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HomeMy WebLinkAbout20151282 Ver 1_Buffer Determination Request_20151120Landis Landscape Architecture Soil Science Hydrologic Science Groundwater Science Environmental Science Expert Witness No V2020151' 20 1 5 1 2 8 2 Analysis of Significant Difference in Stream Determinations in Hidden Hollow Subdivision, Durham, NC November 18, 2015 Landis, PLLC 3908 Bentley Brook Drive Raleigh, NC 2 761 2 919-787-169 7 Landis November 18, 2015 Mr. Jay Zimmerman, Director NC Division of Water Resources C/o Ms. Karen Higgins 1650 Mail Service Center Raleigh, NC 27699 SO// _)CZenL'Y Hydrologzc Science Groundurater Scien�'e Environmental Scion: Water ked Management Landscape Ar-chitecturr Re: Analysis of Significant Difference in Stream Determinations made by Landis, PLLC and NCDEQ-RRO Dear Mr. Zimmerman: The following report is intended to provide you with an objective analysis for the reason(s) of the difference in stream determinations made by Barrett L. Kays, Senior Soil & Earth Scientist of Landis, PLLC and NCDEQ-RRO. This letter report will help your staff correct the NCDEQ-RRO stream determination on the Hidden Hollow Subdivision property in Durham County, NC. Background: On February 3, 2014, Danny Smith of NCDEQ-RRO issued a "Surface Water Determination Letter" (NBRRO#14-027 Durham County) regarding the Hidden Hollow Subdivision, 3310 Gibson Road, Durham, NC. The letter was not addressed or received by the property owners until last month. Based upon my conversations with NCDWR-RRO staff, they did not take any field notes or pictures to support the technical basis for their February 3, 2014 stream determination. This total absence of any field notes or pictures makes it extremely difficult for us to determine the actual basis of the DWR-RRO's determination letter. This almost total lack of factual documentation is most 3908 Bentley brook D, Raleigh, IUorth Carolina 776-1 telephone 919.696 6930 troubling to the property owners and it denies his ability to question anything in the determination letter without hiring an independent expert. The property owners requested that Barrett L. Kays, Senior Soil & Earth Scientist of Landis, PLLC conduct a detailed investigation of some of the streams on the property. The investigations by Dr. Kays showed that some of the streams classified as intermittent are in fact ephemeral streams. Based upon the these additional investigations and on behalf of the property owners, I am requesting a "Determination by the Director" and further that Dr. Kays be allowed to attend any subsequent site meetings of the NCDEQ. Contested Stream Determinations: Based upon the DWR-RRO's stream determination letter dated February 4, 2014, we believe that we are contesting the determinations for Feature A, A2, C, D, and E as shown on the letter and maps attached to the letter. However, Feature A2 is not shown on any of the maps attached to the letter. The February 4, 2014 stream determination letter refers to start and stop locations on Feature A, A2, and C. These three locations are unknown in that they are not shown on any of the maps attached to the letter. In addition the determination letter erroneously refers to the features located on a map from the Soil Survey of Wake County, North Carolina. The site is located in Durham County and not Wake County. Winter Climatic Comparison of 2014 and 2015: Attached is an Excel spread sheet of records obtained from the State Climatic Office of North Carolina. It contains daily records of minimum temperature and total daily precipitation. We have highlighted in yellow those days when the minimum temperature was 28° F or less. We have also added column E through H to summarize the rainfall data. 1. Winter Period — The last day of 28° F or less temperature in 2014 was March 27th and in 2015 it was March 29th. Therefore, both years are 1 comparable in terms of minimum temperatures. Further both the DWR- RRO's determination and Dr. Kays' determination were conducted in the winter period. 2. Winter Average Daily Precipitation — In 2014 DWR-RRO conducted its determination on February 4th and the average daily rainfall year to date was 0.0631 inches. In 2015 Dr. Kays conducted his determination on March 13th and the average daily rainfall year to date was 0.1127 inches or 179 -percent greater than 2014. Therefore, it was almost twice as wet leading up to Dr. Kays' determination, as compared to the DWR-RRO's determination. 3. 5 -Day Antecedent Rainfall — In 2014 DWR-RRO's determination was made on February 4th and the 5 -day antecedent rainfall was 0.0109 - inches. In 2015 Dr. Kays' determination was made on March 13th and the 5 -day antecedent rainfall was 0.1110 -inches. Therefore, on both dates there was likely no stormwater runoff affecting the conditions on the small tributary streams on the subject property. 4. Stream Flows — The DWR-RRO's file contain no information as to any flow in the subject streams. On the date of Dr. Kays' determination, he observed no flow in the subject streams. At this time, based upon the fact that in each year the 5 -day antecedent rainfall was quite low, our assumption is that there was no flow in any of the subject streams at the time of both of the determinations. Climate Conclusion: Based upon the climatic data, we conclude (1) that likely there was no flow in any of the subject streams at the time of the two determinations, (2) that the 5 -day antecedent rainfall indicates that there was no stormwater runoff into either of the subject streams at the time of the two determinations, and (3) that the average daily rainfall year to date for Dr. Kays' 2 determination was almost twice as much as prior to the DWR-RRO's determination. Therefore the "water table" should be the same elevation or higher at the time of Dr. Kays' determination as compared to the time of the DWR-RRO's determination, or conversely that the "water table" elevation should have been the same or lower at the time of the DWR-RRO's determination. Basis for Determination: The rules for identification of subject stream are contained in the definitions of streams according to 15A NCAC 02B .0233 Neuse River Basin: Nutrient Sensitive Waters Management Strategy: Protection and Maintenance of Existing Riparian Buffers. In 2005 NCDENR DWQ established a guidance document'. In 2010 NCDENR (now DEQ) established a revised guidance document2. Neither guidance document has been promulgated in the department's rules. The stream definitions in the subject rule provide the only promulgated regulatory basis for stream determinations. The definition of intermittent stream in the rule "means a well-defined channel that contains water for o ily part of the vanr fimically during the winter andspring when thea uatic bed is below the water table. The flow maybe heavily su lemented b stormwater runoff. An intermittent stream often lacks the biological and h drolo ical characteristics commonly associated with the conveyance of water". The only element of this definition that is measurable is the reference that "channel contains water for only part of the year, typically during the winter and spring when the aquatic bed is below the water table". Looking more specifically at this definition: Identification Methods for the Origins of Intermittent and Perennial Streams, Version 3.1, dated February 28, 2005, NCDENR, DWQ 2 Methodology for Identification of Intermittent and Perennial Streams and Their Origins, Version 4.11, dated September 1, 2010, NCDEQ, DWR. 3 I. 15A NCAC 02L .0102 defines "Water table" and it "means the surface of the saturated zone below which all interconnected voids are filled with water and at which the Pressure is atmos heric" 3. a. The procedure in determining the depth to ground water table as referenced in the department's 2005 guidance document was not conducted on February 2, 2014 according personnel conversation on October 13, 2015 with Ms. Sara Knies, DEQ-RRO. She indicated that she made a determination of hydric soils along the stream channel and used this as a basis for your stream determination as described in the 2010 guidance document. The areas of hydric soils seem inconsistent with the preliminary jurisdictional wetland determination completed by Mr. Scott Mitchell, PE, LSS and dated April 3, 2014, in that there are no wetlands mapped along the vast majority of the intermittent stream channels on the property. Ms. Knies also indicated that she did not fill out any data sheets or have notes beyond what is contained in the February 3, 2014 determination letter and attached maps. This means that there is no way to review her actual procedure and technical basis for her determination of each of the features. b. The suggested procedure in the department's 2005 guidance document states that: "Indicators of a current water table can be observed by digging a bore hole in the adjacent floodplain approximately two feet from the streambed. The presence of water standing in the hole above the 3 Atmospheric pressure — means the pressure controlled by the atmosphere such as +29.9 mm -bars of pressure. Compare that with pressure of -0.001 mm -bars of pressure in a wet soil in a hydric soil that appears wet, but in fact is in height well above the water table or saturated zone that is at +29.9 mm -bars. Saturation occurs when the water is at atmospheric pressure and most often water in soils is at negative pressures. 