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HomeMy WebLinkAbout20070168 Ver 2_USFWS Comments_2010021202/12/2010 11:23 FAX 828 258 5330 USFWS As.heville,NC NT op A United States Deputmtent of the Interior FISH AND WILDLIFE SERVICE CH Asheville Field Office 160 Zillicoa Street Asheville, North, Carolina 28801 February ..2, 2010 Ms. Amanda Jones Asheville Regulatory Field Office U.S. Array Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Dear Ms. Jones: 9 002 Subject: Site Assessment for the Proposed CO11SVUCtiarl of Two Impoundments at the Grandview Peaks Subdivision, Joe Branch Road, Southeast of Dysartsville, ??IcDowell County, North Carolina (ORM ID SAW 2007-200-359) This is the report of the U.S. Fish and Wildlife Service and the Department of the Interior on the U.S. Army Corps of Engineers' (Corps) Public Notice of an Individual Permit Application (IPA) submitted by Fall Creek Land Company, represented by ClearWater Environmental Consultants, Inc. On March 15, 2007, we responded to a Public Notice of an IPA for the proposed project. In July 2009, the Fall Creek Land Company withdrew their previous application. We received a copy of the most recent IPA in December 2009. Information for this report is based on a review of the Corps' Public Notice issued on January 12, 2010, and the IPA submitted by Fall. Creek Land Company. This report is submitted in ae,:ordance with the provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e); the National Environmental Protection Act; and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Project Description - The purpose of the proposed development is to provide residential housing with amenities. To accomplish this, Fall Creek Land Company is proposing to develop a 1,830-acre residential development known as Grandview Peaks, with about 760 single-family lots. The applicant is also proposing to constnuct two earthen dams (heights of 40 feet and 96 feet, respectively) for the creation of two amenity lakes (9 acres and 25 acres ill size, respectively). The project site is primarily mountainous acid wooded, with areas of early successional forest from previous clear-cutting activities. The headwaters of Hoppers Creek, Weaver Branch, Shoal Creek, Kelly Branch, South Muddy.Creek, and Big Camp Creek are on the site. The site contains about 2.16 acres of w,--aands and about 54,392 linear feet (la) of stream channel. To construct the lakes, the applicant is proposing to impact about 6,6651f of 0:./12/2010 11:24 FAX 828 258 5330 USFIYS Asheville,NC 11003 ' stream channel and about 0.73 acre of wetlands. Aquatic impacts associated with road construction total about 1101f. Federally Listed Species - Based on the information provided, we agree that no listed species or their habitats occur on the site and that the proposed project will not affect endangered or threatened species or their habitats. Therefore, we believe the requirements under section 7 of the Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. Fish and Wildlife Resources - We oppose the construction of in-line structures such as the proposed lakes because they significantly alter both aquatic and terrestrial habitat. The conversion of a free-flowing stream to a lake results in the loss of natural stream functions, alters the hydrology, and affects native ecosystem processes within and downstream of tae reservoir site. The effects of impoundments result in changes in fish and macroinvertebral:e,;om.munities, often favoring nonindigenous species; species that require clean gravel and sand substrates are lost. In addition, dams result in the fragmentation and isolation of populations of species, acting as effective barriers to the natural upstream and downstream expansion or recruitment of fish species. This reduction in range and isolation of populations greatly increases the vulnerability of a species to extirpation. It reduces a species' ability to respond to changes (natural or manmade) within its enviromnent and to recover from impacts (large or repeated small-scale impacts) to its numbers that a species with widely dispersed, interconnected healthy populations would likely be able to overcome. On page 14 of the IPA, the applicant states that "When a lake is created, new habitat is created." However, the "new habitat" that is created is a cause for concern, not justification to build a lake. Lakes are not a naturally occurring feature in the Southern Appalachian Mountains. Because lakes are not natural in this area, they provide aquatic habitat to nonnative and invasive species that could impact the native aquatic flora and fauna that occur upstream and downstream of the project site. Although the habitat will remain in an aquatic state, the fauna and ecosystem functions associated with streams are not