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HomeMy WebLinkAbout20080868 Ver 2_Section I D - G Drought Storms Rainfall Discharge 2021 PCS Creeks Report_20220605D. Drought Drought conditions are monitored nationally by several indexes. The US Drought Monitor (http://droughtmonitor.unl.edu) provides a synthesis of multiple indices and impacts and reflects the consensus of federal and academic scientists on regional conditions on a weekly basis (updated each Thursday). Reported drought conditions in the study areas located on the south and north sides of the Pamlico River were summarized for the years 2000-2005 and 2007-2021 (Table I-D1; drought data begin in 2000). For study creeks on the south side of the Pamlico River, 2002, 2007, and 2008 were the driest years reported, with 77, 79, and 81 percent of weeks with some drought classification. On the south side, years 2000, 2003, 2004, and 2015 did not have any weeks with an assigned drought status (Table I-D1). The driest year reported on the north side of the Pamlico River was 2011 when 28 weeks (54 percent) of the year was assigned some drought classification (Duck Creek data include 2010 through 2021). On the north side, 2015 and 2018 had the least amount of weeks with a drought status. While there was some variation in annual patterns of rainfall or drought status between the two sides of the river, when only the data years in common for both sides of the river are considered (2010-2021), each side had an average of 41 weeks with no drought status. No years included in the summary table have been considered in extreme or exceptional drought on either side of the river. Both the north and the south sides of the Pamlico River experienced more weeks than average with a drought classification in 2021. Both areas had 38 weeks with a drought classification, which was 18 percent more than the average (20 weeks) on the north side of the river, and 9 percent more than the average (29 weeks) on the south side of the river; indicating drier conditions than the average. Both sides of the river also experienced 4 weeks with a "severe drought" classification in 2021, and the last year to have a similar classification was in 2011. I-D-1 a) O L Q a) a) a) a) U a) O N 0 0 U O) 0 a) L H N O N ti O O N O O N O O O N N a) a) L O 0 0 U 0") O 0 O O L O o a) L Q > Q Q a) a) O i 0 (13 > O 0 O a) U O U Y -C (1) O) (Q U O N s- (1) O) C O 0 ") L O O O C - a) Oa) O a) O C 0 (Q O C _CN Y CIS O) O O . U - a) O O Q UL 0 C O C 72 �a)� L 4- a) o a) C O E U a) u C N _ N O N O7 "-+ C O 0) O am-+ O E Q O a)� C Y O O a) O O) a) - O N (11 U) O = D "-- -C O O " O a) O Percent of Weeks with a Drought Classification O O N- O O N (3) CO N V (O U) M O O O N I- CO LO I"- N- I N- CO V V LO V N N- N- N- CM Cr) N N- V (0 M N O (3) N (3) O CO C) (f) V N N- N- N- M 0 N Exceptional Drought (D4) 00000000000000000000000000000000 0 0 0 Extreme Drought (D3) 00000000000000000000000000000000 0 0 0 Severe Drought (D2) O 00 I� 0 00 I� 0 0 0 00 00 O O O 0 V NO N- O O O O O O O O O V Moderately Dry (D1) O N- NO 00 CO N N (`") V 8 00 00 0 0 0 000 10 (`") V N 00 00 00 0 0 CO N Abnormally Dry (DO) O N- (f) 0 0 (0 N- CO CO °' N-.7 CO I- 0 M LO N- 0) M CO CO N- N- N- N- N- (�') N- N- N- M CO CO No Drought Status U N N- U U V N- N- N (() N CO (() V (Nf) V V LO V CO M 37 M N CO V V LO V V LO V CO M 41 N O) i O N M V U) O O O O O O N N N N N N I� CO (3) O N- N M V U) M CO (3) O ti O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N Average O N- N M V U) (.0 CO (3) O O O O O O O O O O O O O N Average Location O .c U A p D� N -0 N L 2( x 7 2 E 2 O 0 N 7 U 2 Q -C d C U 0 _CU -U ' C E2_N Yd NC U N 7 -0 o () 2' I-D-2 E. Extreme Events or Storms The National Climate Data Center (NCDC) of NOAA maintains a database of extreme storms or events (https://www.ncdc.noaa.gov/stormevents/). Extreme storms and events are categorized by county, date, type of event, along with a short description of the event. NCDC data for Beaufort County was searched for the following event types: Astronomical Low Tide, Blizzard, Coastal Flood, Drought, Excessive Heat, Extreme Cold/Wind Chill, Flash Flood, Flood, Heavy Rain, Heavy Snow, High Wind, Hurricane (Typhoon), Storm Surge/Tide, Strong Wind, Thunderstorm Wind, Tropical Depression, Tropical Storm, and Winter Storm. All events noted during the course of the creeks monitoring study are found in Table I -El. Event types were selected based on likelihood to affect rainfall, hydrology, and/or salinity data. Some events are not shown in the table if the effects were concordant; for example, if a Hurricane and a Storm Surge/Tide