4 elevation of the channel bottom after waiting for at least 30 minutes (longer for clay soils) indicates the presence of a water table. This procedure appears to be consistent with the definition of "water table" in the Rules. This procedure was not done in the February 3, 2014 site visit according to personnel conversation with Ms. Sara Knies. Rather she used the hydric soils approach in the 2010 guidance document, but it is clear that the 2010 guidance is inconsistent with the definition of "water table" and "intermittent stream" in the Rules. c. The presence of hydric soil indicators above the elevation of the channel bottom in floodplain soils adjacent to the channel does not necessarily indicate the presence of a seasonal high water table in that the wetness in the soil may be not be at atmospheric pressure (as required in the definition of "water table"). It also does not necessarily mean that the water table is above the aquatic bed for any period of the year. The seasonally high water table is not the same as the "water table" as defined in the Rules which must be at atmospheric pressure. d. Landis, PLLC used the procedure described in the 2005 guidance document and came to a very different determination than NCDEQ- RRO did using the 2010 guidance document. Conclusion: The DWR has changed its guidance document about "water table" determination so that the 2010 version of the guidance document does no longer conforms to the definitions of "intermittent stream" and "water table" in the Rules. 2. "Part of the year, typically during the winter and spring" in the definition of "intermittent stream" in the Rules — means for some reasonable time 5 during the winter and spring. During the winter the "water table" is normally fairly constant although there is some variation on year to year based upon rainfall. The water table is lowered by evapotranspiration starting in the late winter and early spring, therefore the water table is usually at its highest in the late winter before the drawn down begins. The Soil Survey of Durham County lists the growing season based upon 28° F to start March 30 for 50% of years. a. The stream determination in 2014 was conducted on February 3, which qualifies as during the winter. b. The stream determination in 2015 was conducted on March 13, which also qualifies as during the winter. Conclusion: The time of year of the investigation by DEQ-RRO in 2014 and by Landis, PLLC in 2015 are correct. 3. Ms. Knies indicated that she used the definition of hydric soils in order to determine the depth to the seasonally high water table. When the seasonally high water table fluctuates above the water table it can be due to any of the following reasons.- a. easons: a. The zone of saturation appears to have risen by capillary action (negative pressures far below the atmospheric pressure) to cause redoximorphic depletions in the unsaturated zone above the water table. By the definition of "water table" in the Rules this does not constitute a rise of the water table or saturated zone. b. The zone of saturation appears to have risen by capillary action (negative pressures far below the atmospheric pressure) to cause redoximorphic concentrations in the unsaturated zone above the water table. By the definition of "water table" in the Rules this does not constitute a rise of the water table or saturated zone. 6 c. The zone of saturation appears to have risen by lateral seepage down the valley slopes and toward the stream but has not affected a rise in the saturated zone. By the definition of "water table" in the Rules this does not constitute a rise of the water table or saturated zone. Typical there is a dry soil zone between the water table and the lateral seepage has not yet moved down to the water table. d. The zone of saturation appears to have occurred by a perched water table above a heavy clay subsoil layer. It is a temporary wet zone prior to its movement downward to the saturated zone or water table. By the definition of "water table" in the Rules this does not constitute a rise of the water table or saturated zone. Typically there is a zone between the perched water table and the actual water table that has neither redoximorphic depletions nor concentrations. Because these four conditions frequently occur without any rise in the actual water table, basing the determination on the seasonally high water table often leads to very erroneous stream determinations. Conclusion: The determination of seasonally high water conducted by DEQ-RRO is not meant to determine the rise of the actual "water table" as defined in the Rules. In addition the DEQ-RRO does not have any data for their determination of the seasonally high water table. The procedure used by Landis, PLLC to determine the depth to actual water table is the correct procedure determine the depth to the "water table" for an "intermittent stream" both as defined in the Rules. Finding of Fact: In order to accurately make an intermittent stream determination according to the Rule definition of "intermittent stream" (1) it must 7 be a measure of the depth to the actual water table pursuant to the definitions of "water table" and "intermittent stream" (see procedure on page 16 of 2005 guidance document), (2) determinations for Durham County must be made in the winter and spring before March 30 for them to be accurate, and (3) a determination based upon hydric soils and assumption of depth to seasonally high water are not allowed in the Rules and can be erroneous (as the procedure is described on page 26-27 in the 2010 guidance document). Respectfully submitted and certified as being accurate, Landis, PLL Barrett L. Kays, Ph.D., LSS, CPSS Soil, Hydrologic, and Groundwater Scientist www.barrettkays.com www.LinkedIn.com/barrettkays www.behance.net/barrettkays Cc: Mr. Russell J. & Gweneth R. Briggs The Crosland Children's Trust Attachments: Appendix A - Location Map of Hidden Hollow Subdivision Property, Durham, NC Appendix B - Site Investigations for Stream Determinations, Hidden Hollow Subdivision, 3340 Gibson Road, Durham, NC Appendix C - Topographic Map of Hidden Hollow Subdivision Property, showing subject unnamed tributary streams Appendix D - Hidden Hollow, Preliminary Wetlands Delineation Sketch, dated April 3, 2014 Appendix E - DWR-RRO's Stream Determination Letter and Attached Maps, dated February 4, 2014 Appendix F - 2014 & 2015 Minimum Daily Temperature & Rainfall Data, Raleigh Durham Airport, NOAA Meteorological Station Appendix G - Resume of Barrett L. Kays, Ph.D., Soil & Earth Scientist 91 Appendix A - Location Map of Hidden Hollow Subdivision Property, Durham, NC TOPOI map printed on 10/16,•'15 from "North Garolina.tpo" and "Untitled,tpg" 78151.000' W 78150.000' W WGS84 78°49.000' W z i'• X ��_r Pip e :-...� O / ... :..V av o 7RHw ALL- 00 } uS,Dk z M i- l o aim 71 • 2 R �. ,. . �e. •^pKil i,� � ��f r z_ r,r f i Xb , Ulu 0 f IJP . O �' t � ♦ I.y rx 1. - ^t" _3i I — L — � Vit, � �� � � •• — � �lY 1 IN Ln Lr, rn T � , _ A . ♦, xsy� =..�1 '.I�WiiGr 164 7851,000' W 78"50,600, W y I MILE WGS84 78°49.000 W ILEI 0 500 1000 METFPS I Printed aem iOPO:' t207l'aticm.