similar and cannot be "replaced" with the associated fauna and functions from an impoundment. The majority of native aquatic species are adapted to stream conditions (flowing, highly oxygenated water and coarse sand, gravel, and rocky bottoms). The impoundments created by the construction of dams eliminate spawning and foraging habitat. Water depth increases, flow decreases, and silt accumulates on the bottom. Impoundments not only destroy riverine habitat within the impounded portion of the stream but also alter the quality and stability of the upstream and downstream reaches by adversely affecting water flow regimes, velocities, temperature, chemistry, sediment transport, and nutrient cycles. Page 16 of the IPA states that "The applicant will minimize temperature deviations from upstream ambient conditions by incorporating a cold water release into the dam designs." It goes on to state that "Cold water bottom withdrawal devices will be within 1-2 feet of the bottom, but not on the bottom. This design will prevent buildup of poorly oxygenated water and improve water quality in the lake." From our research, 2 02/1.2/,2010 11:24 FAX 828 258 5330 USF19S Asheville,NC 1004 and from the tables containing the results of the applicant's research on area lakes, dissolved oxygen levels generally decrease over 60 percent from the surface to depths of 4 meters. The proposed dams are 40 and 96 feet in height. Given the size of the proposed dams and the expected water depth at the dams, we believe that a water withdrawal structure placed 1 to 2 feet from the bottom of the lake will draw water that will have very low dissolved oxygen levels. We do not believe that a bottom withdrawal structure is the answer to water temperature issues caused by the impounchnents. Just because water is withdrawn from the depths of a lake does not mean that the temperature conditions will be the same as downstream temperature conditions. Further, the deoxygenated water typically withdrawn from greater depths may be unsuitable to downstream aquatic organisms ev.-n if the temperature is appropriate. On page 17, the applicant states that "Residual flow in the stream below the dam will be maintained when filling the lakes to protect aquatic life. The applicant will partially opening [sic] the gate valve during the filling process." The dam should be designed and constructed to mimic the natural conditions (temperature regimes, seasonal flows, sediment transport, etc.) as closely as possible to minimize/avoid downstream impacts. The application does .riot indicate that studies have been conducted to determine the natural stream conditions at the proposed project site or downstream of the project site. Basaine data must be collected and used to show whether clams can be designed to ensure that the dams are built to mimic the natural conditions found downstream of the project site and to avoid impacts to downstream aquatic, resources. According to the guidelines set forth in 40 CFR (Code of Federal Regulations) Section 230.45, riffle and pool complexes are considered special aquatic sites.' Section 230.45 (b) of 40 CFR covers the possible loss of values that can occur from the discharge of fill material into special aquatic sites such as the riffle-pool complexes and wetlands. It states that the disci-. tar ge of fill material can adversely impact and/or eliminate riffle and pool areas by reducing the aeration and filtration capabilities at the discharge site and downstream, reduce stream habitat diversity, and may retard repopulation of the discharge site through excessive sedimentation and the creation of unsuitable habitat. The applicant has yet to provide any evidence that the construction 3f the two dams and subsequent lakes will not cause water quality degradation and potential rearm to special aquatic sites; therefore, we recommend that stringent measures be taken to completely avoid impacting the streams on this property. Monitoring - The applicant is proposing a 5-year water quality monitoring plan to begin in August after the lakes are filled. Though the sampling and testing criteria proposed are a good place to start, we do not believe the proposed measures are sufficient for monitoring all the effects the dams will have on the downstream resources and stream channel stability. We believe any monitoring plan for this project, if it is permitted, should include the following measures: 140 CFR, Section 230.3 (q-1) - Special aquatic sites are geographic areas, large or small, possessing special ecological characteristics of productivity, habitat, wildlife protection, or other important and easily disrupted ecological values. These areas are generally recognized as significantly influencing or positively contribi?ting to the general overall environmental health or vitality of the entire ecosystem of a region. 