event were on the same date, the event description was listed in the table once. Events that may have been severe in other counties of North Carolina, but were minor in Beaufort County, are also not shown. During the course of the study, hurricanes and/or tropical storms were the most likely event types to affect parameters monitored for the creeks study. In general, 2021 was a quiet year with only five extreme events noted in Beaufort County on three different dates. Only two of these events were in the vicinity of the Aurora area, winter weather on 28 January 2021 which resulted in a few inches of snowfall in northern portions of the county, but only snow flurries in Aurora; and a thunderstorm wind event that resulted in gusts of 50 knots or more and some small hail. These events did not substantially affect the creek monitoring data during 2021. I-E-1 a) L a) a) a) N O Q (o L �H Q, a) a) Q E C X > a) a) O C L.L (6 a) a) U a) .? O Q a) Q c a)(11 a) > a) _c a) 17) (o_ m 0 N ' • N O L N 4_ 2 O Q CN ra 00 CU O N a) L) ---r (o 0 O CL O 0CN (A a) a) a -o am-+ > O O O a) O a) o Es a) a>) U as 0 > a) U a) ai Z (I) W` O W w Z a) y+ C E as 0 +� H 4 Hurricane and a Event Description ai 0) E c C E.) Q u) a) 0) c U o 0 O Q _c O O E N N C O .( O L U a) O U .( cow L E a) N Q N E < Hurricane Bonnie brought 7 to 10" of rain which resulted in some flooding in some areas. much of the initial a) a) C a) 0 0 O O O a) (0 0 c C a) LO N 0 O O O (o a) C Irene rainfall estimated Average of 6 inches of snow across Coastal Plain. Reports of 9 of 13 inches were not uncommon. Q Q Q Q Q EEE EE cocr) cc cc cc co co co co O O O O O o_ Q Q Q Q mcm mcm O O O O O a) a) a) a) a) U U U U U mcm -o D D -o -o 0 0 0 0 0 o_ Q Q Q Q -o D D -o -o C c c cc EEE EE 0 0 0 0 0 V2 V2 V2 V2 V2 -0 -0 -0 -0 -0 c c c c c _ c H H H H _c 4 to 8 inches of snow in Beaufort County. Thunderstorm winds produced gusts up to 63 mph. a) Q 1- a) w' Winter Storm Winter Storm Winter Storm Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind C I C I Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Winter Storm Thunderstorm Wind a) CO 0) 0) g 6) 0) > C 0) L > 0) M Q Q NM co M N N N c) 01 O O) U 0 (.6 0) a0 N O O N0.5 O (o (1) LL N N I-E-2 Event Description Wind gusts 50 to 72 mph. Thunderstorm winds produced gusts up to 60 mph. _C 0 E 0 U C 0 O a) Uo C U a) C N 0) a) co 0 a)) a) N a) a) 0) ul E O 0) a) sts 0 C 7 _C N 0 O a) a� 0 sts a) a) C 0 U Tropical Storm Charley. Wind gusts 40 to 50 mph. Several severe thunderstorms produced winds gusting from 50 to 90 mph. Ul a) t O .c 0) 0 C a3 _C 0 E co Uo C U a) C N sts Ul E E a) sts 0 i _ E _c y' ~ O E o) 0) 0 Over 3 days, total of 6 to 8 inches of rainfall. 0 U a) O_ o 0 O wc c OS OS 0 C I Q' a) CL W N U C _c O) 2 0 r Thunderstorm Wind 0 0 c N a) C sts 0 U 7 2 Tropical Storm Thunderstorm Wind 0 a0 a) C sts 0 U 7 2 Flash Flood o in Q O O U u) 0 M a0 _C 0 E co 0 0 N N rn c t t a) 0) (6 a) O 0 O 0 N E O N Es a) a) co U E O N a) U C 0 O Several storms produced winds gusting up to 60 mph and one tornado was reported. Several severe storms produced large hail and wind gusts up to 60 mph. 0 0 O) C 0 0 0 c_ 0 a) N c a surge of 4.5 feet above normal Belhaven. Winds of 60 mph N C 0 a) O 0 Q a) c C wa) a) = s E c O tts O O N .Q 0) N O ._ O Bands of showers across eastern North Carolina produced wind gusts up to 60 mph. Several severe storms produced large hail and wind gusts up to 70 mph. 4 to 7 inches of snow. Scattered thunderstorms produced wind gusts up to 60 mph. Scattered thunderstorms produced wind gusts up to 60 mph. Rainfall total 6 to 8 inches. Significant flooding in low lying areas and along small streams, especially in Washington. Scattered thunderstorms produced wind gusts up to 60 mph. Carolina. Several eastern North al > E c `0 jp U a) >+ c 0 -0 a) U N O 0 N O Q N Z 0 T Q -2 a) c C N N O U a) U a) O a) a) a) a) N a) 0 U sts C Ul O ON O a3 � t a) 0) 0 • c 0 U O 0 O) C t 0 0 O Q 0 a) a) 0 t tornado outbreaks ever observed One of the large developed ahead warning area. Q Ul a) -D a) .N C Q) c c c 0 T C N0 0 (6 Z E c N ul , a) O 0 w C a3 2� C 0 a) 0 a) 0 O g a) E co 0) E `o c 0 O a) a) 0 ) ul o C ( a3 aw 0 S s a) C O g 0 a3 -O aO V 0 N N O- a) c O 00 U E ccN a) -D a) a) .N CQ) w c c 0 T C N0 C a) 0 (6 Z -o c a) N a) • C) N E O 0 w C a3 2� C 0 C 0 92 0 O g o a) E N tion had been well below normal. low levels across the region. -O O- 0 .0 O N N 0 a) c O 00 U E ccN a) -D (1) a) .N CQ) w c c 0 T C N0 C a) 0 (6 Z E c N ul , a) O 0 w C a3 2� C 0 a) 0 aw 0 O g a) E co 0) vi rn 0 Q E rn s o_ LO 0 O 00 0 O E a) d O) C 0 a3 N N N O) a) c 0) U N 00 E O 1-5 C a) O