�t Geaasghi, �:oldine� fz�c^,r.tcpa.;,cm Appendix B - Site Investigations for Stream Determinations, Hidden Hollow Subdivision, 3340 Gibson Road, Durham, NC 11 Site Investigations for Stream Determinations Hidden Hollow Subdivision, 3340 Gibson Road, Durham, NC March 13, 2015 Barrett L. Kays, Ph.D., LSS, CPSS 1. Borinq Location — B-1 — is located on north side of the lower portion of a tributary stream shown on the attached topographic map. A boring was conducted with a hand auger adjacent to the stream on March 13, 2015 at 1:20 PM. The depth of water in the unlined auger hole was measured as approximately 1.9 -feet below the stream bed at 4:00 PM. Mr. Scott Mitchell's preliminary wetland map does not show any wetlands along the stream channel and no hydric soils were found to be present. The soils present are consistent with upland soils and are mapped as WsE — White Store Series, moderately well drained upland soils in the Soil Survey of Durham County, NC. WsE is not a hydric soil. The stream is an entrenched stream in the uplands and has a slope of approximately 1 -percent. The elevation of the water table was checked later in the spring on April 24, 2015 to determine if any significant draw down had occurred since March 13, 2015. The water table was found to be at approximately the same depth below the aquatic bed in the adjacent stream channel. This stream channel is shown as Feature C in the DWR-RRO's delineation letter and as more specifically shown on the larger attached topographic map from its confluence with Feature D. Conclusion: The stream channel adjacent to B-1 is an ephemeral stream and is not an intermittent stream because the water table is below the aquatic bed for a significant period in the winter and spring, and that there were no hydric soils present. 2. Borinq Location — B-2 — is located on the south side of the middle portion of a tributary stream shown on the attached topographic map. A boring was conducted with a hand auger adjacent to the stream on March 13, 2015 at 2:30 PM. The depth of water in the unlined auger hole was measured as approximately 2.0 -feet below the stream bed at 4:12 PM. Mr. Scott Mitchell's preliminary wetland map does not show any wetlands along the stream channel and thus no hydric soils were present. The soils present are consistent with upland soils and are mapped as WsE & WsC — White Store Series, moderately well drained upland soils in the Soil Survey of Durham 12 County, NC. WsE is not a hydric soil. The stream is an entrenched stream and has a slope of approximately 1 -percent. The elevation of the water table was checked later in the spring on April 24, 2015 to determine if any significant draw down had occurred since March 13, 2015. The water table was found to be at approximately the same depth below the aquatic bed in the adjacent stream channel. This stream channel is shown as Feature C in the DWR-RRO's delineation letter and as more specifically shown on the larger attached topographic map from its confluence with Feature D. Conclusion: The stream channel adjacent to B-2 is an ephemeral stream and is not an intermittent stream because the water table is below the aquatic bed and that there were no hydric soils present. 3. Boring Location — B-3 — is located on east side of the middle portion of a tributary stream shown on the attached topographic map. A boring was conducted with a hand auger adjacent to the stream on March 13, 2015 at 3:45 PM. The depth of water in the unlined auger hole was measured as approximately 1.5 -feet below the stream bed at 4:20 PM. Mr. Scott Mitchell's preliminary wetland map does not show any wetlands along the east side of the stream channel and thus no hydric soils were present. The soils present are consistent with upland soils and are mapped as WsE — White Store Series, moderately well drained upland soils in the Soil Survey of Durham County, NC. WsE is not a hydric soil. The stream is an entrenched stream along the edge of the uplands. The map does show some wetlands along smaller streams in the bottom area west of this stream. The elevation of the water table was checked later in the spring on April 24, 2015 to determine if any significant draw down had occurred since March 13, 2015. The water table was found to be at approximately the same depth below the aquatic bed in the adjacent stream channel. This stream channel is shown as Feature D in the DWR-RRO's delineation letter and as more specifically shown on the larger attached topographic map from the eastern property line down to its confluence with Feature C. The lower segment of Feature D which is below its confluence with Feature C is not contested because it was correctly delineated as intermittent by DWR- RRO's determination letter. 13 Conclusion: The stream channel adjacent to B-3 is an ephemeral stream and is not an intermittent stream because the water table is below the aquatic bed and that there were no hydric soils. 4. Boring Location — B-4 — is located on the east side of a minor tributary stream shown on the attached topographic map. A boring was conducted with a hand auger adjacent to the stream bed on March 13, 2015 at 3:45 PM. The depth of water in the unlined auger hole was measured as approximately 1.0 -feet below the stream bed at 4:20 PM. Mr. Scott Mitchell's preliminary wetland map does show wetlands along the stream channel, therefore it is likely that there are hydric soils in the lower portion of the stream channel. The elevation of the water table was checked later in the spring on April 24, 2015 to determine if any significant draw down had occurred since March 13, 2015. The water table was found to be at approximately the same depth below the aquatic bed in the adjacent stream channel. This stream channel is shown as Feature A in the DWR-RRO's delineation letter and as more specifically shown on the larger attached topographic map from the eastern property line down to its confluence with Feature D. Note Feature A2 location is unknown in that it is not shown on any of DWR-RRO's delineation maps. Conclusion: The stream channel adjacent to B-4 is an ephemeral stream and is not an intermittent stream because the water table is below the aquatic bed. Even though there are hydric soils present along the stream, the "water table" as defined in the Rules should take presence because the definition of "intermittent stream" in the Rules specifically requires the water table to be at or above the aquatic bed in the winter and spring. In addition, the hydric soils are indicating a "seasonally high water table" which is not the "water table" as defined in the Rules. 14 Appendix C - Topographic Map of Hidden Hollow Subdivision Property, showing subject unnamed tributary streams 15 3a 1 - I 330 —,./ 330 I � I I � i 6 � ng B_g SiE Boring Ba{ onU 0ke LZ 4 � S i Appendix D - Hidden Hollow, Preliminary Wetlands Delineation Sketch, dated April 3, 2014 17 0, iq ml >1 (D p 04 �4 0 44 a) 4J 134 1 0 m 04 p 0 0 p 04 04 0 J H 0 CN rt o H 04 0 CN m o "r to 0 LO H rq r -j r-4 r -i r -q ri r -i 0go U A W rX4 04 N :j rn 04 H 04 D4 Appendix E - DWR-RRO's Stream Determination Letter and Attached Maps, dated February 4, 2014 19 �J XX A� NCDENR North Carolina Department of Environmentand Wfural Resources Division' of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Joh=n, E.•Skvarla, III Governor Director Secretary February 3„2014 .Martin Riclim_ and (via Email) Subject: Surface WaterDetermination Letter NBRRO##,14-027 Durham County - Determination Type Buffer Call Isolated or EIP'Call ® Neuse (15A NCAC 2B .0233) Stop@; ❑ Tar -Pamlico (15A NCAC.2B .0259) EphemeraUlntermittoh&Perenrilal Determination [] Jord in,(1'5A NC -AC 2B 0267) ❑_I'solated'Wetlancl Determination Project Name: , _Hidden H611ow,Subdivision%334`0 Gibson Road, Durham. Location/Directions: Subject,property°is an,undeveloped,tracflocaied`at westermend,of Grimes Drive,.souih of Gibson Road in Durham "County Subject Stream: UT to Little,Lick Creek Determination Date: Tebruaiy' 3, 2014' ,Staff. Sara Khies Feature E/7/P Not Sub'ect Subject Start@, Stop@; Soil USES Surve To o, A'_ I X SA -2 SA -IP X -A2, P X SA -IP Throu out` X B' P X' Throu out Throu out X G I X - SC -3 Thtou hout. X `D I; X Throughout: "Thou out X E E X X Little,LlcY P Creek* I X' Throughout Throughout X X _ .Ephemeral/Intermrttent/Perennial **Little;Lick Greek-is-located'off-site; however, buffers,mayimpact,projeet area. Explanation:. Theffeature(s), listed above has,or have.been,located on the Soil Survey of Wake County, North Carolina`or the most recent copy -of the USGS Topographic map -ata ,1:24;000 scale. Each feature that ibn�hecked Norq Carohna Vulatu«y ,North Carolina Division of Water,Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone (919) 791'-4200 Internet- www