0:!/12/201C+ 11:25 FAX 828 258 5330 USFWS Ashe•vi11e,NC Q005 ' . 1. All monitoring and surveys should s'tar't before: any construction begins on the project to establish baseline data and should continue for a minimum of 5 years after construction. 2. Geomorphological characteristics should be measured both upstream and downstream of the project site. 3. Measures should uiclude cross-sectional surveys, pebble counts, bank-fiill discharge calculations, longitudinal profiles, and flow measurements. 4. Photo documentation sites should be established to document any changes to the stream channels. 5. Aquatic organism (benthic, fish, etc.) sampling should be conducted upstream and downstream of the project site. We would appreciate being given an opportunity to review and comment on any future monitoring proposals if this project is permitted. Purpose and Need - The stated overall purpose ofthe proposed development is to develop a viable, upscale residential community with amenities in McDowell County. We believe that amenities can include a wide range of features that provide attractiveness and add value to a development. For this reason, we believe there are a wide range of alternative amenities that could be constructed and/or that already exist to i icrease the attractiveness and value of this proposed development. Section 404 (b)(1) guidelines prohibit the filling of wetlands or streams for nonwater-dependent activities when practicable alternatives exist. We do not believe the on-line amenity lakes are water-dependent activities because practicable alternative amenities exist that would avoid impacts to aquatic resources. Therefore, we do not believe the "Purpose and Need" statement in the IPA justifies the aquatic impacts associated with this project. We do not believe that the stated need for the lakes--to provide an amenity to the development--should be used to evaluate the purpose and need for the lakes. While reviewing the current advertising web site for Grandview Peaks (http://www.fallereekland.com/), we found the-following statements: The natural beauty of the area can be enjoyed year-round making it an outdoorsman's paradise. Lake Lure and Lake James are nearby lakes where you can enjoy swimming, boating, fishing, liking, and much more. The nearby Green River is ideal for canoeing and is state stocked, providing excellent fishing. The lakes are terrific. The waters of Lake Lure & Lake James are, in a word, perfect. Very clean and clear and the perfect temperature for water activities. They also support some of the best fish populations you will find anywhere. Other recreation in the area range from hiking to rafting, biking to shopping and much, much more. 4 02/12/L010 11:25 FAX 828 258 5330 tJSFWS Ashevill.e,NC IM006 All forms of recreation and entertainment are available to our property owners within a short 20 to 40 minute drive. Grandview Peaks is located in the heart of Western North Carolina, and rather than provide a few on site amenities, we have invested in being in the middle of a vast area of wilderness recreation.... Bnj oy a scenic hiking trail to a remote waterfall or picnic at a gazebo in one of our common areas while taking in a spectacular mountain vista. Golf is plentiful in the area. Cleghom Plantation, Silver Creek Plantation, Meadow Brook, and Fairfield Mountains, are a few of the premier public courses. Within an hour's drive we have a dozen trout streams, and two major lakes. Some of the best hiking in the east including the Daniel Boone Trail (which traverses over Grandfather Mountain), the Appalachian Trail, and Linville Gorge (one of only three federal wilderness areas east of the Rocky Mountains). Just to our east is the South Mountain State Park., l',lort h Carolina's largest state park, with over thirty thousand acres open to the public. Hiking, mountain biking, fishing, swimming, and horseback riding ace just a. few things the park offers. To our north there is excellent skiing at Sugar Mountain and Beech Mountain. On a clear day it's possible to see miles over mountains, perhaps even to the quaint town of Morganton. It is just 20 iminutes away, after all, close to sky-blue Lake James' 150 miles of shoreline. Chalk up the clarity to careful planting on, Fall Creek Land Company's part. Before you ever set foot on your lot, our owners explored every inch. They assessed the land and ensured it to be well-placed and buildable. The expertly plotted lots range in size from 1-10 acres and are all completely buildable, competitively priced and breathtakingly scenic. All lots consider big views. Words don't describe the beauty adequately. View famed mountain sunsets and sunrises from your picturesque log cabin or custom-built