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HomeMy WebLinkAbout20041235 Ver 1_Mitigation Site Visit_20070907 A manual rainfall gauge on the Privateer Site was used to validate observations made at the automated weather stations. However, the manual rain gauge malfunctioned during the month of July 2005, the wettest month of the 2005 growing season. For this reason, total rainfall depth for the 2005 growing season collected by the manual onsite gauge and by the nearby automated weather stations do not correlate well. 2.3.1 Success Criteria Successful restoration of wetland hydrology is defined in the project's Restoration Plan as achieving continuous inundation of the site or continuous saturation of its soil within 12 inches of soil surface for a minimum of 12.5 percent of the growing season, or 30 consecutive days. The day counts are based on the growing season for Cumberland County, which is 242 days long, beginning on March 18 and ending November 15, as calculated from National Weather Service Wetlands Determination Tables (WETS) for Johnston County. Data on inundation height or depth of soil saturation line were obtained from the 15 automated monitoring wells and 15 manual monitoring wells in place throughout the site. Data defining successful hydrologic conditions must demonstrate that wetland conditions are present in normal or dryer than normal conditions. If rainfall data for any given year during the monitoring period are not normal, and if the desired hydrology for the project site is not on a trajectory to achieve success, then data from the pre-defined reference wetland site for this project can be assessed to determine if there is a positive correlation between the underperformance of the restoration site and the natural hydrology of the reference site. If the restored site is inundated or saturated within 12 inches of the soil surface for less than 12.5 percent of the growing season, but the post-restoration monitoring data reflect that the site meets applicable USACE criteria for wetlands and the site is performing with similar hydrology as the monitored reference site, then the regulatory agencies may consider the site for mitigation of in-kind impacts on a case-by-case basis. 2.3.2 Results and Discussion The spring months of the 2005 growing season were unusually dry, with total monthly rainfall noticeably below the approximated long-term average for the area. The months of June and July 2005 experienced wetter conditions, with monthly rainfall depths over an inch above the estimated long-term average for these months. Rainfall total were again below the long-term average in August 2005, while moderately wetter conditions returned during September 2005. Conditions were dry again for the month of October 2005, with rainfall substantially below long-term average during this period. Total rainfall for the 2005 growing season was only three inches below the long-term average for total growing season rainfall; however the distribution of rainfall throughout the growing season did not follow the average rainfall pattern for the area. Most rain fell during the hottest summer months when evapotranspiration leads to significant losses of water to the atmosphere. Year 1 may be considered a relatively dry year, since monthly total rainfall fell below the long term average for half of the growing season. Table 2 and Figure 4 compare historic rainfall over the area with those observed during the 2005 growing season. Data collected during the 2005 growing season by the fifteen automatic monitoring well gauges at the Privateer site showed that groundwater levels met hydrologic success criteria for nine of the wells. Data from a total of thirteen of the onsite automatic well gauges exhibited