newaterguality org Location .3800 Barrett,Dnve Raleigh; NC ,27609 Fax (919) 788-7159 An Equ_al,Opportunity/Affirmabve Action Employer- 50% Recycled/10% Post ConsumerPaper Hidden Hollows/33103 Gibson Road Durham County February 3, 2014 Page 2 oft "Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not show up On the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources (DWR). This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the of party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWR %VeBsCaPe Unit, 1650 Mail Service Center, Raleigh, NC 27699. This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. The owner/future owners should notify the Division of Water Resources (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division 'of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884. If you have questions regarding this determination, please feel free to contact Sara Knies at (919) 791-4200 � Danny Smi Supervisor Water Qua ity Section Raleigh Regional Office cc: RRO/SWP File Copy m LL 4e* WIN L2.j Appendix F - 2014 & 2015 Minimum Daily Temperature & Rainfall Data, Raleigh Durham Airport, NOAA Meteorological Station 25 STATE CLIMATE OFFICE OF NORTH CAROLINA NC STATE UNIVERSITY CRONOS Database Station ID: KRDU Station type: ASOS Station name: Raleigh-Durham Airport City, State: Raleigh, NC County: Wake County Latitude: 35.8776389 Longitude: -78.7874722 Elevation: 435 feet above sea level Climate division: NC04 - CENTRAL PIEDMONT Supported by: NOAA National Weather Service Data retrieval from KRDU- Raleigh-Durham Airportfor 2014-01-01- 2015-10-01 (639 days) 639 records for this period of record (100% data available) Date/Time (EST) Number of Records Compiled 2m Min. Air Temp. F Daily SUM of 2m Hourly Preci . (in) 1/1/2014 24(100%) 28.9 1/2/2014 24(100%) 37 0.3304 1/3/2014 24(100%) 219 1/4/2014 24(100%) 19 1/5/2014 24(100%) 37 0.0001 1/6/2014 24(100%) 16 0.1303 1/7/2014 24(100%) 9 1/8/2014 25(104%) 15.1 1/9/2014 24(100%) 25 1/10/2014 24(100%) 39 0.5707 1/11/2014 24(100%) 45 0.2802 1/12/2014 24(100%) 39 1/13/2014 24(100%) 33.1 1/14/2014 24(100%) 37.9 0.3008 1/15/2014 24(100%) 33.1 0.0002 1/16/2014 24(100%) 33.1 0.0704 1/17/2014 24(100%) 28.9 1/18/2014 24(100%) 27 1/19/2014 24(100%) 30 1/20/2014 24(100%) 30 1/21/2014 24(100%) 26.1 0.1003 1/22/2014 24(100%) 18 0.0006 1/23/2014 24(100%) 16 1/24/2014 24(100%) 10.9 1/25/2014 24(100%) 18 1/26/2014 24(100%) 21.9 1/27/2014 24(100%) 33.1 1/28/2014 24(100%) 18 0.1702 1/29/2014 24(100%) 15.1 0.0103 1/30/2014 24(100%) 7 1/31/2014 24(100%) 15.1 1.9645 January 2/1/2014 24(100%) 24.1 0.0006 2/2/2014 24(100%) 41 2/3/2014 24(100%) 39.9 0.1802 2.1453 YTD 2/4/2014 24(100%) 37.9 0.4801 0.0631 IN/DAY YTD 2/5/2014 24(100%) 37.9 0.0609 2/6/2014 24(100%) 30.9 2/7/2014 24(100%) 35.1 30 2/8/2014 24(100%) 34 30 2/9/2014 24(100%) 28.9 28 2/10/2014 24(100%) 35.1 0.0804 2/11/2014 24(100%) 25 0.0001 2/12/2014 24(100%) 23 0.6201 2/13/2014 24(100%) 30 0.4109 2/14/2014 24(100%) 27 43 2/15/2014 24(100%) 32 0.2702 2/16/2014 24(100%) 28.9 0.0001 2/17/2014 24(100%) 28 46 2/18/2014 24(100%) 35.1 0.0002 2/19/2014 24(100%) 48.9 0.5001 2/20/2014 24(100%) 52 30 2/21/2014 24(100%) 42.1 0.4003 2/22/2014 24(100%) 36 39 2/23/2014 24(100-/,) 34 32 2/24/2014 24(100%) 37.9 46 2/25/2014 24(100%) 28.9 36 2/26/2014 24(100%) 32 30 2/27/2014 24(100%) 24.1 34 2/28/2014 24 (100%) 26.1 28.9 3/1/2014 24 (100%) 28 24.1 3/2/2014 24 24(100%) 44.1 3/3/2014 24(100%) 19.9 0.3606 3/4/2014 24 (10 no/.) I d� 42.1 3.0042 27 F 3/5/2014 24(100%) 30 3/6/2014 24(100%) 30 0.5401 3/7/2014 24(100%) 28 1.7301 3/8/2014 24(100%) 27 3/9/2014 24(100%) 39 3/10/2014 24(100%) 34 3/11/2014 24(100%) 44.1 3/12/2014 24 (100%) 43 0.3506 3/13/2014 24(100%) 28.9 3/14/2014 24(100%) 24.1 3/15/2014 24(100%) 46 3/16/2014 24(100%) 36 0.2802 3/17/2014 24(100%) 30.9 0.461 3/18/2014 24(100%) 30 0.1016 3/19/2014 24(100%) 35.1 0.0409 3/20/2014 24(100%) 39 3/21/2014 24 (100%) 32 3/22/2014 24(100%) 46 3/23/2014 24(100%) 36 0.1401 3/24/2014 24(100%) 30 3/25/2014 24 (100%) 34 0.0303 3/26/2014 24(100%) 28.9 3/27/2014 24 (100%) 24.1 3/28/2014 24(100%) 44.1 0.3002 3/29/2014 24(100%) 55.9 0.5005 3/30/2014 24(100%) 42.1 0.2301 3.0042 27 F 3/31/2014 24(100%) 36 5.0663 March 4/1/2014 24(100%) 39 4/2/2014 24(100%) 52 4/3/2014 24(100%) 50 0.0002 4/4/2014 24(100%) 57 4/5/2014 24(100%) 53.1 4/6/2014 24(100%) 44.1 0.0001 4/7/2014 24(100%) 43 1.4208 4/8/2014 24(100%) 55 0.0103 4/9/2014 24 (100%) 45 0.0704 4/10/2014 24(100%) 39.9 4/11/2014 24(100%) 52 4/12/2014 24(100%) 54 4/13/2014 24(100%) 59 4/14/2014 24(100%) 63 0.0303 4/15/2014 24(100%) 39 1.3204 4/16/2014 24(100%) 33.1 4/17/2014 24(100%) 30.9 4/18/2014 24(100%) 37.9 0.1701 4/19/2014 24(100%) 46 0.5703 4/20/2014 24(100%) 48.9 4/21/2014 24(100%) 42.1 4/22/2014 24(100%) 46.9 0.0001 4/23/2014 14(58%) 55.9 4/24/2014 18(75%) 39.9 4/25/2014 24(100%) 48.9 0.4702 4/26/2014 24(100%) 48.9 4/27/2014 24(100%) 51.1 4/28/2014 24(100%) 54 0.0006 4/29/2014 24(100%) 52 0.051 4/30/2014 24(100%) 64.9 1.1203 5.2351 Aril 5/1/2014 24(100%) 63 5/2/2014 24(100%) 51.1 5/3/2014 24(100%) 53.1 5/4/2014 24(100%) 48.9 5/5/2014 24(100%) 55 0.0001 5/6/2014 24(100%) 55.9 5/7/2014 24(100%) 59 5/8/2014 24(100%) 55 5/9/2014 24(100%) 63 0.0702 5/10/2014 24(100%) 64 0.0002 5/11/2014 24(100%) 60.1 5/12/2014 24(100%) 57.9 5/13/2014 24(100%) 66.9 5/14/2014 24(100%) 68 5/15/2014 24(100%) 66.9 3.38 5/16/2014 24(100%) 55 0.1801 5/17/2014 24(100%) 46.9 5/18/2014 24(100%) 46 5/19/2014 24(100%) 45 5/20/2014 24(100%) 50 5/21/2014 24000%) 60.1 28 5/22/2014 j 24(100%) I 64 1 5/23/2014 1 24(100%) 63 1 n nnni 5/24/2014 24 (100%) 53.1 5/25/2014 24 (100%) 54 5/26/2014 24 (100%) 61 0.09 5/27/2014 24(100%) 66 0.2202 5/28/2014 24(100-/,) 64 5/29/2014 24(100%) 64.9 0.0801 5/30/2014 24(100%) 63 0.0004 5/31/2014 24(100%) 63 6/1/2014 24(100-/,) 53.1 6/2/2014 24(100%) 52 6/3/2014 24(100%) 57 0.05 6/4/2014 24(100%) 64.9 0.0201 6/5/2014 24(100%) 72 0.0001 6/6/2014 24(100%) 68 0.0002 6/7/2014 24(100%) 62.1 6/8/2014 24(100%) 64.9 0.0001 6/9/2014 24(100%) 69.1 0.2901 6/10/2014 24(100%) 68 6/11/2014 24 (100%) 68 0.5801 6/12/2014 24(100%) 69.1 0.0801 6/13/2014 24(100%) 66.9 0.4203 6/14/2014 24(100%) 60.1 6/15/2014 24(100%) 57.9 6/16/2014 24(100%) 69.1 0.0801 6/17/2014 24(100%) 70 6/18/2014 24(100%) 70 6/19/2014 24(100%) 70 0.2703 6/20/2014 24(100%) 68 0.64 6/21/2014 24(100%) 68 0.0001 6/22/2014 24(100%) 68 6/23/2014 24(100%) 64.9 6/24/2014 24(100%)-64 6/25/2014 24(100%)- 73 0.0001 6/26/2014 24(100%) 69.1 0.0001 6/27/2014 24(100%) 70 0.8804 6/28/2014 24(100%) 69.1 6/29/2014 24(100%) 60.1 6/30/2014 24(100%) 66 7/ 1 /2014 24(100%) 73.9 7/2/2014 24(100%) 75.9 7/3/2014 24(100%) 73.9 0.0006 7/4/2014 24(100%) 71.1 0.0001 7/5/2014 24(100%) 61 7/6/2014 24(100%) 61 7/7/2014 24(100%) 66.9 7/8/2014 24(100%) 73.9 7/9/2014 24(100%) 73.9 0.0203 7/10/2014 24(100%) 71.1 0.6603 7/11/2014 24(100%) 69.1 7/12/2014 24(100%) 66 7/13/2014 24(100%) 71.1 29 7/14/2014 24(100%) 75 0.0001 7/15/2014 24(100%) 70 4.21 7/16/2014 24(100%) 64 7/17/2014 24(100%) 60.1 7/18/2014 24(100%) 64 7/19/2014 24(100%) 66 0.0001 7/20/2014 24(100%) 68 0.9304 7/21/2014 24(100%) 73 1.1603 7/22/2014 24(100%) 72 0.0005 7/23/2014 24(100%) 71.1 7/24/2014 24(100%) 68 1.4501 7/25/2014 24(100%) 66 7/26/2014 24(100%) 69.1 7/27/2014 24(100%) 72 0.4501 7/28/2014 24(100%) 70 0.0001 7/29/2014 24(100%) 63 7/30/2014 19(79%) 64 0.0001 7/31/2014 16(67%) 66 0.0802 8/1/2014 24(100%) 64.9 0.7111 8/2/2014 24(100%) 64 0.0811 8/3/2014 24(100%) 66.9 8/4/2014 24(100%) 68 8/5/2014 24(100%) 68 8/6/2014 24(100%) 70 8/7/2014 24(100%) 69.1 8/8/2014 24(100%) 69.1 0.0004 8/9/2014 24(100%) 64 1.0106 8/10/2014 24(100%) 66 0.56 8/11/2014 24(100%) 71.1 0.3102 8/12/2014 24(100%) 70 2.4501 8/13/2014 24(100%) 68 8/14/2014 24(100%) 57.9 8/15/2014 24(100%) 61 8/16/2014 24(100%) 68 8/17/2014 24(100%) 70 8/18/2014 24(100%) 70 0.6103 8/19/2014 24(100%) 69.1 8/20/2014 24(100%) 70 1.06 8/21/2014 24(100%) 71.1 0.0001 8/22/2014 24(100%) 71.1 8/23/2014 24(100%) 72 0.0102 8/24/2014 24(100%) 64 8/25/2014 24(100%) 60.1 8/26/2014 24(100%) 60.1 8/27/2014 24(100%) 57.9 8/28/2014 24(100%) 64.9 8/29/2014 24(100%) 72 0.0702 8/30/2014 24(100%) 72 8/31/2014 24(100%) 73 9/l/2014 24(100%) 73 9/2/2014 24(100%) 71.1 9/3/2014 24(100%) 71.1 0.0001 9/4/2014 24(100%) 71.1 1.1802 30 31 9/5/2014 24(100%) 71.1 9/6/2014 24(100%) 71.1 9/7/2014 24(100%) 70 0.0003 9/8/2014 24(100%) 68 1.0404 9/9/2014 24(100%) 66 0.0307 9/10/2014 24(100%) 68 9/11/2014 24(100%) 66.9 0.09 9/12/2014 24(100%) 70 0.0104 9/13/2014 