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HomeMy WebLinkAbout20161268 Ver 1_20141216_U-4751_R-3300_Field Review Meeting Minutes_20160224` NIULKEY MEMO DATE: December 16, 2014 TO: Brad Chilton, NCDOT — NES FROM: Mark Mickley, Mulkey, Inc. SUBJECT: Militar5� Cutoff Road Extension (U-4751) and Hampstead Bypass (R-3300) Plantation Road Site and Beane Properry Feasibility Field Review Time: 9:00 a.m. Place: Porters Neck, NC Attendees: Brad Shaver — USACE Mickey Sugg — USACE Ginny Baker — NCDWR Mason Herndon — NCDWR Colin Mellor — NCDOT Brad Chilton — NCDOT Mark Mickley — Mulkey Sam Beavans — Mulkey PLANTATION ROAD REVIEW Site 1: Ditch 15 —"M&M Ranch" • Examined lateral effect of Ditch 15, estimated to be 138.5 feet. All were in agreement that soils within the drawdown zone were lacking hydrology and soils were being stripped of organic materials. • Colin stated that he feels the "M&M Ranch" area has the best potential of any area in the Plantation Road study area because areas further to the west become more populated and are more susceptible to hydrologic trespass. • Discussion was had about whether or not the "M&M Ranch" area would be considered on-site. Brad (LJSACE) states that in his opinion it would be considered on-site. • It was agreed upon that the drawdown zone of Ditch 15 would be suitable for restoration; however, Ginny brought up that the upcoming mitigation guidance has two different types of "restoration". Colin requested that the Agencies provide an explanation of the new definitions. Site 2: Ditch 8— Border of "M&M Ranch" and DOT Mitigation Site • Examined lateral effect of Ditch 08, estimated to be 197.6 feet Again, soils in the drawdown zone were lacking hydrology and were being stripped of organic materials. • The USACE walked a transect to the north to try to get out of the drawdown zone and found better looking soil but hydrology was still minimal. Site 3: Titi area behind dirt bike track • The team reviewed this area because it was not shown as an area impacted by drawdown. Again, this area showed a lack of hydrology. • Discussion began about why hydrology was lacking in the area. Team decided to find an area away from ditches to check wedand characteristics. Site 4: Ditch 15 — Cross Section 17 • Examined Ditch 15 at XS 17. It was discussed that water levels in the ditch were much lower than at the time of fieldwork conducted by Mulkey. -1- Site 5: Transect across Ditch 15 • The team moved across Ditch 15 in an attempt to find a wedand area with "normal" hy�drology characteristics. The area examined was on the other side of an apparent fire plow line west of XS 17. • The team discovered what appeared to be a large ditch that was not previously recorded (* upon further review I believe the ditch we found to be Ditch 08 farther downstream). • Obligate wetland vegetation was present but hydrology and hydric soils were lacking. • Discussion was had about whether or not nearby groundwater drinking wells were having an effect on the hydrology of the whole area. Mickey suggested that groundwater monitoring wells may need to be installed if DOT wanted to pursue on-site mitigation in the Plantation Road. These wells would not be a requirement; however they would be useful to find out whether hydrology is available to be restored. Otherwise restoration efforts may be made in vain. Site 6: Pocosin area behind Cape Fear Utilities Well Site • Reviewed dense pocosin area behind the nearest well site. First appearance of hydrology was 20+ inches in the pit. • The team decided to move to an area that had been previously delineated during natural resources efforts associated with U-4751 planning project. This area was reviewed and verified as wedands during the 2008/2009 JD process. Site 7: Wetland behind clearcut area west of Crooked Pine Road • Again, this area showed a lack of hydrology and weak hydric soils. Brad (USACE) put the auger in the soil the entire way to the handle and did not hit the water table. f� 1ot more discussion�speculation was had as to why known wetland areas were much drier than when previously verified. Mickley mentioned that to his knowledge there is no drought and that the area has received average rainfall. • Colin expressed that his hope would be to at least get credit for restoration of properties west of the proposed road. The properties are expected to be purchased during right-of-way acquisition. It is unknown at this point whether or not there is enough hydrolo�� in the area to effectively restore anything. Brad (LJSACE) and Mickey mentioned that they would return to this area later in the winter to see if hydrology characteristics are different. BREAK FOR LUNCH BEANE PROPERTY REVIEW Site 1: Ditch 1 • Ditch 1 was reviewed for possible zero order stream restoration. • Restoration may be possible but further investigation would need to be conducted to see whether it is worthwhile. The primary focus would need to be proving a large enough drainage area to support continuous flow, and determining the stream origin point. Site 2: Mapped upland area in northwest corner of pine plantation • This area was delineated as upland, but is proposed for restoration. This area was reviewed to determine if hydric soils were present or absent. • Mickey stated that any areas that are delineated as uplands, or that are mapped as non-hydric soils, need to be examined to prove that a hydric soil profile e�sts in order to be eligible for restoration or enhancement. Site 3: Clearcut area in southeast corner of property • This clearcut area proposed for enhancement. Much of this area is mapped as upland Seagate soil. • Based on review this area will be changed to Preservation because vegetation has not been significantly disturbed enough to warrant enhancement. Additionally, hydric soil profiles would need to be proven for any areas mapped as non-hydric soils in order to qualify for preservation. -2- • All surrounding areas proposed for Enhancement that has only been clearcut but that have not had their vegetation significandy disturbed (i.e., replanted to pine) should be changed to Preservation. Site 4: Ditch 7 • The team reviewed this location for possible stream restoration credit. The portion of this feature below XS 33 was verified as an intermittent stream in 2008/2009 R-3300 project efforts. • It was discussed that any stream credit for this feature would Ue a bonus. The focus of the site from DOT's perspective is for wedand credit. Stream restoration at this site would be limited by channel length and the potential for hydrologic trespass on upstream properties. Additional investigation could be conducted if this site moved forward to a restoration plan. Site 5: Ditch 10 near XS 11 • This location was visited by the team to examine lateral effect of Ditch 10, estimated to be 188.8 feet. Upon review, the team agreed that the lateral effect calculation appeared accurate. Since there are no outside influences on the Beane Property, lateral affect calculations can be applied to ditches on the Beane Property. • Discussion was had about DOT's plan for filling the ditches. Colin speculated that is will likely be a combination of clay plugs and backfill of on-site material, which may result in some remaining open water pockets. The primary focus is to get the water table elevated in areas drawn down by lateral effect. SUMMARY DISCUSSION Additional discussion was conducted prior to leaving the site reiterating highlights of the field visit. • Mickey reiterated the need to prove hydric soil profiles in areas proposed for restoration, enhancement, or preservation. • Mickey e�plained that proposed enhancement areas would require preconstruction and post- construction monitoring to document improvement to hydrology. It has to be more than just revegetation. • Colin again asked that the Agencies provide the updated mitigation guidance definitions for future use. MEETING ADJOURNED -3- �� -� --` � -� : �� �;;� __,� � �.'_ ,M1 ���f�� '--~ ���y ` .' •.�a Break _ r� `��� .� �/ �� •�. Y3 y --- . 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