forest estate. According to the information cited from tl:te Grandview Peaks web site listed above, numerous amenities including open-water and other recreational opportunities exist within a c1ltort distance of the development. Also, according to the web site, it is these amenities that make the development special, attractive, and valuable. Ue web site contradicts the IPA with regard to the need for the proposed lakes for recreation and Em aesthetically pleasing and functioning environment. The web site further states that the development offers "a wide variety of home sites available offering beautiful mature hardwoods, small streams, seclusion, and breathtaking mountain views," but the proposed lakes are not mentioned anywhere on the web site. 'For these reasons, we do not believe that the creation of the lakes is essential to the success of the development. Alternatives Analysis/Impact Justification - During our review of the previous application in 2007, we included conunents in our letter pertaining to the fact that a portion of the development had been constructed and a large portion (over one-third) .of the lots had been sold or were under conlract. Yet the master plan shown on the Fall Creek Land Company's web site at that time 02/12/2010 11:25 FAX 828 258 5330 USFWS Acheville,NC 1a007 showed no proposals for lakes. Therefore, it appears that the project is economically viable because lots are already being sold and homes have been and are being constructed. By the time the applicant had withdrawn the 2007 IPA, a 25-acre lake and a 9-acre lake were being proposed in the same locations as currently proposed. The: previous IPA stated that the purpose for the lakes was to provide fire suppression, recreation, :rnd an irrigation source for homes, and the current IPA states that the primary purpose of the lakes is to provide a recreational amenity and economic profitability (boost the profit that can be made from the project due to the recent economic downturn that the country has experienced). We understand that the Corps cannot take the withdrawn application into account with the current application. However, the applicant is trying to justify the currently proposed impacts'oy stating higher than expected cots for the project during an economy that is clearly not as strong as it was in 2007, when the IPA was submitted. The tables on pages 38 and 39 of the IPA clearly show that the development is profitable without -the proposed lakes. Though the economic feasibility of the alternatives has to be assessed, if an alternative (in this case, the "no-build" alternative:i can be accomplished with consideration of the cost of the alternative to the applicant, then the: alternative is practicable (40 CPR Section 230.10 (2)). Within the CPR there is no consideration :for increased/decreased revenue margins from project alternatives. The fact that the applicant will profit over $8 million without the lakes indicates that there is no loss of direct expenditures by the applicant with the "no-build" alternative; and the fact that the applicant can make more money by having the lakes is not a measure as to the practicability of the alternative. Therefore, we believe the increased revenue that the project would provide with the amenity lakes should not be considered when assessing the "build" or "no-build" alternatives. We believe the applicant's statement on page 31- stuns up the impact justification best. The applicant states that "Water features are extremely desirable for private residences." Page 40 goes on to state that "Without the lake, it [the development] would likely take 6 or 9 years for the project to sell out." We agree that water features are desirable to some buyers, but they are not needed and/or necessary for the proposed development to be completed with a profit. On page 41 of the IPA, the applicant used information from the 2001 National Survey of Fishing, Hunting, and Wildlife-Associated Recreation, conducted by the U.S. Fish and Wildlife Service, to show the increased revenue the lakes would brir:.g to the area. Though the information provided is accurate on a statewide level, it has been misinterpreted by the applicant and inflates the amount of revenue that could be brought to the local area by the proposed project. The expenditures associated with wildlife viewing should not be factored into the justification because there is already an abundance of wildlife on the site (as indicated on page 9 of the IPA). Therefore, the lakes will not increase the amount of expenditures for wildlife viewing. Of the $1.1 billion spent in North Carolina for fishing; $693 million (62 percent) was for gavel, food and lodging, and $145 million (13 percent) was sp;:nt on specialty equipment (boats, vans, trucks, etc.). Given