24(100%) 69.1 0.0203 9/14/2014 24(100%) 62.1 0.0304 9/15/2014 24 (100%) 63 0.0002 9/16/2014 24(100%) 66.9 0.0103 9/17/2014 24(100%) 66 9/18/2014 -24(100%) 59 0.01 9/19/2014 24(100%) 63 9/20/2014 24(100%) 57.9 9/21/2014 24(100%) 63 0.1201 9/22/2014 24(100%) 61 9/23/2014 24 (100%) 55 0.1502 9/24/2014 24(100%) 55 3.1707 9/25/2014 24(100%) 63 0.041 9/26/2014 24(100%) 59 0.0009 9/27/2014 24(100%) 55 9/28/2014 24(100%) 54 9/29/2014 24(100%) 64 0.0114 9/30/2014 24(100%) 59 10/1/2014 24(100%) 55.9 10/2/2014 24(100%) 59 10/3/2014 24 (100%) 64.9 0.0905 10/4/2014 24(100%) 46.9 10/5/2014 24(100%) 41 10/6/2014 24(100%) 45 10/7/2014 24(100%) 55 10/8/2014 24(100%) 60.1 10/9/2014 24(100%) 51.1 10/10/2014 24(100%) 57.9 0.62 10/11/2014 24(100%) 57.9 0.2301 10/12/2014 24(100%) 57 0.0206 10/13/2014 24(100%) 60.1 10/14/2014 24(100%) 70 0.4203 10/15/2014 24(100%) 57 0.6201 10/16/2014 24(100%) 53.1 10/17/2014 24(100%) 48.9 10/18/2014 24(100%) 53.1 10/19/2014 24(100%) 44.1 10/20/2014 24(100%) 41 0.0002 10/21/2014 24(100%) 51.1 10/22/2014 24(100%) 48 10/23/2014 24(100%) 42.1 10/24/2014 24(100%) 43 10/25/2014 24(100%) 39 10/26/2014 24(100%) 45 10/27/2014 24(100%) 39.9 31 L10/28/2014 24(100%) 50 10/29/2014 24(100%) 55.9 0.1801 10/30/2014 24(100%) 48 10/31 /2014 24(100%) 42.1 11/1/2014 24(100%) 45 0.6102 11/2/2014 24(100%) 37 11/3/2014 24(100%) 28.9 11/4/2014 24(100%) 39.9 11/5/2014 24(100%) 46.9 11/6/2014 24(100%) 50 0.2109 11/7/2014 24(100%) 37.9 11/8/2014 24(100%) 30.9 11/9/2014 24(100%) 39.9 11/10/2014 24(100%) 35.1 11/11/2014 24(100%) 45 11/12/2014 24(100%) 50 11/13/2014 24(100%) 44.1 11/14/2014 24(100%) 28.9 0.0006 11/15/2014 24 (100%) 25 11/16/2014 24(100%) 27 0.0405 11/17/2014 24(100%) 43 0.4302 11/18/2014 24(100%) 23 11/19/2014 24(100%) 19 11/20/2014 24(100%) 28 11/21/2014 24(100%) 26.1 11/22/2014 24(100%) 21.9 11/23/2014 24(100%) 34 0.6405 11/24/2014 24(100%) 60.1 0.0106 11/25/2014 24(100%) 48.9 0.0906 11/26/2014 24(100%) 35.1 1.7006 11/27/2014 24(100%) 35.1 0.0509 11/28/2014 24(100%) 26.1 11/29/2014 24(100%) 27 11/30/2014 24(100%) 36 12/1/2014 24(100%) 44.1 12/2/2014 24(100%) 46 0.0005 12/3/2014 24(100%) 28.9 0.0004 12/4/2014 24 (100%) 39.9 12/5/2014 24(100%) 39.9 12/6/2014 24(100%) 46 0.1605 12/7/2014 24(100%) 35.1 12/8/2014 24(100%) 34 0.1301 12/9/2014 23(96%) 35.1 0.5407 12/10/2014 24(100%) 32 12/11/2014 24(100%) 26.1 12/12/2014 24(100%) 26.1 12/13/2014 24(100%) 28 12/14/2014 24(100%) 28.9 12/15/2014 24(100%) 30 12/16/2014 24(100%) 37 0.3203 12/17/2014 24 (100%) 39 12/18/2014 24(100%) 30.9 12/19/2014 24(100%) 36 32 12/20/2014 24(100%) 30.9 0.0702 12/21/2014 24(100%) 37.9 0.0001 12/22/2014 24(100%) 36 0.4016 12/23/2014 24(100%) 37 0.9009 12/24/2014 24(100%) 46 1.711 12/25/2014 24(100%) 35.1 0.0302 12/26/2014 24(100%) 30 12/27/2014 24(100%) 30.9 12/28/2014 24(100%) 48 0.0102 12/29/2014 24(100%) 41 0.721 12/30/2014 24(100%) 28 0.0209 12/31/2014 24(100%) 26.1 1/1/2015 24(100%) 23 1/2/2015 24(100%) 41 1/3/2015 24(100%) 46 0.1609 1/4/2015 24(100%) 48.9 0.2901 1/5/2015 24(100%) 32 1/6/2015 24(100%) 26.1 1/7/2015 24(100%) 16 1/8/2015 24(100%) 10.9 1/9/2015 24(100%) 21.9 1/10/2015 24(100%) 21.9 1/11/2015 24(100%) 17.1 1/12/2015 24(100%) 36 1.2907 1/13/2015 24(100%) 30.9 0.0313 1/14/2015 24(100%) 28 0.0121 1/15/2015 24(100%) 30.9 0.0003 1/16/2015 24(100%) 30 0.0001 1/17/2015 24(100%) 27 1/18/2015 24(100%) 41 0.4901 1/19/2015 24(100%) 30.9 1/20/2015 24(100%) 39 1/21/2015 23(96%) 36 1/22/2015 24(100%) 30 1/23/2015 24(100%) 35.1 0.6701 1/24/2015 24(100%) 35.1 0.1403 1/25/2015 24(100%) 28.9 1/26/2015 24(100%) 37.9 0.2406 1/27/2015 24(100%) 30.9 0.0105 1/28/2015 24(100%) 25 1/29/2015 24(100%) 23 0.02 1/30/2015 24(100%) 28.9 0.0002 1/31/2015 24(100%) 21.9 2/l/2015 24(100%) 32 2/2/2015 24(100%) 30 0.3903 2/3/2015 24(100%) 21.9 2/4/2015 24(100%) 25 2/5/2015 24(100%) 27 0.0001 2/6/2015 24(100%) 17.1 2/7/2015 24(100%) 26.1 2/8/2015 24(100%) 39 2/9/2015 24(100%) 45 0.4001 5.0186 3.3573 33 December 2/10/2015 1 24(100%) 36 0.1703 2/11/2015 24(100%) 30 2/12/2015 24(100%) 28.9 2/13/2015 24(100%) 23 2/14/2015 24 (100%) 21.9 0.0002 2/15/2015 24(100%) 15.1 2/16/2015 24(100%) 19 0.2101 2/17/2015 24(100%) 19 0.3803 2/18/2015 24(100%) 19 0.0603 2/19/2015 24(100%) 12 2/20/2015 24(100%) 7 2/21/2015 24(100%) 18 2/22/2015 24(100%) 34 0.0801 2/23/2015 24(100%) 30 0.0304 2/24/2015 24(100%) 21 0.0907 2/25/2015 24(100%) 18 0.34 2/26/2015 24(100%) 28 0.7404 2/27/2015 24(100%) 23 2/28/2015 24 (100%) 26.1 2.8933 Februar 3/1/2015 24 (100%) 28 0.6703 3/2/2015 24(100%) 34 0.0002 3/3/2015 24(100%) 35.1 0.0705 3/4/2015 24(100%) 37.9 0.0201 3/5/2015 24(100%) 32 0.9707 3/6/2015 24(100%) 24.1 3/7/2015 24(100%) 19.9 3/8/2015 24(100%) 35.1 3/9/2015 24 (100%) 48 3/10/2015 24(100%) 50 0.0004 3/11/2015 24(100%) 59 0.1106 3/12/2015 24(100%) 48.9 3/13/2015 24(100%) 42.1 0.0208 8.1142 YTD IN/DAY 3/14/2015 24(100%) 45 0.3005 0.1127 YTD 3/15/2015 24(100%) 48 3/16/2015 24(100%) 41 3/17/2015 24(100%) 46.9 3/18/2015 24(100%) 39 3/19/2015 24(100%) 39.9 0.3402 3/20/2015 24(100%) 39.9 0.3101 3/21/2015 24(100%) 39.9 3/22/2015 24(100%) 46.9 3/23/2015 24(100%) 43 0.0001 3/24/2015 24(100%) 36 3/25/2015 24(100%) 46.9 0.0005 3/26/2015 24(100%) 57 0.1302 3/27/2015 24(100%) 39.9 0.1808 3/28/2015 24(100%) 32 3/29/2015 24(100%) 21.9 3/30/2015 24(100%) 41 0.1601 3/31/2015 24(100%) 35.1 3.2861 March 4/l/2015 24(100%) 46.9 34 0.1110 4/2/2015 24(100%) 39 4/3/2015 24(100%) 61 4/4/2015 24(100%) 43 4/5/2015 24(100%) 33.1 4/6/2015 24(100%) 52 4/7/2015 24(100%) 61 0.1107 4/8/2015 24(100%) 62.1 0.0004 4/9/2015 24(100%) 57 0.5303 4/10/2015 24(100%) 64.9 4/11/2015 24(100%) 52 4/12/2015 24(100%) 46.9 4/13/2015 24(100%) 50 4/14/2015 24(100%) 61 1.231 4/15/2015 23(96%) 52 0.2413 4/16/2015 24(100%) 48 0.0509 4/17/2015 24(100%) 55.9 0.0003 4/18/2015 18(75%) 61 0.0101 4/19/2015 24(100%) 63 0.7601 4/20/2015 24(100%) 63 0.2704 4/21/2015 24(100%) 52 0.6401 4/22/2015 24(100%) 44.1 4/23/2015 24(100%) 48.9 4/24/2015 24(100%) 37.9 13.3823 YTD 4/25/2015 24(100%) 45 0.3404 IN/DAY 0.1184 YTD 4/26/2015 24(100%) 46 0.0202 4/27/2015 24(100%) 39 4/28/2015 24(100%) 39 4/29/2015 24(100%) 43 4/30/2015 24(100%) 51.1 0.9908 5.197 Aril 5/1/2015 24(100%) 51.1 0.5804 5/2/2015 24(100%) 46 5/3/2015 24(100%) 46.9 5/4/2015 24(100%) 53.1 5/5/2015 24(100%) 55.9 5/6/2015 24(100%) 54 5/7/2015 24(100%) 57.9 5/8/2015 24(100%) 57 5/9/2015 24(100%) 64.9 0.03 5/10/2015 24(100%) 68 0.2206 5/11/2015 24(100%) 48.9 0.14 5/12/2015 24(100%) 68 5/13/2015 24(100%) 57.9 5/14/2015 24(100%) 55.9 5/15/2015 24(100%) 55 5/16/2015 24(100%) 60.1 5/17/2015 24(100%) 63 5/18/2015 24(100%) 69.1 5/19/2015 24(100%) 70 1.38 5/20/2015 24(100%) 62.1 5/21/2015 24(100%) 57 0.2404 5/22/2015 24(100%) 52 5/23/2015 24(100%) 48 35 5/24/2015 24(100%) 54 5/25/2015 24(100%) 57 5/26/2015 24(100%) 64.9 5/27/2015 24(100%) 69.1 0.3002 5/28/2015 24(100%) 68 0.1502 5/29/2015 24(100%) 66 5/30/2015 24(100%) 66 5/31/2015 24(100%) 69.1 6/1/2015 24(100%) 68 0.0802 6/2/2015 24(100%) 66.9 0.1507 6/3/2015 24(100%) 63 0.0217 6/4/2015 24(100%) 61 0.0216 6/5/2015 24(100%) 60.1 0.0106 6/6/2015 24(100%) 59 6/7/2015 24(100%) 62.1 6/8/2015 24(100%) 64.9 6/9/2015 24(100%) 66.9 0.3102 6/10/2015 24(100%) 66.9 0.25 6/11/2015 24(100%) 70 0.0801 6/12/2015 24(100%) 71.1 0.0001 6/13/2015 24(100%) 73.9 6/14/2015 24(100%) 71.1 6/15/2015 24(100%) 72 6/16/2015 23(96%) 73 6/17/2015 19-(79%) 73.9 0.5101 6/18/2015 24(100%) 71.1 2.1001 6/19/2015 24(100%) 72 0.2303 6/20/2015 22(92%) 71.1 0.1 6/21/2015 24(100%) 73 6/22/2015 24(100%) 70 6/23/2015 24(100%) 75.9 6/24/2015 24(100%) 73.9 6/25/2015 24(100%) 71.1 0.3105 6/26/2015 24(100%) 69.1 1.2403 6/27/2015 24(100%) 70 1.0103 6/28/2015 23(96%) 64 6/29/2015 24(100%) 60.1 6/30/2015 24(100%) 66.9 0.0203 7/1/2015 24(100%) 66.9 0.0002 7/2/2015 24(100%) 72 0.2401 7/3/2015 24(100%) 69.1 0.1403 7/4/2015 24(100%) 69.1 0.0601 7/5/2015 24(100%) 69.1 0.7901 7/6/2015 24(100%) 70 7/7/2015 27(113%) 70 7/8/2015 24(100%) 72 0.0001 7/9/2015 24(100%) 72 7/10/2015 24(100%) 73 7/11/2015 24(100%) 72 7/12/2015 24(100%) 66 7/13/2015 24(100%) 71.1 0.6505 7/14/2015 24(100%) 70 7/15/2015 24(100%) 73.9 0.0001 36 7/16/2015 24(100%) 72 7/17/2015 24(100%) 68 7/18/2015 24(100%) 73.9 0.02 7/19/2015 24(100%) 72 1.5701 7/20/2015 24(100%) 72 0.0001 7/21/2015 24(100%) 73 0.78 7/22/2015 24(100%) 71.1 7/23/2015 24(100%) 72 0.7603 7/24/2015 24(100%) 69.1 7/25/2015 24(100%) 64 7/26/2015 24(100%) 66 7/27/2015 24(100%) 72 0.0001 7/28/2015 24(100%) 73 0.0007 7/29/2015 24(100%) 75 7/30/2015 24(100%) 73 7/31/2015 24(100%) 71.1 0.0001 8/1/2015 