermont
Vermont State Climate Office Climate Impacts Summary April 2011 Dr. Lesley-Ann Dupigny-Giroux Stephen Hogan April snowmelt and record rainfall resulted in flooding across portions of Vermont During the
More information2016 Fall Conditions Report
2016 Fall Conditions Report Prepared by: Hydrologic Forecast Centre Date: December 13, 2016 Table of Contents TABLE OF FIGURES... ii EXECUTIVE SUMMARY... 1 BACKGROUND... 5 SUMMER AND FALL PRECIPITATION...
More informationFLOOD REPORT FOR MANITOBA. April 11, :00 am
FLOOD REPORT FOR MANITOBA April 11, 2017 9:00 am Overland flooding and tributary flows are subsiding across much of southern Manitoba. Flows on northern rivers are ice covered and are responding to runoff.
More informationHydrologic Briefing Tropical Storm Harvey
Hydrologic Briefing Tropical Storm Harvey 10:30 AM CDT Sunday, August 27, 2017 Prepared by: John Metz NWSCorpus www.weather.gov/corpuschristi Situation Overview Tropical Storm Harvey Harvey to remain a
More informationGuide to Hydrologic Information on the Web
NOAA s National Weather Service Guide to Hydrologic Information on the Web Colorado River at Lees Ferry Photo: courtesy Tim Helble Your gateway to web resources provided through NOAA s Advanced Hydrologic
More informationThey include earthquakes, volcanic eruptions, floods, landslides, and other processes and occurrences. They are included in the broader concept of.
They include earthquakes, volcanic eruptions, floods, landslides, and other processes and occurrences. They are included in the broader concept of. In general, natural processes are labeled hazardous only
More informationGround Water Protection Council 2017 Annual Forum Boston, Massachusetts. Ben Binder (303)
Ground Water Protection Council 2017 Annual Forum Boston, Massachusetts Protecting Groundwater Sources from Flood Borne Contamination Ben Binder (303) 860-0600 Digital Design Group, Inc. The Problem Houston
More informationInterpretive Map Series 24
Oregon Department of Geology and Mineral Industries Interpretive Map Series 24 Geologic Hazards, and Hazard Maps, and Future Damage Estimates for Six Counties in the Mid/Southern Willamette Valley Including
More informationFEMA Hazards Loss Modeling Task Force (MOTF) Situation Report #14. Colorado Spring Flood Risk ***FINAL REPORT***
FEMA Hazards Loss Modeling Task Force (MOTF) Situation Report #14 Colorado Spring Flood Risk FEMA Modeling Task Force (MOTF) Denver Federal Center, Building 710A Denver, Colorado 80225 Email: FEMA-MOTF@fema.dhs.gov
More informationPage G Crow Wing County Multi-Hazard Mitigation Plan, 2017
Table G - 10. s Identified by the () (From Crow Wing County Master Chart) 1 5 All- Hazards All- Hazards Work to ensure that all Crow Wing County residents are aware of and sign-up for the County s Emergency
More informationComplete Weather Intelligence for Public Safety from DTN
Complete Weather Intelligence for Public Safety from DTN September 2017 White Paper www.dtn.com / 1.800.610.0777 From flooding to tornados to severe winter storms, the threats to public safety from weather-related
More informationSEVERE WEATHER 101. Flood Basics
SEVERE WEATHER 101 Flood Basics What is flooding? Flooding is an overflowing of water onto land that is normally dry. Floods can happen during heavy rains, when ocean waves come on shore, when snow melts
More informationU.S. ARMY CORPS OF ENGINEERS
CORPS FACTS Regulating Mississippi River Navigation Pools U.S. ARMY CORPS OF ENGINEERS BUILDING STRONG Historical Background Federal improvements in the interest of navigation on the Mississippi River
More information3.11 Floodplains Existing Conditions
Other stormwater control practices may be needed to mitigate water quality impacts. In addition to detention facilities, other practices such as vegetated basins/buffers, infiltration basins, and bioswales
More informationWest Hollywood General Plan
ITEM 2.RR. EXHIBIT B Providing a safe living environment is a fundamental goal and one of the most important challenges cities face today. Anticipating, planning for, and guarding against threats to public
More informationGreat Lakes Update. Volume 194: 2015 Annual Summary
Great Lakes Update Volume 194: 2015 Annual Summary Background The U.S. Army Corps of Engineers (USACE) tracks and forecasts the water levels of each of the Great Lakes. This report summarizes the hydrologic