w -Cc C a) X 0 LL a) (0 U-c 0 w .E rnco a) J a) C IL' a) ccs 0 U Total rainfall 11 to A series of weak upper level disturbances produced wind gusts up to 60 mph. One small tornado was reported. o -o c c E E O O N N o -o c c 3 3 0 Q L() CO 0 c N Tropical Storm o 0 a) co Thunderstorm Wind 0 c Thunderstorm Wind 0 0 c N O C co a) 2 (1) Ll N Thunderstorm Wind Thunderstorm Wind 0 a) a) co N Thunderstorm Wind Thunderstorm Wind Q co O) O 0 O) O 0 0 O 0 a) C sts 0 U 7 2 (.6 Thunderstorm Wind a) a) co N I-E-3 Table I -El (continued). Event Description Several severe thunderstorms similar to a derecho produced hail and wind gusts up to 70 mph. Several severe thunderstorms produced large hail and wind gusts up to 60 mph. A severe thunderstorm produced damaging wind gusts up to 60 mph. approached from the west. Heavy rain led to some flooding in Beaufort County. over eastern North and large hail. Persistent showers and thunderstorms led to rainfall L c c c C O c .a) E O C U 0 O Q N > N N E U o N E O N c 0 L 0 O C 0c Up to 4 inches of snow fell in Beaufort County; PCS Aurora recorded a lesser amount. earliest recorded Thunderstorm winds produced gusts up to 60 mph. :ontributed of 5 to 7 inches Rainfall totals Thunderstorm Wind Thunderstorm Wind Thunderstorm Wind Tropical Storm Thunderstorm Wind Winter Storm Winter Storm O O Thunderstorm Wind O O Thunderstorm Wind Winter Storm Tropical Storm Thunderstorm Wind Winter Storm Thunderstorm Wind Tropical Storm 0 M as N N LL Lf) O LL Lf) M U 0 Cr) I-E-4 Table I -El (continued). Event Description October 9th. Widespread October 8th through C O Carolina coast late a) 0 0 O t O O E c a) t U 0 0_ 0_ a) a) 0 U) t 0) U) Q O U 0 C O > (6 a) _c t O 0 Z 0 a) c C C 0 0 C (6 W U) O U 0 C O a) 0_ O aa)) C (6 a) t Hurricane Matthew moved northeast offshore of the the backside north winds developed on > N 0 the evening of October 8th through the morning of the 9th. wind gust of 46 mph recorded at a meso net site near Bath at 11:07 pm on October 8th. Storm surge inundation was mainly 1 to 3 a) U c O (V E a) rn C c C O C LL C (6 0 0 E LL a) 0 C O (6 C c 0 O CO 0 0 E LL feet above ground level adjacent to the storm total of 8.98 a) 0) c E (6 C 0 (6 0 (6 _C O '§ Z E c a) o U) U a) a) '- 0 O t 0 7 o E U) a) O 0 C O C O ° O co _c> U) N N a) C 0) 0 U) c (6 C O U) - -65 c U) Q Et 0 C U .� 0 U) (6 U) ' ° U) U) H C _O a) O c C E O o 0 o ¢ .c o) E 8(N 1E a) 0 w_c E O g -0 o o o N 0 U t N _c W N o Q C O 0 U) o '- fn O_ ° c i) C .(6 U) O E t E N o O .S asE on the southern beaches Devastating river flooding then occurred several days after Matthew as sho An isolated severe thunderstorm produced large hail and strong wind gusts up to 63 mph. Several severe thunderstorms resulted in wind gusts up to 63 mph. Flash Flood Thunderstorm Wind Thunderstorm Wind a) co 8/9-Oct-16 0 _c rn c E .c 0 C C ,6 O 0 (/) (6 _cN N z oU E - aO) O (6 U) _c N N (6 O O rn 0 O N C E a) O O — O U O C O U)C s (7 C co a) W c U 0) C U1 (6 (/) -O 3 a) 0 (6 w O O cow O- a) O c t 0 -c E >, a) _c U) c O N 0) O O E 0 O 0 a) O r U C C �' O Q c O U) c a) - . a? O O N U 0) a) U) E U) .0 C C N 7 Q U) fop N Carolina duri Ocracoke area north to Duck along the Outer Banks. A prolonged period of strong west to southwest winds produced record low water levels in the Neuse and Pamlico rivers. _C_ Q� �, a) 0 C W U) 3 LL a) a`) o o E 0 O 7 Q U U) O C E (6 a) °) m a)— N-o -0 C C ( 'O N 4 '� 0) N c N N o O Y C Y 45 0 C (6 1E (6 (6 0) 7 Q N 0_ 0 .0 N >' 0 CO CO a) E a) T . c C O O N c 13) ._ U) C N O U) _O 0 O U) ° NI: LE O N U _c"'-' H C 0 O O C U C 7 ( '6 C o > 0 a) U) ( -O O 0 (6 ¢ U E d j C U) 1 o U) a) f ° m N ma O_ °- 0 N a) (6 Q U) -O 0 0 U) U E t (6 O Q U)cU) _O N LC) o ° N >, U) C O _ U) 3 U) '� fA E U) 0 U 0 ° .0 (6 C O 0 N 0) ° >, a) 0 c0) .-. E (6 C c U)) c a) 0 0 0 N 0 O N E c °-tom-0 COc0 N 0 0 p o U) -O W O U) O i (c6 ,� t O C E t • i C Zi (6 (6 0_8 N 3 >, — _° E U) a) 2C ,g O- 0 C U) U) C O CO (6 c -O a) O0 '(p O � > + N O 0 --° O a) a) (6 Ul U) p) (� O • - -C U) O_ U) T U) E, U O a) U) fp 0) - C a) -E -o E ' ° U) op c C Ncopo'U) fn § v o N o_ E p) (6 E C N a) O N aO O O LL c a) E >' ' E C N w t c 7 0_0 C O C O M (3) LL (6 N O° N In N C a).c U) a)N— m C N _ U>To N 0 1- N C Q �_ m 1-c aa) a§ EE.c Winter Storm Winter Storm Low Water Event Thunderstorm Wind Tropical Storm 3/4-Jan-18 17/18-Jan-18 2/5-Mar-18 13 to 16-Sept-18 I-E-5 Table I -El (concluded). Event Description Thunderstorm Wind IA strong low pressure system and cold front produced strong to severe thunderstorms during the afternoon and evening hours. Thunderstorm Wind (Scattered to numerous severe thunderstorms developed during the evening hours, producing large hail and damaging winds. • co- E 6 O O O 0 N N w '0 N E y N N co O a) N U O co as E _• c N O co - Z 3 i N .y N O 2 6) ' E E U C y 6) 7 U N = Q N .O C ,~ N '� O Oo (6 y (6 Q N C o -cy �O C 'S d Z • 2 N E �-' a) a)U IN E O a = ° 0 O O o) U N 3 • d (6 O N N U (6 O 0_ jA N tl 2 t 0 3 N O 0) t (6 o • a) O -a -co E N 5 .5 .0 -o E d c t In: N E O • y > 0 E -c tz 55 C 0 3 In a N C N CON C N o)Q O • -a 6s S co .; 0-C E m U 7 Q y O O _c• 3 3 7 0 C _0 Y u ¢ Z U Y 00 p O E N Q .0 J Q N .