24(100%) 64.9 8/2/2015 24(100%) 64.9 8/3/2015 24(100%) 69.1 8/4/2015 24(100%) 73 8/5/2015 24(100%) 73 8/6/2015 24(100%) 71.1 1.6801 8/7/2015 24(100%) 70 0.0208 8/8/2015 24(100%) 66 8/9/2015 24(100%) 64 8/10/2015 24(100%) 71.1 0.0001 8/11/2015 24(100%) 69.1 0.2902 8/12/2015 24(100%) 64.9 8/13/2015 24(100%) 63 8/14/2015 24(100%) 64.9 8/15/2015 24(100%) 66 8/16/2015 24(100%) 69.1 8/17/2015 24(100%) 69.1 8/18/2015 24(100%) 73.9 0.0006 8/19/2015 24(100%) 72 0.1902 8/20/2015 24(100%) 72 8/21/2015 24(100%) 70 8/22/2015 19(79%) 66 8/23/2015 22(92%) 61 8/24/2015 24(100%) 72 0.8901 8/25/2015 24(100%) 72 8/26/2015 24(100%) 69.1 8/27/2015 24(100%) 64.9 8/28/2015 24(100%) 60.1 8/29/2015 24(100%) 60.1 8/30/2015 24(100%) 63 8/31/2015 24(100%) 66.9 1.7504 9/1/2015 24(100%) 66.9 9/2/2015 24(100%) 68 0.1 9/3/2015 24(100%) 69.1 9/4/2015 24(100%) 68 0.0002 9/5/2015 24(100%) 69.1 0.0002 9/6/2015 24(100%) 66 0.0001 37 9/7/2015 24(100%) 71.1 0.0002 9/8/2015 24(100%) 70 0.0402 9/9/2015 24(100%) 71.1 0.2101 9/10/2015 24(100%) 71.1 0.2102 9/11/2015 24(100%) 70 0.0002 9/12/2015 24(100%) 68 0.3401 9/13/2015 24(100%) 55.9 9/14/2015 24(100%) 48 9/15/2015 24(100%) 50 9/16/2015 24(100%) 52 9/17/2015 24(100%) 60.1 9/18/2015 24(100%) 55.9 9/19/2015 24(100%) 62.1 9/20/2015 24(100%) 62.1 9/21/2015 24(100%) 64.9 0.0001 9/22/2015 24( 100%) 66 9/23/2015 23(96%) 63 9/24/2015 24(100%) 60.1 0.2002 9/25/2015 24(100%) 64 1.4205 9/26/2015 24(100%) 64 1.0204 9/27/2015 24(100%) 64 0.0304 9/28/2015 24(100%) 70 0.2606 9/29/2015 24(100%) 73.9 0.9206 9/30/2015 24(100%) 66 0.0604 10/1/2015 24(100%) 57.9 0.3408 38 BARRETT L. KAYS, Ph.D. www.barrettkays.com www.linkedin.com/in/barrettkays barrettkaysCcD-gmail. com 919-787-1617 (0) 919-696-6930 (C) SENIOR SOIL & EARTH SCIENTIST Dr. Kays is a talented, innovative and award winning ecological and earth scientist, recognized for detailed and accurate analysis of natural resources, terrestrial and aquatic ecosystems, critical habitats, watersheds, wetlands, surface waters, groundwaters, soil systems, and contaminated sites. He blends his commitment for rigorous scientific and analytical basis for evaluation of natural resources with his knowledge of federal and state natural resource and environmental regulations. He has served as ecological & earth sciences consultant to USGSA, USFWS, USACE, and USDOJ. Dr. Kays has 39 years in research, business development, administration, project management, and project accounting. He is a proven leader in directing multi -disciplinary teams in creation of unique sustainable solutions for clients' projects. He has directed projects in twenty-three states: CA, CT, DE, FL, GA, IA, ID, IN, IL, LA, MD, MS, MO, NC, NJ, NY, PA, SC, SD, TX, VA, WV, and DC. CAREER ACHIEVEMENTS MANAGEMENT • Managed 5+ billion dollars of projects for corporate and governmental clients • 15+ years of experience as manager, business developer, client and public relations of 40 personnel environmental science consulting firm • 15+ years of experience managing 4 environmental divisions and oversight of QA/QC • 15+ years of experience as manager responsible for personnel, budgeting, data inventory and accounting for consulting firm • 15+ years of experience as manager responsible for business development and external relations for environmental consulting firm NATURAL RESOURCE DAMAGE ASSESSMENTS • Consulting watershed, flooding, groundwater and natural resource damage expert to USFWS and USDOJ for case against USA before US Court of Federal Claims in eastern North Carolina at Pocosin Lakes National Wildlife Refuge • Consulting surface hydrology, groundwater hydrology, and natural resource damage expert to USACE Rock Island District and USDOJ for $440 million dollar case against USA before US Court of Federal Claims for alleged damages of USACOE lock & dam facilities along Mississippi River in Illinois, Iowa, and Missouri • Consulting watershed hydrology, sedimentation, and natural resource damage expert to USACE Omaha District and USDOJ for multi-million dollar case against USA before US Court of Federal Claims for alleged damages on 35 square miles of bottomland by the Oahe Reservoir on the Missouri River in South Dakota ECOLOGICAL AND EARTH SCIENTIST • Consulting wetlands, ecology, and soils expert witness for USACE Wilmington District and USDOJ for eight condemnation cases involving Falls of Neuse Reservoir and B. Everett Jordan Reservoir projects • Directed wetland and T&E environmental surveys and master planning GIS system for Camp Butner Army Reserve Center, Butner, NC 39 • Directed natural resource survey and GIS system for Bayou Cocodrie National Wildlife Refuge, Concordia Parish, LA • Directed wetland and T&E environmental surveys for siting of the SE regional low level nuclear depository project • Directed preparation of federal environmental impact statement for USGSA federal facilities in Florida and Georgia • Directed wetlands and ecological surveys for NC -24 corridor study from Fayetteville to Clinton for NCDOT • Consulting siting studies of FedEx regional sorting facilities at airports in CA, ID, IN, NC and TX CONTAMINATED SITE INVESTIGATIONS • Served as RCRA expert in investigations of metal contamination to soil and groundwater adjacent to Cape Fear River in Wilmington and served as expert on assigning responsibility for clean up costs in excess of $100 Million • Directed CERCLA and RCRA assessment of contaminated sites for BankAmerica, Motorola, and New York City • Marketed and managed a multi-year contaminated site assessment contract with NCDOT SUSTAINABLE DESIGN & RESTORATION • Soil scientist, drainage, & landscape architectural design consultant for Gehry Partners- AECOM Joint Venture for the Dwight D. Eisenhower Memorial Park in Washington, DC • Soil scientist, drainage, & landscape architectural design consultant for West 8 New York for the $86.5 million restoration of the Main Fountain Garden at Longwood Gardens in Kennett Square, PA • Soil scientist, drainage, & landscape architectural design consultant for Sasaki Associates, Inc. for design of $12 million Moore Square Park in downtown Raleigh, NC • Soil scientist, drainage, & landscape architectural design consultant for Stewart, Inc. for North Carolina Museum of Art $13 million parking lot and gardens expansion, Raleigh, NC • Soil scientist & drainage design consultant for Mt. Cuba Center for restoration of South Garden, Wilmington, DE • Directed highly successful $18.4 million restoration of the Great Lawn and Belvedere Lake in Central Park for Central Park Conservancy, Inc. and Parks & Recreation Department, New York, NY • Consultant for highly successful restoration of Cedar Hill Section in Central Park for Central Park Conservancy, Inc. and Parks & Recreation Department, New York, NY • Served as expert investigator for NYC & BPCA as plaintiffs in the Supreme Court in Manhattan regarding causes of soil compaction and drainage failures during construction of Nelson Rockefeller Hudson River Park for Battery Parks City Authority, New York, NY • Served as team co -leader of award winning garden and infrastructure design for 450 - acre NC Arboretum, Asheville, NC • Served as sustainable design consultant on seventeen governmental projects across four states for Innovative Design, Inc., Raleigh, NC • Developed sustainable landscape technologies for nations 1St carbon neutral university building and campus for Maharishi University, Fairfield, IA • Soil and wetlands scientist for Bank America Real Estate Trust for design of business parks: West Creek Bus. Park, Richmond, VA; Greenfields Bus. Park, Garner, NC; Technology Bus. Park, RTP, NC; Huntersville Bus. Park, Huntersville, NC; Chatham Bus. Park, Savannah, GA • Soil and wetlands scientist for Bridgewater Mall, Bridgewater, NJ; Paramus Mall, Paramus, NJ; Fashion Place Mall, Woodbridge, VA; Virginia Center Business Park, Richmond, VA; Town Center Mall, Raleigh, NC; and University Place Center, Charlotte, NC • Soil scientist and landscape architect for Beacons Reach a premier outer banks development in Pine Knoll Shores, NC for the Theodore Roosevelt Estate • Created sustainable site design standards for national award winning solar projects for Northern Guilford Middle School, 2008 Beyond Green Top Sustainable School Building Project in US, and Heritage Middle School, 2005 Top Sustainable Building Project in US, both awards by Sustainable Building Industry Council • Implemented sustainable environmental