More informationManaging Floods at Boscastle. Learning Objective: Examine the benefits of managing floods
Managing Floods at Boscastle Learning Objective: Examine the benefits of managing floods Learning Outcomes: Describe how Boscastle has been affected by flooding Explain strategies to reduce the risk Evaluate
More informationNorth Carolina Simplified Inundation Maps For Emergency Action Plans December 2010; revised September 2014; revised April 2015
North Carolina Simplified Inundation Maps For Emergency Action Plans December 2010; revised September 2014; revised April 2015 INTRODUCTION Emergency Action Plans (EAPs) are critical to reducing the risks
More informationNIDIS Weekly Climate, Water and Drought Assessment Summary. Upper Colorado River Basin July 31, 2012
NIDIS Weekly Climate, Water and Drought Assessment Summary Upper Colorado River Basin July 31, 2012 Fig. 1: July month-to-date precipitation in inches. Fig. 2: SNOTEL WYTD precipitation percentiles (50%
More informationAssessment of the Hood River Delta Hood River, Oregon
Assessment of the Hood River Delta Hood River, Oregon Pacific Northwest Waterways Association Annual Meeting October 13, 2010 Michael McElwee, Executive Director Port of Hood River Overview U.S. Army Corps
More informationAssumption Parish Hazard Mitigation Plan Update Public Meeting. September 1, 2015 Napoleonville, LA
Assumption Parish Hazard Mitigation Plan Update Public Meeting September 1, 2015 Napoleonville, LA Agenda Hazard Mitigation Planning Process SDMI Staff Risk Assessment SDMI Staff Update on Previous/Current
More informationNew Jersey Department of Transportation Extreme Weather Asset Management Pilot Study
New Jersey Department of Transportation Extreme Weather Asset Management Pilot Study Overview Prepared for: June 26, 2018 Introduction Overview of Pilot Study New Jersey s Climate New Jersey s Transportation
More informationPompton Lakes Dam Downstream Effects of the Floodgate Facility. Joseph Ruggeri Brian Cahill Michael Mak Andy Bonner
Pompton Lakes Dam Downstream Effects of the Joseph Ruggeri Brian Cahill Michael Mak Andy Bonner ASFPM 2013: Overview Page 2 Overview Page 3 Overview Page 4 Overview Page 5 Overview - Historical Pompton
More informationNIDIS Intermountain West Drought Early Warning System April 18, 2017
1 of 11 4/18/2017 3:42 PM Precipitation NIDIS Intermountain West Drought Early Warning System April 18, 2017 The images above use daily precipitation statistics from NWS COOP, CoCoRaHS, and CoAgMet stations.
More informationWest Carroll Parish Hazard Mitigation Plan Update Public Meeting. August 25, 2015 Oak Grove, LA
West Carroll Parish Hazard Mitigation Plan Update Public Meeting August 25, 2015 Oak Grove, LA Agenda Hazard Mitigation Planning Process SDMI Staff Risk Assessment SDMI Staff Update on Previous/Current
More information1 INTRODUCTION AND MAJOR FINDINGS... 1
Memorandum To: Lindsey Clark, Stillwater Valley Watershed Council Coordinator From: Chad Raisland, Pioneer Technical Services, Inc. and Karin Boyd, Applied Geomorphology, Inc. CC: Tanya Lester, Stillwater
More informationCASE STUDY #9 - Brushy Fork Dam, Sugar Grove, West Virginia
CASE STUDY #9 - Brushy Fork Dam, Sugar Grove, West Virginia Brushy Fork Dam is a flood control structure built by the Soil Conservation Service southeast of the city of Franklin in Pendleton County, West
More information5.2 IDENTIFICATION OF NATURAL HAZARDS OF CONCERN
5.2 IDENTIFICATION OF NATURAL HAZARDS OF CONCERN To provide a strong foundation for mitigation strategies considered in Sections 6 and 9, County considered a full range of natural s that could impact area,
More informationHISTORY OF CONSTRUCTION FOR EXISTING CCR SURFACE IMPOUNDMENT PLANT GASTON ASH POND 40 CFR (c)(1)(i) (xii)
HISTORY OF CONSTRUCTION FOR EXISTING CCR SURFACE IMPOUNDMENT PLANT GASTON ASH POND 40 CFR 257.73(c)(1)(i) (xii) (i) Site Name and Ownership Information: Site Name: E.C. Gaston Steam Plant Site Location:
More informationOpportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin
Opportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin Christopher Konrad, US Geological Survey Tim Beechie, NOAA Fisheries Managing
More information