� > asN in 6) t . • N O 6) U 0) O N y N .E y d N C .E_-O C CO E N U E -0 -0 C N --' 0 Q O 0) • 6) 3 O U .0 2 N .23 co )• N Ts -2 U 2 .�.. (6 N U C U U D' ` o o U '0 0 'o N U C N N "' O .0. U O N 0 T 3 p Q111 N 8' co 2 C N N E U C -0 C E N j `0 0 `0 N 0 xa Ea2.5 -O N • N 8- O 0 o O U C � O E • N N y N • o • o n op N C LL C 0) N O N _c C N OC) N i t -0 C N• a co U o N O C d t N o t ON U as • C 0 i -c5 N LL -O N • X• _ U ELL 6) O O i O U (6 N t U o) rn .0 N N E Z t 0 s 0 N O N • 2 t Q 0) N -0 LL O 0- 0 y o 10 N O ▪ E C N N C • O U N N ..- 0 0- OC) N J -0 H Tropical Storm Winter Storm Thunderstorm Wind IA few thunderstorms moved through during the evening. One storm became severe and produced wind damage. Thunderstorm Wind lAn isolated thunderstorm became severe and caused some wind damage. N N O N U � C N • O 00 7 N U O O� Q N T • N CZ- N 72 • O C O Z Q UO O t C • O 0) r O v_02 ) - N Z y N U (� _ C • N -0 U -0 co N U O N m 6) N E N E O N 'O O -O p LL C t N O N i O .co U EN y 0 N Q U N Q C ts' N 0) N 3 O 7 N -0 U C Q t O .i O 8 C co • 0 C 0) ▪ C 0 0) _ 3 t 02 Q � Y 6) N O 0 E E O 0 In La o_ 0 O N O p co CD0 a)E (NI O N O E N C E Q 8_C O N 0 N = N Y C O U O O O 8- O O U O - 3 `. 0) d O1 C Oi o E O 0 7 Q N T Y N E 2 d R 2 O E X C 0 C C T 2 N O C N !- C N . 0) .0 C N —_ C O c) N U j N N _ 'E N '(O-6 N 2 U U C N � N � O 2 C O ?` O 6s ° o E `m °) Y d 6s 0 C -2 x U E U m y O O -0 0) O E O- O • Q N t 7 O c 0)-0 3 O 2 N am 0_ t N 3 U C N tl � O O 0) 0) C .E 0 N O O _ 0 N C N O) tl 0 U .c O N Is,-0N 0) N N O 0 N U 0) O 0) ,g U O C U O U • as o_ t O C O O Z 0) O t -3 N -0 0 C O 0 • 'm t � O O E yN C N • O C N 0 - U -0 CD CO 0 U d 0_ Q O 0 0 N • O C N N2 O N 0 • 3 U O JAE O 5C accumulation. Tropical Storm Winter Weather 0) 0 0) th 20/21-Feb-20 O Q co co N I-E-6 F. Rainfall In an effort to understand the potential effects of precipitation on study results, rainfall data are used for many site -specific and parameter -specific evaluations and also to determine if rainfall conditions for a particular period were normal. Rainfall data are available from at least three public databases in the area as well as rain gauge sites specific to local creek study basins. Weather data, including rainfall, have been collected from the Aurora (PCS) plant site since about 1973. Data from this site are currently entered into three public data bases as described below: 1) Aurora 6N — Weather data have been collected and monitored by PCS staff at this station (also referred to as Aurora plant site in report tables/figures) and rainfall data entered into N.C. State Climate office database and also the AgACIS database (prior to August 2021). This site is located and maintained in the vicinity of the Nutrien administrative building and a small private runway along the south side of the Pamlico River, about 6 miles north of Aurora. 2) Gaylord Bay, NC — Site managed by Agricultural Applied Climate Information System (AgACIS), which is a repository for data collected at stations in the National Weather Service (NWS) Cooperative Observer Program (Coop) network supported by the Natural Resources Conservation Service (NRCS) and National Water and Climate Center within the U.S. Department of Agriculture (USDA) (http://agacis.rcc- acis.org/?fips=37013). This was the first year this site has been referenced with the creeks study; however all data prior to August 2021 in the Gaylord Bay database is from the Aurora plant site (also referred to as the Aurora 6N station). Rainfall data from August 2021 forward are from Gaylord Bay, located on the north side of the Pamlico River about 4.75 miles northeast of the Aurora plant site. 3) KNCAUROR6 — Data from a Davis Vantage Pro 2 (2019-2021)/Columbia Weather Systems ORION 536 (2021-present) weather station at the Aurora plant site are found in the Weather Underground database starting in 2019. This is a continuously reporting station located on top of a building adjacent to the 6N station. It collects rainfall, humidity, wind speed/direction, and temperature. In addition to the Aurora plant site, there are seven other rain gauges