these numbers, over 75 perce:rr' of the $1.1 billion statewide was spent on items that do not relate to expenditures that will be made by residents of a private/gated development. Using the national average, about 10 percent of the U.S. population who are over 16 }ears of age had expenditures relating to freshwater fishing. Given that only about: 150 part-time residents, primarily second homes (a,,cording to the IPA), may have,-.xpenditures 0::/12/'2010 11:26 FAX 828 258 5330 USFWS As•hevill.e,NC 2008 related to fishing, we find it difficult to believe thal.. the creation of the lakes will provide any economic boost to the local economy. Also, this :section of the IPA did not include an analysis of the potential hunting expenditures that will be lost: by changing the land use from - orested to residential development. If we are to accept that any increases to the local economy, though insignificant, will be gained by the increased fishing expenditures from the residents of Grandview Peaks, we believe the applicant shou"16 . also analyze and address the loss of potential hunting expenditures. In Alternative Option I on page 25 of the IPA, the applicant uses unrelated costs to justify the impacts of the project and to dispute the legitirnacy of the "no-build" alternative. The IPA states that "On-site amenities require less cost, less tirne, nd expenditures of fewer resources by residents." It goes on to say: "The ability of Grandview Peaks to provide a similar amenity at little to no cost for its residents is very desirable to potential residents of the community." We believe the statement made by the applicant that the amenity (on-site lakes) will have little to no cost to the residents is false. The extra $100,000 for lots located around the lake will be quite costly to the residents, as will the maintenance and upkeep of the dam and impoundment. The application then compares costs for using motorized boats on Lake Lure, which :Ls'xrelevant because the application later states that only nonrnotorized boats will be allowed on thr: lakes at Grandview Peaks. The IPA also states, after much promotion on the applicant's web site, that Lahe Lure and Lake James will not provide a "private lake experience." The ptuTose of the project is to construct a residential development with amenities; privacy is not a purpose or justification. Cumulative Impacts - We do not agree with the secondary and cumulative effects analysis contained in the IPA. We also believe the cumulative analysis of the proposed project is incomplete. The cumulative analysis on page 53 of the IPA concentrates mainly on land mass percentages, not impacts to aquatic resources. The analysis simply states that "impacts associated with the project and its effects cumulatively on the watersheds will be minimal. Activities.at Grandview Peaks should not result in a maior impairment of the water resources on site or interfere with the productivity and water quality of the existing aquatic ecosystem." However, recent research conducted by this office has shown that there are about 610 dams in the Catawba River.(8-digit HUC) basin in North Carolina that are registered in the state:'s dam safety inventory. This does not include dams that ire under 14 feet and are not considered "high hazard" (data for these dams, aid iinpact amounts in river miles, is still being collected), so we feel safe in saying that the number of dams in the Catawba. River basin in North Carolina is substantially higher than 610. Using the information in the registered darns database only, we calculated that over 80,000 acres of impoundment surface area have been created in the basin. We also conducted an inventory of existing impoundments within the 14-digit H_ JC of the proposed project and found that about 110 acres of impoundments occur in the 14-digit HUC.2 Again, we believe this number is higher because it does not include smaller impoundments (e.g., farm ponds) that exist within the watershed. Using the annual Class A pan evaporation rate for 2We believe this number is much higher, given the number of dams that were not counted (e.g., faun ponds and dams smaller than 14 feet in height) in the North Carolina Dams spreadsheet and some of the date gaps that exist within the spreadsheet. i 0::/12/2010 11:26 FAX 828 258 5330 USFWS Asheville.NC 2009 the Catawba basin (60 inches), we calculated the evaporative loss of the 110 acres of impoundments to be about 385 acre feet. That equates to about 343,705 gallons of evaporative water loss each day. Using the 170 gallon per day/per person usage in North Carolina„ that is enough water for about 2,021 people. The 34 acres of impoundments proposed in the current IPA would increase the documented surface area. acreage in the 14-digit HUC by almost 30 