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HomeMy WebLinkAbout19971103 Ver 1_COMPLETE FILE_19971229_)IIII State of North Carolina IT Department of Environment, M19MA Health and Natural Resources 4 • 0 Division of Water Quality James B. Hunt, Jr., Governor ."? Wayne McDevitt, Secretary C) E N A. Preston Howard, Jr., P.E., Director January 2, 1998 Mecklenburg County WQC 401 Project #971103 APPROVAL of 401 Water Quality Certification Keith Shirley Charlotte-Mecklenburg Utilitities 5100 Brookshire Blvd. Charlotte, NC 28216 Dear Mr. Shirley: You have our approval, in accordance with the attached conditions, to place fill material in 0.1 acres of wetlands or waters for the purpose of constructing a sewer line at Davis Lake Annexation Sewers, as you described in your application dated December 17, 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you chan&; your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Attachment Since ly, r ston Howard, Jr. P.E. cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Mooresville DWQ Regional Office Division of Water Quality - Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper 00 k CHARLOTTE c i s l Est 1997 Annexation Davis Lake Area CMUD Project 282-97-516 December 17, 1997 Mr. John Dorney Water Quality Planning Division of Water Quality North Carolina Department and Natural Resources 4401 Reedy Creek Road of Environment Raleigh, North Carolina 27607 Dear Mr. Dorney: 401 ISSUE[ 97//d 3 LiVViPn?'^,,E NTA SCIENCES Black & Veatch is serving as the program manager for the Charlotte-Mecklenburg Utility Department's (CMUD) 1997 Annexation and is also preparing all permit documents for the project. The 1997 Annexation program involves the annexing of seven distinct areas of Mecklenburg County with sewer and water service to be provided to all areas by June of 1999. One of the annexation contracts is the Davis Lake Annexation Sewers. This contract consists of approximately 13,000 linear feet of sanitary sewer trunk to serve undeveloped areas bordered by NC 115, Gibbon Road, Sugar Creek Road, and Hucks Road. The contract will be constructed on private lands and State rights-of-way. The sanitary sewer trunks cross jurisdictional waters and wetlands in 12 locations. We have attached the application form and supporting documentation as required. We are requesting that the 401 Certification and Nationwide No. 12 permits be issued for this contract. Administration Division 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221 Charlotte-Mecklenburg Utility Department Mr. John Dorney December 17, 1997 Page 2 If you have any questions, please contact me at (704) 391-5138 or Jeff Davis at Black & Veatch at (704) 548-8461. Very truly yours, CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT Keith Shirley CMUDA3/jhb Enclosures cc: Kathy Freeze, CMUD Steve Chapin, U. S. Army Corps of Engineers, Asheville, NC Jeff Davis, B&V Leonard Rindner U. S. Army Corps of Engineers, Wilmington, NC DEM ID: CORPS ACTION ID:' NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): #12 PRE-CONSTRUCTION NOTIFICATION APPLICATIONF?7-%77eUD FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME: Charlotte-Mecklenburg Utilities 2. MAILING ADDRESS: 5100 Brookshire Boulevard SUBDIVISION NAME: STATE: NC ZIP CODE: 28216 CITY: Charlotte PRt J',-" 7 LOC-'-T ?N ADDRESS, INCLUDING S:TB=JISION NAME (IF DIFF-EPEN- FROM MAILING ADDRESS ABOVE): Davis Lake Area--1997 Annexation Project 3. TELEPHONE NUMBER (HOME): N/A (WORK): (704) 399-2221 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Douglas 0. Bean, Key Business Executive, Charlotte-Mecklenburg .:Utilities, 5100 Brookshire Boulevard, Charlotte, NC 28216 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Mecklenburg NEAREST TOWN OR CITY: Charlotte See attached report. 1 SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): See attached report 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries of Mallard-Creek RIVER BASIN: Yadkin 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES [ 1 NO [XI IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ 1 NO [X] 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL C:ui,NTY (SEE PAGE 7 FOR. LIST OF COASTru ''OUN`I'E'S) , WHAT IS THr LAND USE PLAN (LUP) DESIGNATION? 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ J NO [)Q IF YES, PROVIDE ACTION I.D. NUMBER OF- PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ 1 NO [X] IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ± 1.6 acres 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: Less than 0.10 acres 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: FLOODING: DRAINAGE: Temporary disturbance by crossin EXCAVATION: OTHER: TOTAL ACRES TO BE IMPACTED: 0.10 acres 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: FT AFTER: FT WIDTH BEFORE (based on normal high water contours): FT WIDTH AFTER: FT AVERAGE DEPTH BEFORE: FT AFTER: FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: Erossing--Utility line construction 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY): See attached report and plan 13. PURPOSE OF PROPOSED WORK: See attached report and plan 3 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): See attached report and plan 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: (ATTACH RESPONSES FROM THESE AGENCIES.) See attached plan and report 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: See attached plan and report 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [)(] NO (I (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [ ] NO k] b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ ] IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 4 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? See attached plans and report. f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND 3) (IN THE TWENTY-COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. c Orr? ER' S/ ENT' S SIGN TURE 12-27, -87 DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 a Annexation Project Davis Lake Area Joint Application Form and Supporting Documentation for NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE Prepared For: Charlotte-Mecklenburg Utility Department Engineering Division Charlotte, North Carolina lock & Veatch Cons 'on nc 8604 Cliff Cameron Drive Charlotte, NC 28269-8505 Prepared By: Leonard S. R in&e& PW.4 Environmental Planning Consultant 7113 Hickory Nut Drive Raleigh, NC 27613 (919) 870-9191 *Subject to verification by the USACE and NCDWQ Date : 12/97 k LEONARD S RINDNER Environmental Planning Consultant 7113 Hickory Nut Drive Landscape Architecture Raleigh, NC 27613 Land Planning (919) 870-9191 December 8, 1997 Mr. Steve Chapin US Army Corps of Engineers - Reg. Field Office 151 Patton Avenue - Room 143 Asheville, NC 28801 - 5006 Mr. John R. Domey Division of Water Quality - NCDEHNR Environmental Science Laboratories 4401 Reedy Creek Road Raleigh, NC 27607 Re: Annexation Poject - Charlotte. N.C.