technology for nations 1St carbon neutral university building being completed in 2012 and application for International Living Building Challenge award WATERSHED HYDROLOGY • NCSU researcher of watershed hydrology of Piedmont Region in NC dealing with watershed forest destruction causing changes in watershed infiltration, runoff, and flooding • Research consultant to NCSU in writing grant applications to EPA and NC Clean Water Management Trust Fund for water quality watershed research • Directed three watershed hydrology studies for local and regional governments dealing with water quality assessments and conflicting state and federal regulations PUBLICATIONS & SEMINARS • Professional author of 4 publications, 3 book chapters, 16 journal & magazine articles • Professional speaker for 3 national educational seminars & 35 regional seminars PROFESSIONAL HISTORY LANDIS, INC., Raleigh, NC May 1999 - present Owner Established and operate consulting firm providing environmental professional services to governments and corporations; business manager responsible for personnel, business development, QA/AC, contracts and accounting; led teams of professionals in conducting the ecological and earth science assessments, monitoring and research. BARRETT KAYS & ASSOCIATES, P.A., Raleigh, NC October 1983 - May 1999 Founding Partner Established and operated ecological and earth science, and environmental engineering firm providing professional services to local, state and federal government and corporations; business manager responsible for personnel, business development, QA/AC, contracts and accounting; manager of external relations; led teams of professionals in conducting the ecological and earth science assessments, monitoring and research. Additional professional history: Partner - Paton, Kays & Zucchino, PA; Founder - Sunbelt Planning Associates, Inc.; Graduate Research Assistant and Visiting Instructor at North Carolina State University 41 EDUCATION Doctor of Philosophy Degree, Honors, Soil Science, Minor in Geology, North Carolina State University, Raleigh, NC Masters of Landscape Architecture Degree, Honors, Landscape Architecture, Minor in Urban and Regional Planning, North Carolina State University, Raleigh, NC Bachelor of Science Degree, Honors, Agriculture & Biological Sciences, Oklahoma State University, Stillwater, OK REGISTRATION Nationally Certified Professional Soil Scientist, Soil Science Society of America Licensed Professional Soil Scientist, State of North Carolina Certified Professional Soil Scientist, Commonwealth of Virginia and South Carolina Registered Landscape Architect, States of New York, North Carolina, Virginia HONORS Soil Science Professional Service Award, Soil Science Society of America Outstanding Alumnus Award, Department of Soil Science, NC State University Distinguished Alumnus Award, Oklahoma State University Distinguished Alumnus Award, College of Design, NC State University DESIGN AWARDS 2015 NCASLA Honor Award Research Award, "Planting Soils for Landscape Architectural Projects" LA TIS Series Publication of American Society of Landscape Architects, Washington, DC, 82 p 2008 Beyond Green High Performance Building Award Design of Northern Guilford Middle School, Greensboro, NC as Consultant to Innovative Design, Inc., Awarded by Sustainable Building Industry Council 2005 Nation's Top Exemplary Sustainable Building Award Design of Heritage Middle School, Wake Forest, NC as Consultant to Innovative Design, Inc. Awarded by Sustainable Building Industry Council 2000 NCASLA Honor Award Design of Fredrick Law Olmsted Causeway, North Carolina Arboretum, Asheville, NC as Consultant to O'Brien Atkins & Associates, Awarded by North Carolina Chapter of American Society of Landscape Architects Best of 1998 Site Design Award Restoration of Central Park Great Lawn and Belvedere Lake, New York, NY as Consultant to Central Park Conservancy, Inc., Awarded by F. W. Dodge New York Construction News 1998 ASLA Honor Award Design of Restoration of Central Park Great Lawn and Belvedere Lake, New York, NC as Consultant to Central Park Conservancy, Inc., American Soc. of Landscape Architects 1998 NCASLA Excellence Award Design of North Carolina Arboretum, Asheville, NC as Consultant to O'Brien Atkins & Associates, Awarded by North Carolina Chapter of American Society of Landscape Architects 42 PROFESSIONAL AFFLIATIONS Member, Soil Science Society of America Board of Directors, Soil Science Society of North Carolina Board of Directors, Consulting Soil Scientists of Carolinas Past Board of Directors, National Society of Consulting Soil Scientists Past President, Consulting Soil Scientists of Carolinas Fellow, American Society of Landscape Architects Past Member, North Carolina State Commission for Public Health Past Board of Directors, NC State University Agricultural & Life Sciences Foundation Past Board of Directors, Greater Raleigh Chamber of Commerce Past Board of Trustees, North Carolina Engineers for Better Government 43 Appendix G — Resume of Barrett L. Kays, Ph.D. 39 BARRETT L. KAYS, Ph.D. www.barrettkays.com www.linkedin.com/in/barrettkays barrettkays(c-qmail.com 919-787-1617 (0) 919-696-6930 (C) SENIOR SOIL & EARTH SCIENTIST Dr. Kays is a talented, innovative and award winning ecological and earth scientist, recognized for detailed and accurate analysis of natural resources, terrestrial and aquatic ecosystems, critical habitats, watersheds, wetlands, surface waters, groundwaters, soil systems, and contaminated sites. He blends his commitment for rigorous scientific and analytical basis for evaluation of natural resources with his knowledge of federal and state natural resource and environmental regulations. He has served as ecological & earth sciences consultant to USGSA, USFWS, USACE, and USDOJ. Dr. Kays has 39 years in research, business development, administration, project management, and project accounting. He is a proven leader in directing multi -disciplinary teams in creation of unique sustainable solutions for clients' projects. He has directed projects in twenty-three states: CA, CT, DE, FL, GA, IA, ID, IN, IL, LA, MD, MS, MO, NC, NJ, NY, PA, SC, SD, TX, VA, WV, and DC. CAREER ACHIEVEMENTS MANAGEMENT • Managed 5+ billion dollars of projects for corporate and governmental clients • 15+ years of experience as manager, business developer, client and public relations of 40 personnel environmental science consulting firm • 15+ years of experience managing 4 environmental divisions and oversight of QA/QC • 15+ years of experience as manager responsible for personnel, budgeting, data inventory and accounting for consulting firm • 15+ years of experience as manager responsible for business development and external relations for environmental consulting firm NATURAL RESOURCE DAMAGE ASSESSMENTS • Consulting watershed, flooding, groundwater and natural resource damage expert to USFWS and USDOJ for case against USA before US Court of Federal Claims in eastern North Carolina at Pocosin Lakes National Wildlife Refuge • Consulting surface hydrology, groundwater hydrology, and natural resource damage expert to USACE Rock Island District and USDOJ for $440 million dollar case against USA before US Court of Federal Claims for alleged damages of USACOE lock & dam facilities along Mississippi River in Illinois, Iowa, and Missouri • Consulting watershed hydrology, sedimentation, and natural resource damage expert to USACE Omaha District and USDOJ for multi-million dollar case against USA before US Court of Federal Claims for alleged damages on 35 square miles of bottomland by the Oahe Reservoir on the Missouri River in South Dakota ECOLOGICAL AND EARTH SCIENTIST • Consulting wetlands, ecology, and soils expert witness for USACE Wilmington District and USDOJ for eight condemnation cases involving Falls of Neuse Reservoir and B. Everett Jordan Reservoir projects • Directed wetland and T&E environmental surveys and master planning GIS system for Camp Butner Army Reserve Center, Butner, NC • Directed natural resource survey and GIS system for Bayou Cocodrie National Wildlife Refuge, Concordia Parish, LA • Directed wetland and T&E environmental surveys for siting of the SE regional low level nuclear depository project • Directed preparation of federal environmental impact statement for USGSA federal facilities in Florida and Georgia • Directed wetlands and ecological surveys for NC -24 corridor study from Fayetteville to Clinton for NCDOT • Consulting siting studies of FedEx regional sorting facilities at airports in CA, ID, IN, NC and TX CONTAMINATED SITE INVESTIGATIONS • Served as RCRA expert in investigations of metal contamination to soil and groundwater adjacent to Cape Fear River in Wilmington and served as expert on assigning responsibility for clean up costs in excess of $100 Million • Directed CERCLA and RCRA assessment of contaminated sites for BankAmerica, Motorola, and New York City • Marketed and managed a multi-year contaminated site assessment contract with NCDOT SUSTAINABLE DESIGN & RESTORATION • Soil scientist, drainage, & landscape architectural design consultant for Gehry Partners- AECOM Joint Venture for the Dwight D. Eisenhower Memorial Park in Washington, DC • Soil scientist, drainage, & landscape architectural design consultant for West 8 New York for the $86.5 million restoration of the Main Fountain Garden at Longwood Gardens in Kennett Square, PA • Soil scientist, drainage, & landscape architectural design consultant for Sasaki Associates, Inc. for design of $12 million Moore Square Park in downtown Raleigh, NC • Soil scientist, drainage, & landscape architectural design consultant for Stewart, Inc. for North Carolina Museum of Art $13 million parking lot and gardens expansion, Raleigh, NC • Soil scientist & drainage design consultant for Mt. Cuba Center for restoration of South Garden, Wilmington, DE • Directed highly successful $18.4 million restoration of the Great Lawn and Belvedere Lake in Central Park for Central Park Conservancy, Inc. and Parks & Recreation Department, New York, NY • Consultant for highly successful restoration of Cedar Hill Section in Central Park for Central Park Conservancy, Inc. and Parks & Recreation Department, New York, NY • Served as expert investigator for NYC & BPCA as plaintiffs in the Supreme Court in Manhattan regarding causes of soil compaction and drainage failures during construction of Nelson Rockefeller Hudson River Park for Battery Parks City Authority, New York, NY • Served as team co -leader of award winning garden and infrastructure design for 450 - acre NC Arboretum, Asheville, NC • Served as sustainable design consultant on seventeen governmental projects across four states for Innovative Design, Inc., Raleigh, NC • Developed sustainable landscape technologies for nations 15t carbon neutral university building and campus for Maharishi University, Fairfield, IA • Soil and wetlands scientist for Bank America Real Estate Trust for design of business parks: West Creek Bus. Park, Richmond, VA; Greenfields Bus. Park, Garner, NC; 41 Technology Bus. Park, RTP, NC; Huntersville Bus. Park, Huntersville, NC; Chatham Bus. Park, Savannah, GA • Soil and wetlands scientist for Bridgewater Mall, Bridgewater, NJ; Paramus Mall, Paramus, NJ; Fashion Place Mall, Woodbridge, VA; Virginia Center Business Park, Richmond, VA; Town Center Mall, Raleigh, NC; and University Place Center, Charlotte, NC • Soil scientist and landscape architect for Beacons Reach a premier outer banks development in Pine Knoll Shores, NC for the Theodore Roosevelt Estate • Created sustainable site design standards for national award winning solar projects for Northern Guilford Middle School, 2008 Beyond Green Top Sustainable School Building Project in US, and Heritage Middle School, 2005 Top Sustainable Building Project in US, both awards by Sustainable Building Industry Council • Implemented sustainable environmental technology for nations 1St carbon neutral university building being completed in 2012 and application for International Living Building Challenge award WATERSHED HYDROLOGY • NCSU researcher of watershed hydrology of Piedmont Region in NC dealing with watershed forest destruction causing changes in watershed infiltration, runoff, and flooding • Research consultant to NCSU in writing grant applications to EPA and NC Clean Water Management Trust Fund for water quality watershed research • Directed three watershed hydrology studies for local and regional governments dealing with water quality assessments and conflicting state and federal regulations PUBLICATIONS & SEMINARS • Professional author of 4 publications, 3 book chapters, 16 journal & magazine articles • Professional speaker for 3 national educational seminars & 35 regional seminars PROFESSIONAL HISTORY LANDIS, INC., Raleigh, NC May 1999 - present Owner Established and operate consulting firm providing environmental professional services to governments and corporations; business manager responsible for personnel, business development, QA/AC, contracts and accounting; led teams of professionals in conducting the ecological and earth science assessments, monitoring and research. BARRETT KAYS & ASSOCIATES, P.A., Raleigh, NC October 1983 - May 1999 Founding Partner Established and operated ecological and earth science, and environmental engineering firm providing professional services to local, state and federal government and corporations; business manager responsible for personnel, business development, QA/AC, contracts and accounting; manager of external relations; led teams of professionals in conducting the ecological and earth science assessments, monitoring and research. Additional professional history: Partner - Paton, Kays & Zucchino, PA; Founder - Sunbelt Planning Associates, Inc.; Graduate Research Assistant and Visiting Instructor at North Carolina State University 42 EDUCATION Doctor of Philosophy Degree, Honors, Soil Science, Minor in Geology, North Carolina State University, Raleigh, NC Masters of Landscape Architecture Degree, Honors, Landscape Architecture, Minor in Urban and Regional Planning, North Carolina State University, Raleigh, NC Bachelor of Science Degree, Honors, Agriculture & Biological Sciences, Oklahoma State University, Stillwater, OK REGISTRATION Nationally Certified Professional Soil Scientist, Soil Science Society of America Licensed Professional Soil Scientist, State of North Carolina Certified Professional Soil Scientist, Commonwealth of Virginia and South Carolina Registered Landscape Architect, States of New York, North Carolina, Virginia HONORS Soil Science Professional Service Award, Soil Science Society of America Outstanding Alumnus Award, Department of Soil Science, NC State University Distinguished Alumnus Award, Oklahoma State University Distinguished Alumnus Award, College of Design, NC State University DESIGN AWARDS 2015 NCASLA Honor Award Research Award, "Planting Soils for Landscape Architectural Projects" LA TIS Series Publication of American Society of Landscape Architects, Washington, DC, 82 p 2008 Beyond Green High Performance Building Award Design of Northern Guilford Middle School, Greensboro, NC as Consultant to Innovative Design, Inc., Awarded by Sustainable Building Industry Council 2005 Nation's Top Exemplary Sustainable Building Award Design of Heritage Middle School, Wake Forest, NC as Consultant to Innovative Design, Inc. Awarded by Sustainable Building Industry Council 2000 NCASLA Honor Award Design of Fredrick Law Olmsted Causeway, North Carolina Arboretum, Asheville, NC as Consultant to O'Brien Atkins & Associates, Awarded by North Carolina Chapter of American Society of Landscape Architects Best of 1998 Site Design Award Restoration of Central Park Great Lawn and Belvedere Lake, New York, NY as Consultant to Central Park Conservancy, Inc., Awarded by F. W. Dodge New York Construction News 1998 ASLA Honor Award Design of Restoration of Central Park Great Lawn and Belvedere Lake, New York, NC as Consultant to Central Park Conservancy, Inc., American Soc. of Landscape Architects 1998 NCASLA Excellence Award Design of North Carolina Arboretum, Asheville, NC as Consultant to O'Brien Atkins & Associates, Awarded by North Carolina Chapter of American Society of Landscape Architects 43 PROFESSIONAL AFFLIATIONS Member, Soil Science Society of America Board of Directors, Soil Science Society of North Carolina Board of Directors, Consulting Soil Scientists of Carolinas Past Board of Directors, National Society of Consulting Soil Scientists Past President, Consulting Soil Scientists of Carolinas Fellow, American Society of Landscape Architects Past Member, North Carolina State Commission for Public Health Past Board of Directors, NC State University Agricultural & Life Sciences Foundation Past Board of Directors, Greater Raleigh Chamber of Commerce Past Board of Trustees, North Carolina Engineers for Better Government 44