associated with the creeks study that are monitored to provide more site and basin specific data. Data from these additional gauges are monitored by CZR and gaps from any period of a non-functional gauge are supplemented with data from the next closest working gauge. The rain gauges currently monitored by CZR were installed in 2010 (Tooley Creek), 2011 (PA2, Huddles Cut, Porter Creek, Duck Creek), 2013 (DCUT19), and 2008 (SCUT1, Broomfield Swamp Creek). Prior to 2019, the rain gauge for SCUT1 and Broomfield Swamp Creek located at Bay City Farm was utilized for other projects. During the early years of the study, rainfall data at Jacks Creek, Tooley Creek, and Huddles Cut were provided to CZR by Dr. Wayne Skaggs per the agency approved plan and from CZR monitored gauges within Jacks Creek, Tooley Creek, and Huddles Cut used for the wetland hydrology analysis. Prior to installation of rain gauges in other creeks, Aurora 6N rain data were used for rainfall and, after installation, were also used to supplement data gaps. The US Army Corps of Engineers often uses two different tools to help determine if rainfall for a particular period is above or below long-term normal data ranges; these tools include the USDA WETS tables (use of 30th/70th percentiles to define a "normal" range) and the Antecedent I-F-1 Precipitation Tool (APT). Both of these tools help determine if rainfall for a particular period is "normal or typical", wetter than normal, or drier than normal. WETS tables use a period of 30 years to generate a long-term data set to establish "normal" periods of rainfall, defined as within the 30th-70th percentile range of data. Rainfall data were obtained from the closest weather station where WETS tables with 30 years of data were available. WETS tables are available via the AgACIS website, and the Gaylord Bay station is the closest site with WETS data for this creeks study. AgACIS replaced the Aurora 6N site with the Gaylord site in August 2021 and because of the proximity of the two sites, data prior to August 2021 from Aurora 6N were incorporated into the Gaylord Bay database. Monthly precipitation data from Gaylord Bay are identified in Figure I-F1 and Table I-F1 for years during the course of the study, 1998-2005 and 2007-2020. The WETS 30th and 70th percentiles are from the 30-year period of 1991-2020. Rainfall data from the Aurora plant site and the six additional study -specific sites represent raw measured data and are often different than data found in the AgACIS online data used to determine WETS percentiles. Data from onsite gauges are found in Table I-F2. Total 2021 annual rainfall for the Aurora plant site was within the 30th and 70t" percentile; however, online data show the annual total as below the 30t" percentile, but this is inaccurate because it represents preliminary/uncorrected data. Monthly online data represent preliminary data and therefore often show less rain than the Aurora plant site, due to data gaps or missing data. Until online data are reviewed and corrected, it is more accurate to use Aurora Plant Site data to compare to the WETS 30/70 percentiles. In 2021, four months were above the 70th percentile and four months were below the 30th percentile, and the remainder were "normal" or typical (Table I-F1). Annual rainfall amounts for all creek study sites and the Aurora plant site were within the 30th and 70th percentiles during 2021. Average rainfall amounts for all years, pre -years, and post - years for each study creek and the Aurora plant site were compared to WETS data as shown in Table I-F1. For pre -Mod Alt L years Jacobs Creek was the only impact creek with average rainfall below the 30th percentile and Broomfield Swamp Creek was the only creek with average rainfall above the 70th percentile. For post -Mod Alt L years, no creeks had average rainfall below the 30th percentile and average rainfall at Jacks Creek, Jacobs Creek, Porter Creek, and DCUT11 were above the 70th percentile (Table I-F2). Precipitation was also evaluated using the APT developed by the U.S. Army Corps of Engineers. A figure to show the 2021 APT data for the general study area was generated by using the dates of March 31, June 30, September 30, and December 31 (Figure I-F2). The last date of each month was used to determine the APT scores for each month and the results along with corresponding WETS condition are found in Table I-F3. I-F-2 16 14 12 10 8 6 4 2 0 • • • • No creeks monitoring • •• • • ocurred in 2006 • •• • • • • • • nCI • ! ! • • • • • •• • • ! • • Aliiiii• • • ! . A �,.,i • �. 41 • _ _ __._ �►! ,.....AILL !