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PLAN COMMENTS: <br /> <br />^ Pre-submittal meeting bt:hveen developer and/or designer and reviewers is highly recommended, preferably onsite. <br />^ River Stream Overlay District/Zane on Coddle Creek tributary, are marked as required by the coturty zoning ordinance and permit <br />CESAW-CO88-N-013-0061 issued under Section 404 of the U. S. Clean Water Act {33 U.S.C. 1413) by the US Anny Corps of <br />Brtgirreers. <br />^ Unless developer has prior authorization from appropriate federal and state authorities to impact jurisdictional waters or wetlands, <br />the proposed project will be in violation federal and/or state law. Permits for disturbance of streams and other wetlands must be <br />requested from N. C. Division of Water Quality and U. S. Army Corps of Engineers prior to any impacts.. <br />^ This project is withur a hydrological unit (HIJ) included nr the North Carolina Ecosystem Enhancement Program's Upper Rocky <br />River Watershed Plan area and drains into a restoration protect that is in design phase. Every effort should be made to use <br />best management practices to prevent water quality impairment and follow recarnmendations in the Watershed Management PIans <br />& ],2.ecomrnendations Lower Yadkin / Upper Rocky River Baser Local Watershed PIannin~-Phase'Two. A key <br />recommendation is low impact developtnerrt techniques patterned on pre-development stanmvater runoff conditions. The erosion <br />and sedimentation control plan for this site should be followed closely once it has been submitted and approved. <br />^ The proposed development is approximately 800 feet upstream from the confluence of Indian Run with Coddle Creek. Coddle <br />Creek received air "Impaired" water quality rating in the 2003 Yadkin-Pee Dee River Basinwide Water Quality Plan. The plan <br />notes that "...non-point source pollution, largely from stormwater runoff in acrd around Concord and Kannapolis, is likely a <br />significant factor." Accordurg to the Plan, "Population is projected to increase .... 53 percent in Cabantis County... behveen <br />2000 and 2020. Growth manageient within the next five years will be imperative, especially in and around urbanizing areas and <br />along highway corridors, izr order to protect or unprove water quality in this subbasin. Growth management can be defined as the <br />application of strategies and practices that help achieve sustainable development in harmotry with the conservation of <br />environmental qualities and features of an area. On the local level, growth management often involves planning and development <br />reviews that are designed to maintain or improve water quality." <br />^ A conservatlort easement on all stream buffers is requested by Cabarrus Soil and Water Conservation District to protect stream <br />restoration project downstream. This request is also part of the countywide open space initiative. See brochure "This Land is <br />Our Land... A Guide for Preserving Your Land for Generations to Come. " <br />^ Impacts of stornnvater from this proposed project on water quality and water quantity have not been assessed. Cities of Concord <br />and Kannapolis have applied to the NC Div. of Water Resources for an interbasni transfer of water certificate. Other jurisdictions <br />receiving water from these municipalities are bound by the conditions of 1BT certificate's drought management plan. Under this <br />certificate, stream buffers wilt be determined by a qualified professional to ensure proper application of stream buffer rules. <br />^ Cumulative and secondary impacts associated with this proposed development are not known and should be assessed prior to fmai <br />plan approval. <br />^ The following prime fannland soil will be removed from production: CuB2. rarmland Cotrversion Impact Rating form (AD- <br />1006) must be filed if federal futrds are involved. Redesign of plan to provide for more open space protection of this soil is <br />encouraged. <br />^ The following soil are classified as important state farmland soils and will be removed from production: CuD2 and EnB. <br />^ The information in this table indicates the dominant soil condition, but does not elimhrate the need for onsite investigation. The <br />numbers in the value column range from 0.01 to 1.00. Tire larger the value, the greater the potential limitation. Limiting features in <br />this report are limited to the top S lnnitations. Additional limitations may exist. <br />i-------------. <br />Dwellings without Dwellings with Small Commercial Local Roads and Lawns and <br />Shallow Excavations <br />T4ap Soil Basements Basements Buildings Streets Landscaping <br />SymboE Namc <br />r-- Somewhat limited Somewhat limited Somewhat limited - <br />(Somewhat limited Somewhat limited <br />CuB2 Cullen ~hrink-swell - 0.5 ~ Shrink-swell - 0.5 Too clayey - 0.72 Not limited <br />Shrink-swen - 0.5 }Shrink-swell - 0.5 Slope - 0.13 Low strength - 0 ~Cutbanks cave - 0.1 <br />Somewhat limited ~ Somewhat limited Very limited Somewhat limited Somewhat fimitcd I <br />CuD2 Cullen Slope - 0.63 ~ Slope - 0.63 Slope -1 Slope - 0.63 Too clayey - 0.72 Somewhat limited <br />Shrink-swell - 0.5 ! Shrink-sFVell - 0.5 Shrink-swell - 0.5 Shrink-swell - 0.5 Slope - 0.63 Slope - O.b3 <br />~ LOFV strength - 0 CYrtbanks cave - 0.1 <br />Very limited Very limited Very limited Sonte~vhat limited <br />EnB Enon ~ Shrink-swell - 1 ~ Not limited Shrink-sweti - 1 Low strength -1 Too clayey - 0.28 ~ Not limited <br />j } Slope - 0.13 Slvink-seel[ - I Cutbarrks cave - 0.1 <br />~.-- --------- --.----____._.--------I------___.._.-------- ---- Verylhnited -_- <br />Very limited _ ~--`.--A-- ~--~ Very limited - <br />Very limited Slope I <br />PoR Poindexter ( Very limited ~ Slope -1 Very limited Slope - 1 Depth to soft SIope - i - <br />Slope -1 ~ Depth to soft Slopa -1 ~~y strength - 0.22 bedrock - 0.46 Depth to bedrock <br />[ bedrock - 0.46 Cutbanks cave - 0.1 0.46 <br />Page 2 of 4 <br />Rating Class and Rating Class and <br />i <br />Rating Class and <br />~ <br />Rating Class and Rating Class and <br />~ Rating Class and <br />Limiting Features - Limiting Features - Limiting Features - (Limiting Reatures - Limiting Features - <br />~ Limiting Features - <br />( <br />Value ~ Value Value <br />l Value <br />Yalue <br />I Value <br />E-1 <br />Attachment number 4 <br />Page 61 of 315 <br />