occurrence of a continuous hydroperiod greater than 5 percent of the growing season. None of the automatic monitoring well gauges installed at the reference site met hydrologic success criteria, and none showed occurrence of a continuous hydroperiod for more than 5 percent of the growing season, reflecting the usually dry conditions for the year. Data collected from onsite gauges are summarized in Table 5. EEP / BUCK ENGINEERING 14 PRIVATEER FARMS - 2005 (YEAR 1) MONITORING REPORT a single reach, data for that reach are presented in two separate graphs: one for the upstream half of the reach and another for the downstream half of the same reach. Reference site well data are presented in Figure 12. Table 5 Hydrologic Monitoring Results for 2005 (Year 1). Monitoring Consecutive Days Cuinolative Days Nleeting Nnniber of Instances Station Aleeting Criteria' Criteria 2 Nleeting Criteria" MW1 20(8.3%) 57(23.6%) 6 MW2 90(37.2%) 154(63.6%) 5 MW3 90(37.2%) 154(63.6%) 5 AW4 90 (37.2°/x) 154(63.6%) 5 MW5 90(37.2%) 154(63.6%) 5 AW6 20(8.3%) 57(23.6%) 6 MW7 45(18.6%) 13](54.1%) 8 AW8 96(39.7%) 198(81.8%) 6 AW9 45(18.6%) 131(54.1%) 8 MW10 45(18.6%) 131(54.1%) 8 MW11 36(14.9%) 120(49.6%) 9 AW12 36(14.9%) 120 (49.6°/x) 9 AW13 34(14.0%) 96(39.7%) 9 MW14 34(14.0%) 96(39.7%) 9 AW15 18(7.4%) 57(23.6%) 9 MW16 36(14.9%) 120(49.6%) 9 AW17 19(7.9%) 54(22.3%) 8 MW18 9 18(7.4%) 59(24.4%) 6 AW19 18(7.4%) 59(24.4%) 6 AW20 39(16.1%) 93(38.4%) 4 MW219 18(7.4%) 59(24.4%) 6 AW22 28 (11.6) 60(24.8%) 7 MW239 18(7.4%) 59(24.4%) 6 AW24 13(5.4%) 36(14.9%) 8 MW259 18(7.4%) 59(24.4%) 6 AW26 17(7.0%) 52(21.5%) 5 AW27 9(3.7%) 34(14.0%) 8 MW289 18(7.4%) 59(24.4%) 6 A W29 22(9.1%) 68(28.1%) 6 MW 3010 22(9.1%) 68(28.1%) 6 EEP / BUCK ENGINEERING PRIVATEER FARMS - 2005 (YEAR 1) MONITORING REPORT REF 1 3(l.2%) 12(3.7%) 4 REF2 5(2.1%) 12(5.0%) 3 REF3 9(3.7%) 60(24.8%) 10 Indicates the most consecutive number of days within the monitored growing season with a water table less than 12 inches from the soil surface. Z Indicates the cumulative number of days within the monitored growing season with a water table less than 12 inches from the soil surface. 3 Indicates the number of instances within the monitored growing season when the water table rose to less than 12 inches from the soil surface. a Groundwater gauge MW1 is a manual gauge. Hydrologic parameters are estimated based on data from gauge AW6. 5 Groundwater gauges MW2, MW3, and MW5 are manual gauges. Hydrologic parameters are estimated based on data from gauge AW4. 6 Groundwater gauges MW7 and MW 10 are manual gauges. Hydrologic parameters are estimated based on data from gauge AW9. 7 Groundwater gauges MW 11 and MW 16 are manual gauges. Hydrologic parameters are estimated based on data from gauge A W 12. 8 Groundwater gauge MW 14 is a manual gauge. Hydrologic parameters are estimated based on data from gauge AW13. 9 Groundwater gauges MW 18, MW21, MW23, MW25, and MW28 are manual gauges. Hydrologic parameters are estimated based on data from gauge AW 19. 10 Groundwater gauge MW30 is a manual gauge. Hydrologic parameters are estimated based on data from gauge AW29. Figure 5. Well Data for Reach 1 and Reach 2 of the Privateer Restoration Project. 10 Privateer Wells in Reach 1 & 2 ?-- MW1 ---r -- MW2 --- a-- MW3 c 5 d 0 a- ? -5 m a. . .. .a -10 C7 O -15 ?•-...