• • •• i • ••• ! • • • • • • i 05\ §5 �� 5;1) �ii�' 4)," 5"g �At5 O`��5P 4 O ip Q O 0' O O iO1 O, qQ oa 5C1 i��� O,\O qP 0' 0' ' OQ 0' 6) 6) ) 6') Oa q) �t0 O,,O 0 5P j� Qb\O�O o Ob 6") i0) 6) 6) 6) Qg 9�o .a a�`a cei o '� aa 5a ` ` c ` , 4 `� ` `� d �` ` 5 e�` e4` 5 �` c ` ` • Total Monthly Rainfall —WETS 30 Percentile WETS 70 Percentile 16 14 12 10 8 6 4 2 0 • 21 A A A /41• A AIL A •irrx- 1- r irrir 10,cr vilim! !• ! ! r !• wow --- •• vovir •• • ! • • • ! • • • ! ! ! ! ! * + ■ Q 0 4 0 4 yDNy`, ay�y SSS 1 :'�D`y�{Q�{° AAA�ti% � � y y 4 O 0� ;1Nxy�:,/ ;yyNY ;yN.Nti .^Y a-� 4a a • e�o �a4a a�a4a � a�a-,a �� ego a �a4.,a %�,)e�o • Total Monthly Rainfall - WETS 30 Percentile —WETS 70 Percentile ■ 2021Aurora Plant Site Monthly Rainfall Figure I-F1. Monthly rainfall totals and WETS 30/70 percentiles at station Gaylord Bay over the years of the PCS creeks study (1998-2005; 2007-2020) with 2021 Aurora plant site monthly rain fall totals. The WETS 30/70 percentiles are from the 30-year period 1991-2020. I-F-3 Rainfall (Inches) Antecedent Precipitation vs Normal Range based on NOAA' Daily Global Historical Climatology Network 10- 6 4- Figure and tables made by the Antecedent Pr.rlpltetke Teel Version 1.0 L r Jan 2021 Feb 2021 Start of Growing Season: March 14 f Mar 2021 11 11 II Ln Apr May 2021 2021 J n Daily Total - 30-Day Rolling Total 30-Year Normal Range End of Growing Season: November 24 f rr I J 1 1 I I 1 4 r1 11 n Jun Jul Aug Sep Oct Nov 2021 2021 2021 2021 2021 2021 n Dec 2021 IL I Coordinates 35.341239,-76.813103 Observation Date 2021-03-31 Elevation (it) 47.89 Drought Index (PDS ) Severe wetness WebWIMP Ha0 Balance Wet Season 1st Quarter 2021 nevi, and tables made by the Antecedent PretlPa+tlnn Teel version 1.0 n by Jason U.S.army Cams of Engineers Coordinates 35.341239, .76.613103 Observation Data 2021.06.30 0(ovo6dn (1t) Drought Index (PDS ) WebWIMP HTO Balenoe 47.89 Severe wetness Dry Sean 2rd Quarter 2021 Mum end tables nude by the Anteeaaen0 h9Ptteaan Teal Version IA Wrinen by Jason Deters s Army cormof Engineers 30 Days ending 30. %ile (in) 70or %iie (in) Observed (in) Wetness Condition Condition value Month Weight Product 2021-03-31 2021-03-01 2.57126 2.259449 4.468977 4.533465 2.807067 4.570866 Normal Wet 2 3 3 2 6 6 2021-01-30 2.872047 4.617717 7.03937 Wet 3 1 3 Result MMIIIIIP000l -15 Weather Station Name Coordinates Elevation {{RR Distance mil7 1.79 Elevation 6 wagh[ed 6 Gays (Nunn Da s (Antecedent) AURORA 6 N 35.3872,-76.7764 20.013 27.877 1.811 463 24 AURORA 1.6 SE 35.2872,-76,7674 4.921 4-537 42.969 2.237 462 0 BATH L.6 SSE 35.4437,-76.8037 4.921 7.099 42.969 3.5 122 6 BATH 1.0 WSW 35.462,-760324 20.013 8,414 27.877 4.021 9 0 BATH 5.6 ESE 35.4255,-75.7072 5.905 8.384 41.984 4.125 259 50 BLOUNTS CREEK 4.0 N 35.4084,-76 9546 26.903 9.224 20.987 4,344 62 0 BATH 0.7 N 35.4749,-75.8135 13.123 9.235 34.757 4.477 104 0 WASHINGTON 10.5 ESE 35.4776,-76.8908 17.06 10.388 30.83 4.995 149 0 WASHINGTON 7.6 SE 35.483,-76.949 5.906 12.43 41.984 6.115 140 0 WASHINGTON 7.2 SE 35.4908,-75.9512 5.906 12.933 41.984 6.363 5 0 BAYBDRO 4.4 ENE 35.1589,-75.6927 4.921 14.313 42.969 7.056 1 0 R6E1590;113 35.1311,-76.9153 44.948 15.623 2.942 7.076 11 0 &4YBDR0 3 SW 35.1311,-75.8161 4.921 14.52 42.969 7.156 391 0 30 Days Ending 30. %Ile (In) 70. %Ile lin) Observed (In) Wetness Condition Condition Valve Month Weight Product 2021-06-30 4.11063 6.011024 9.972441 Wet 3 9 2021-05-31 2021-05-01 Result 2.541339 2.239764 4.786221 4.223622 1.582677 2.047244 Ory Dry 2 2 nd8lans -12 Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation 5 Weighted 6 Days (Normal) Days {Antecedent) AURORA 6 N 35.3872,-76.77E4 20.013 3.79 27.877 1.811 9638 24 AURORA 1.6 SE 35.2872.-76.7674 4.921 4.537 42.969 2.237 462 0 BATH 1.655E 35.4437,-76.8037 4.921 7.099 42.969 3.5 122 56 BATH 1.0 WSW 35.467,-76.8324 20.013 8.414 27.877 4.021 9 0 85(111 6.6 ESE 3542265,-76.7072 5.905 8.394 41.891 4.120" 259 7 BLOUNTS CREEK 4.0 N 354084,-76.9346 26.903 9.224 20.987 4.344 62 0 BATH 0.7 N 35.4749/-76.8135 13.123 9.235 34.767 4.477 104 0 WASHINGTON 10.5 ESE 35.4776, 46.890g 17.06 10.356 30.83 4.995 149 0 BATH 4.1 NNW 35.5197,-76.8445 17.06 12.457 30.83 5.99 0 3 WASHINbI ON 7.65E 35.481,-76.949 5.906 12.43 41.984 6.115 140 0 WASHINGTON 7.2 SE 35.4908,-76.9512 5.906 12.433 41.984 6.363 5 0 BAYBORO 4.4 ENE 35.1589,-76.6927 4.921 14.313 42.969 7.056 1 0 REEL590RO 35.1311,-76.9153 44.948 15.523 2.942 7.076 11 0 BAYBORO 3 SW I 35.1311,-76.8161 1 4.921 1 14.52 I 42.969 I 7.158 I 391 I 0 Coordinates 35.341239,-76.813103 Observation nate 2021-09.30 Elevation (R) 47.89 Drought index (PDS) Moderate wetness WebWIMP