percent. That would increase the amount of evaporative loss in the watershed by 106,000 gallons per day. The evaporation loss will adversely affect the quantity of water available to downstream reaches. Dams and impoundments cause adverse impacts to river and stream systems, and those adverse impacts are compounded with each new impoundment that is constructed in a watershed. We believe the cumulative effects of those impacts along with the increased evaporation caused by impoundments is resulting, and will continue to result, in major impairments to the water quantity and quality in the Catawba basin. We recommend that the Corps consider a more extensive review and analysis of the cumulative impacts of dams and impoundments tlian is provided in the current IPA. We believe a review should include the total number of impoundments in the basin, the total number of river miles that have been impounded, a cumulative biological and ecological impact an;?dysis of tine dams in the basin, and documentation to prove that dams and impoundments do not cause secondary impacts to downstream aquatic resources. Because the application is written with bias toward constructing the on-site lakes, it does not provide an objective analysis of the practicable alternatives or the impacts associated with construction of the two lakes. We believe the alternatives analysis presented in the IPA is incomplete and does not justify the need far the ors-site on-line lakes option. Because the purpose and need statement (residential development with amenities) and the imycact justification (increased profit) for the proposed lakes as shown in the IPA are not valid, we do not believe the lakes as proposed are a water-dependent activity nor are they necessary for the success of the Grandview Peaks development. Because a portion of the development is already constructed and lots are already selling and the recreational needs of the residents can be met with the. on-site and nearby amenities and resources currently available,1;ve believe the no-build alternative is the most practicable. Therefore, we recommend that siny permits for the constructio_a of-these impoundments be denied. We appreciate the opportunity to provide these comments. If we can be of assistance or if you have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff' at 828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference our Log Number 4-2-06-200. Sincerely, $rian P. Cole Field Supervisor 02/12/2010 11:26 FAX 828 258 5330 USFWS Ashevil]e,NC [a010 cc: Mr. David McHenry, Mountain Region Reviewer, North Carolina Wildlife Resources Commission, 20830 Great Smoky Mtn. Expressway, Waynesville, NC 28786 Mr. Kevin Barnett, North Carolina Department of Environment and Natural Resources, Division of Water Quality, 2090 U.S. Highway 70, SwannLmoa, NC 28778 Ms, Becky Fox, U.S. Environmental Protection Agency, 1349 Firefly Road, Whittier, NC 28789 9 INLAND FISH Fax 97.97070028 Feb 12 2010 17'35-) P.02 North Carolina Wildlife'rIesouirces Commission Gordon Myers, Ex:: c. tine Director February 12, 2010 Mr. Scott Jones U.S, Army Corps of Engineers, Regulatory Branch 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Mr. Ian McMillan NCDENR, Division of Water Qualicr, 407 Unit 1628 Mail Service Center Raleigh, North Carolina 27699-1628 SUBJECT: Mr. Todd Black, Fall Creek Land Company Individual 404 Permit Application Propose lakes at Grandview Peaks D:Ye loprnmit McDowell County Action 11D No. 2007-200-359 DWQ No. 07-0168v2 Dear Mr. Jones and Mr. McMillan: Clearwater Environmental Consultants requested an Individual 40=4 Permit and 401 Water Quality Certification on behalf of Mr. Todd Black of Fall Creek Land Company. Comments from the North Carolina Wildlife Resources Commission (Commission,', are! provided under provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and 'fVillli:te Coordination Act (48 Sfax. 401, as amended; 16 U.S.C. 661-667d), In 1007, Mr. Todd Black proposed construction of three lakes in fle Grandview Peaks residt;w,.ta &velopment near Dysartsville in McDowell County. Permits were not issued 11)r that proposed desig2. The sieve design proposes two lakes of 9 and 25 acres that would fill or :flood abou: 6,675 feet of tributaries and 0.13 acre of wetlands in the South Muddy Creek and Hoppers Creel;. wa:ershe,:ls. Compensatory mitigation for streams would include purchase of 695 feet of credits from the North Carolina Ecosystem Enhancement Program (EEP) and on-site preservation of 62,000 feet of stream channels. ;;:o:npensatory mitigation for wetlands would include 0.5 acre of EEP credit and 1.55 acre of on-site presorvaticn. Mailing Address: Division of Inland Fisheries a 172 l Mail Service Center - Raleigh, NC -2:76;-9-1721 Telephone: (919) 707-0220 - Fax: (919) 707-0028