- 20- a u ? s IY -25- 4) -30 L `I -35 40 - 2/17/2005 4/8/2005 5/28/2005 7/17/2005 9/5/2005 10/25/2005 Date EEP / BUCK ENGINEERING 17 PRIVATEER FARMS - 2005 (YEAR 1) MONITORING REPORT The restoration plan for the Privateer Farms site specified that 15 vegetation plots, each 25 by 100 feet in size would be established across the restored site. The initial planted density within each of the vegetation monitoring plots is given in Table 3. The average initial density of planted bare root stems, based on the data from the 15 monitoring plots, was 670 stems/ acre. The data from the end of the first growing season are presented in Table 3. The locations of the vegetation plots are shown on the as-built plan sheets. Table 3 Initial Planted Density of Trees for the 15 Vegetation Sampling Plots. Sampling Plot No. Connted Stems per Plot Stems per Acre (extrapolated) Initial Year 1 Initial Year I 1 38 29 662 519 2 40 31 697 527 3 39 35 680 610 4 33 18 575 371 5 42 34 732 551 6 37 26 645 478 7 43 29 749 459 8 31 28 540 614 9 35 27 610 525 10 35 24 610 466 11 39 19 680 331 12 36 30 627 567 13 35 16 610 311 14 49 20 854 278 15 45 37 784 478 2.1.1 Results and Discussion Fifteen monitoring plots 0.1 acre in size were used to predict survivability of the woody vegetation planted on-site. The vegetation monitoring for 2005 (Year 1) indicated an average survivability of over 478 stems per acre, which is on a trajectory to achieve an average vegetation survival criteria of 320 stems per acre surviving after the fifth growing season. 2.1.2 Areas of Concern Four monitoring plots had lower than expected survivability rates for Year 1. The survivability rates for Plots 4, 11, 13, and 14 ranged from 40 to 54 percent and densities ranging from 278 to 371. The lower than expected results for these plots are most likely the result of below average rainfall. Many stems were called dead that actually were green at the base of the stem. If normal conditions and saturation levels occur next year, it is anticipated that many of these stems will re-sprout from the roots and grow. Therefore, no remedial action is proposed until more data can be collected during the next growing season. Privateer site visit Subject: Privateer site visit From: Bruce Ellis <bellis@dot.state.nc.us> Date: Fri, 07 Sep 2007 10:43:33 -0400 To: "Matthews.Kathy@epamail.epa.gov" <Matthews.Kathy@epamail.epa.gov>, "rob.ridings" <rob.ridings@ncmail.net>, "Richard.K.Spencer@usace.army.mil" <Richard.K.Spencer@usace.army.mil>, "Wilson, Travis" <travis.wilson@ncwildlife.org>, "Gary Jordan@fws.gov" <Gary Jordan@fws.gov>, Brian Wrenn <brian.wrenn@ncmail.net>, LeiLani Paugh <lpaugh@dot.state.nc.us> CC: Scott McLendon <Scott. C. Mclendon@saw02.usace. army.mil>, John Hennessy <john.hennessy@ncmail.net>, Phil Harris <pharris@dot.state.nc.us>, Linda Fitzpatrick <lffitzpatrick@dot.state.nc.us>, Kevin Tweedy <ktweedy@mbakercorp.com>, Chris Rivenbark <civenbark@dot.state.nc.us>, "Tyler P. Stanton" <tstanton@dot.state.nc.us> Folks, So far most folks can go on the Privateer Mitigation site on Sept. 18. Directions to the site can be found in the monitoring reports. Briefly, from I-95, exit 49 (Route 53), take Route 53 south approximately 12.4 miles. On the right there will be a fairly large sign that says Privateer Farms Road. A couple of hundred feet inside there will be a "Y" in the road. We will meet at the Y I propose we meet at 10 am. I expect that we will be on site for a couple of hours. Please bring bug spray, snake guards (boots), water. With any luck things will cool. down a bit. Additionally, September 20 is a scheduled eastern concurrence meeting day. I have reserved the BOT conference room for ipm on the 20th, so we can discuss the visit and other issues pertaining to Fayetteville Outer Loop and Privateer Farms. Please let me know if there are any conflicts with either of these dates, so we can make other arrangements or accomodations. Bruce O. Ellis, PWS, CLM NCDOT Natural Environment Unit Assistant Unit Head (919) 715-1418 1 of 1 9/17/2007 3:55?P1)¢ CJ,1 a C e c caaeS? S c ?- ?f?1S u o ea ;YN a - ?on.t w?o? S}ruc ire 54rcew- -? Is v" OvIlt-I ( SL-t+ a -m Vdr l4 I?tXI?G C F p ?S ?u?+w./ NY 5j- W? vu 7- in. Hf-),