Ht0 Balance Wet Season 3rd Quarter 2021 Igure and tables made by Me Antecedent PnviPaatien Taal en by Irian cetera D.s. Array ewes of Fneneers Coordinates 35.341239,-76.813103 Observation Date 2021-12-31 Elevation (ft) 41.89 Droughtlndex(PO$0 WebWIMP H2O Balance incipient wetness (2021-11) Wet Season 4th Quarter 2021 I- leave anti tables made by the Antecedent ereegtlrrTon Tool Version 0.0 nednen by les, Deters U.S. Arrny Corps of Engineers 30 Days Ending 30. %Re (In) 701 %Ile lin) Observed (in) Wetness Condition Condition Value Month Weight Product 2021-09.30 3.93937 7.180315 1.449945 Ory 1 3 3 2021-08-31 3.415748 8.354173 5.937008 Normal 2 2 4 2021-08-01 4.084646 6,757481 5,228347 Normal 2 1 2 Result Ode then Normal-9 Weather Station Name Coordinates Elevation (ft) Distance (int) Elevation A Weighted 0 Days (Normal) Days (Antecedent) AURORA 6 N 353872,-76-7764 20013 3 79 27.877 1.811 9638 61 AURORA 1.6 5E 35.2972,-76.7674 4.921 4.537 42.954 27237- 462 0 6474 1.5 SSE 35.4437,-76.4037 4.921 7.099 42.969 3.5 122 29 BATH 1.01V5W 35.462,-76.8224 20.013 8.414 27.877 4.021 9 0 BATH 6.6 ESE 35.4265, -76.7072 5.906 8.384 41.984 4.125 259 0 BLOUNTS CREEK 4.0N 354084,-76.9546 26.903 9.224 20.987 4.344 62 0 BATH 0.7 N 35.4749,-76.8135 13.123 9.235 34.767 4.477 104 0 WASHINGTON 10.5 ESE 354776.-76.8908 17.06 10.386 30.83 4.995 149 0 WASHINGTON 7.65E 35.483,-76.949 5.906 12.43 41.984 6.115 140 0 WASHINGTON 7.25E 35.4908, -76.9512 5.906 12.933 41.984 6.363 5 0 BAYBORO 4.4 ENE 35.1589,-76.6927 4,921 14.313 42.969 7.056 1 0 REELSBORO 35.1311,-76.9153 44.948 15.623 2.942 7.076- 11 0 13956060 3 5W 35.1311,-76.8161 4.921 14.52 42.969 7.15e 391 0 30 Days Ending 30. %ile tin) 70.%le OR) Observed gel Wetness Condition Condition Value Month Weight Product 2021-12-31 2.545659 3.976378 2.858268 Normal 3 2021-12-01 1.915354 3.842914 0.594458 Dry 2021-11-01 1.73931 4.31053 1.645669 Dry Result Drier than Normal - 9 Weatner Station Name Coordinates Elevation (ft) Distance (mil Elevation A Wei heedA Days (Normal) Days (Antecedent) AURORA 6N 35.3872,-76.7764 20.013 3.79 27.877 1.811 9458 99 AURORA 1.6 SE 35.1812,-75.7574 4.921 4.537 42.969 2.237 462 9 BATH 1.6 15E 354437,-76.8037 4.921 7.099 42.969 3.5 235 0 BATH 1.0 WSW 35.462,-75.8324 20.013 8.414 27.877 4.021 4 0 BATH 6.6 ESE 354265,-76.7072 5.906 8.384 41.984 4.125 352 0 BLOUNrS CREEK 4.0 N 35.4084,-76.9546 26.903 9.224 20.987 4.344 62 0 BATH 0.7 N 35.4749,-76.8135 13.123 9.235 34.767 4.477 104 0 WASHINGTON 10.5 ESE 354776,-76.8908 17.06 10.388 30.83 4.995 150 0 BATH 4.1 NNW 35.5197,-76.8445 17.06 I2457 30.83 5.94 3 0 WASHINGTON 7.6 55 35A83.-76.944 5.906 12.43 41.984 6.115 140 0 WASHINGTON 7.2 5E 35.4909,-76.9512 5.906 12.933 41.984 6.363 5 0 8A5'80904.4 ENE 35.1589,-76.6927 4.421 14.313 42.469 7.956 1 0 0EE1.58060 35.1311.-76.9153 44.948 15.623 2.942 7.076 11 0 Figure I-F2. Annual rainfall for 2021 as determined by the USACE's Antecedent Precipitation Tool (APT) with agency approved growing season of 256 days (March 14 - November 24). 0 I-F-4 1998-2005 and 2007-2020 for station totals across the annual rainfall 0 Table I-F1. are above the WETS vi C C N C Cv c -o O N 3 E .C_ 0) (Q 1E Et O C N � O N C p� 0) L (•• O (Y) N to -0 U U L Q L • (13 O -0 + a) 4 L L (6 O Tau C -0 Q (f) C U > Q a) (6 Q c-0 a Et a) a) Z 4) o^ -c L t J .T0 �a) D 1 P\ a) E a) a) a) 0 a) E O Z a) 0 0 U 0 a) _0C E a) Q a) N a) c a) LO V CO CO co CCOO CO N 00 CN9 V LOM V `I'- N LO N ON co co M �rj N N N CCO CO CO CO I- L() • 00 00 co N- 7* Ob N N L N-: (V LO aO (V Ln LO () CO (. Ln M 00) Os)N 'O M 00 co CO COCON 3 � O In r 0) 0 V 00 Ln M Ln V M Ln Ln Ln Ln M co N- CO CO N Ln V r- O N I� N— O aO CO O LO O N V (Y) N V 0-) NN � aO (() O O r Ln oo O Ln M V •— M W 0)) NE V O co ( N N V co co co () N C) N a0 (N (9 O) N CO CO OD V M N V OD 0) 0 N CO V LO CO I— OD 0) 0 N— N CO V LO CO I— OD 0) 0 0) 0) 0 0 0 0 0 0 0 0 0 0 N 0) 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N—N—N N N N N N N N N N N N N N N N N N N N N CO 00) CO 10 LO CO CO CO (0 N V M O CO N- V CO (3) CO N— O N O N V V L() LO (3) (fl Ln N 0 CO N(3) N-: Ln CO 0 N CO cm L() CO N 0 N- cm L() L() CCOO N V M •- 0 NY 10 N V M CO N LO N V M CO 0 -I- N V M () 00) N V M w E a) N 0 c O E c a) E 0 O Q. a) CL Q N Z o CO U 2 0 0 < < > cis a) -D T E 0) a) .N N N a3 E ' C("3 N O O N _0 c rn a) m t Q _CO (6 0 _C cGO ; 0 N N I-F-5 -c_ a O O L a) > O > N N C a) O (00 2 0") C a) 4) 4) co a i -0 a) C C _ - (Q U 1E CO O i N E ca vi -c U � m E0� cm as W _c C.)O (B U L . a) n c O 5, c_ J . ~ +J Q N < C d cO N (1) +' O O) (1) V) = a) 0 L (Q O) Q O) a) -0 S C, N L a) a) Q > O C L as a) Q (n L L a) C Q) U .L Q a) C O -o co C O C N- O O r H OC U W .L) 0 (Q N "La a) E (6 U Q 0 > N ( N (70 11) O Q Y (B _0 O (Q C � (B (Q U W 2 N p Q a N c`') co (o 0 (o co V (o r CO CO N- CO N N N N O N• I- r (o V LCco V � V M CO N N- V N co CO N N V CO 0) CO CO N- M CO I- CO O CO N- O O V O N CO CON- O L) V N O 0) N c0 C0) c0 N N N O co V M M V V V M (o M V (o V (o M CO 0 0) N- M O•• co � M CN C6 C6 C6 C6 C6 Y U W 7 2 0 () Duck Creek* LO 0) CO co I- CO N CO CO I- N CO I- N- O CO I- O In In V I� (p N (p 6 I� N In N O V W V M CO V LO CO V M CO M V CO CO CO " N " (0 N oi CO CO V (6 (6 CC1 C C C CC1 (6 (6 C C C Durham Creek C F U 0 co V CO M 0) CO 0) 0 M CO CO 0) V LC) CO 0 N 0 LO LO LO V IN CO V 0) 0 0) 0 N V OLOO CO (6 (6 (6 C C C (6 (6 (6 C C C Porter Creek Porter DCUT11 Creek 0) V CO CO O O M O CO V LO LO CO N I� V CO CO 0) V CO M (o r 0) O CO 0) 0) M V Lo IN V IN V ci LO LO CO 0 0) 0) M CO LO V M 0 0) 0) LO V I� V CO CO N O I- (O M N- CO LO N- LO I� V CO CO N 0 COClO N- LO 0) 0) CO N N c c (O V Nil CO M " N 0 CON- LO 0) CO N CO 0) CO c CO V LO LO CO CO M .- 0) .- M cd LO V V .- O N N-M N LO N- CO 0 0) 0) N (0 V N- LO N w v 5 'p () 7 2 N w v 'p () 7 2 00 V N co N o0 0) co (o V CO V N co N o0 I� co (o V N CO N c c co • (O O V (o LC) Tooley Creek Cv o W �U > Y W W o W o () F COCOA O CO • 4co[n N- LO In ui co (co M Ccc C C C r LO O co (ui co l ) ci Ccc C C C CO CO cri 4 coo IN Z. a al m Broomfield Swamp SCUT* Creek O 0) CO CO of 4 co V CO In O 0) co c (oi CO ) • (6 (6 (6 O 0)co — co c (CO LO (6 (6 (6 PA2 Jacks Little Jacobs PA2* Drinkwater Creek Creek* Creek Creek i 43.44 43.44 43.44 43.44 43.44 55.62 55.62 55.62 55.62 55.62 41.60 41.60 41.60 41.60 41.60 52.87 52.87 52.87 52.87 52.87 56.75 56.75 56.75 56.75 56.75 52.70 52.70 52.70 52.70 52.70 46.61 46.61 46.61 46.61 46.61 56.55 56.55 56.55 56.55 56.55 54.86 54.86 54.86 54.86 54.86 67.02 67.02 67.02 67.02 67.02 51.73 51.73 51.73 51.73 51.73 O(O O O� I� N V co M COo CV O r- N V coM M (OO O N- V CO M COOo r- N V (0 M M CO O O� moM cam) co V CONLO ) C) L) 0) V M V (6 (6 (6 C C C (OO (NO CO V LO V C C C (6 (6 (6 CO V N co (O V O (q O V • r c ) V co M (6 (6 (6 C C C CO O CO V CO M C C C m m m CO O • V (co Rain Gauge Location co r All Years Min Max Average Pre- Years (impact) Min Max Average Post- Years Min Max Average I-F-6 Table I-F3. Evaluation results of APT and WETS to determine monthly rainfall conditions at the Aurora plant site in 2021. APT scores of 10-14 indicate conditions are normal, a score of 9 or lower indicates drier than normal conditions, and a score of 15 or above indicates wetter than normal conditions. APT score and results WETS 2021 score category 30/70 January 15 wetter than normal February 18 wetter than normal March 15 wetter than normal normal April 13 normal conditions normal May 5 drier than normal June 12 normal conditions above July 13 normal conditions normal August 13 normal conditions above September 9 drier than normal October 6 drier than normal normal November 6 drier than normal December 9 drier than normal above above below below = drier = wetter below below I-F-7 G. Tar River Discharge The Tar River is approximately 215 miles long and travels generally in a southeast direction where it ends in the Pamlico Sound estuary. Below the US Highway 17 Bridge in Washington, NC, the Tar River is called the Pamlico River. Tar River discharge data are available from USGS gauge station 02084000 located in Greenville, NC, approximately 35 miles upriver of the Aurora plant site. Daily discharge and Aurora plant site rainfall are presented in Figure I-G1. Tar River discharge is a component in the evaluation of salinity and is also included here as discharge can influence other parameters evaluated. The total discharge for 2021 was above average and the Aurora plant site rainfall was slightly below average for the years of the study. The total discharge for 2021 was 1,025,989 ft3/s, which was above the average discharge of 828,259 ft3/s and median discharge of 918,607 ft3/s for the years of the study. I-G-1 70DDD — 68000 66000 64000 62000 60000 58000 — 56000 5400D — 52000 50000 48000 46000 44000 42000 — 40000 38000 36000 34000 32000 30000 28000 26000 - 24000 22000 = 20000 - 18000 16000 - 14000 12000 10000 8000 6000 4000 7 2060 o- Tar River Average Daily Discharge at Greenville, NC (USGS Station 02084000) (1998-2021) No creeks monitoring occured in 2006 No creeks monitoring occured in 2006 PCS Plant Site Daily Rainfall (1998-2021) Figure I-G1. Average daily Tar River discharge at Greenville, NC (USGS Station 02084000) and Aurora Plant Site (Aurora 6N) daily rainfall during the years of the creek study. I-G-2