- Request for NWP 2 Dear Sirs: On behalf of Charlotte-Mecklenburg Utility Department, I am requesting your review of the enclosed plans. I have also attached other information pertaining to the site. The proposed use of the site is a sanitary sewer trunk line to serve the a recently annexed area to the City of Charlotte. Preliminary planning included a wetland delineation, and a review of proposed alternative alignments and field adjustments based on environmental factors, construction limitations, and other factors. In one particular area the sewer line alignment was modified to preserve intact a very high value regarding pollution removal, water storage, and bank stabilization in the vicinity of a junk-yard. SITE DESC'RiPTION Most of the project area is forested in secondary succession or associated with previously developed and disturbed areas. The project areas are in the headwaters of Mallard Creek. Mallard Creek is in the Rocky River Sub-Basin of the Yadkin River Basin. Mallard Creek and it's tributaries are currently classified as Class C - aquatic fife propagation and survival, fishing, wildlife, secondary recreation, and agriculture.Wetland areas occur in depressions and level areas along tributaries and toe of slopes in the floodplain. Generally the site consists of Monacan (Mo) soils near the creeks and drainage ways. Sumwaa gf uris 'on Waters Qt the J Wetland LWrology Wetland hydrology is provided by a perched water table, seeps, springs, and surface runoff over a clayey subsoil. The site conditions were apparently dryer than normal, however there were adequate indicators to determine areas subject to ponding and/or flooding behind riparian berm. Hydrop i Vegetation Wetland areas and along tributaries is dominated by Facultative, Facultative Wet, and Obligate Vegetation and includes red maple, hornbeam, sweetgum, alder, green ash, willow oak, willow, silky dogwood, and others. Herbaceous plants include sedges, soft rush, jewelweed, poison ivy and other typical wetland species. Ligustrum is dominant in the shrub layer in non-wetland areas. Obligate and FACW vegetation dominate the more saturated wetland areas. to, M Mr. Steve Chapin - USACE, Mr. John R Dorney-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx. IA Miles Request for NWP 12 Page 2, December 9, 1997 Hyddc Soil According to Soil Conservation Service, Technical Guide-Section 11-A-2, June 1991, Mo soils are listed as Map Units with inclusions of Hydric Soils in Mecklenburg County. PROPOSED AREA OF?MRRANCE (See Exhibits and Vicinity Ma you Headwater Forest (PSS I A, PFOIA) = ± 0.030 acres Bank to Bank Tribut= = + 0,070 acres Total Jurisdictional Waters =+ 0,10 acres 1) Bank to Bank (PFOlA) = + 0.005 acres 2) Bank to Bank = ± 0.005 acres 3) Bank to Bank = + 0.005 acres 4) Bank to Bank = ± 0.005 acres 5) Bank to Bank = ± 0.005 acres 6) Bank to Bank = ± 0.005 acres 6) Wetland (PFO 1 A) = ± 0.015 acres 7) Bank to Bank = ± 0.005 acres 8) Bank to Bank = ± 0.005 acres 9) Bank to Bank = + 0.005 acres Wetland (PSS1A) =± 0.010 acres 10) Bank to Bank = ± 0.005 acres 11) Bank to Bank = ± 0.010 acres 12.) Bank to Bank = + 0.010 acres Total Jurisdictional Waters Disturbed =± 0,10 acres MMSER AYOD 4NCE MIN IM ZAT ONa AND GAUO, hT The department has pursued professional planning input to develop this project and maintain sensitivity to environmental concerns. Preliminary planning involved site analysis and consideration of environmental and regulatory issues. Topography, natural features, soil and rock conditions, existing land use, and engineering requirements were factors in determining the location of the trunk line. Once the final extents of the wetland areas were determined, a very strong effort, as depicted on the plan, was made to adapt the alignment to avoid and minimize disturbance to wetlands to the extent feasible. Except for temporary construction and development impacts the proposed project should not cause significant impacts to the ecological functions or values of Jurisdictional Waters of the U. S.. Avvidance The sewerline has been located to extent feasible to retain a minimum 10' wide forested area along the streams. As depicted on the plans sewerline aft m= was mo j ed based on fief conditions to avoid y 1 ft weda tad areas (See ExhM A 44" ini 'vn This project will be designed and constructed to conform to the Corps of Engineers Nationwide Permit 12 and Regional Conditions (June 19, 1997) or Regional Permit 049 (Utility Line Backfill and Bedding) and the North Carolina Division of Water Quality, General Certification for projects eligible for the Corps of Engineers Nationwide Permit 12 or Regional Permit 198100049. Mr. Steve Chapin - USACE, Mr. John R. Domey-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx. 1.4 Miles Request for NWP 12 Page 3, December 9, 1997 Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters. This will include: Siltation Barriers - Sediment Traps and Diversion Ditches Barricades to define construction limits to sensitive sites and to protect trees Preconstruction meetings Other methods as appropriate Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and natural areas to be preserved. Methods to prevent short term impacts will be inspected regularly and maintained during construction of the project. Wetlands to be clearly marked prior to construction to prevent accidental damage to wetlands. The contractors will be held responsible for unauthorized wetland damage not permitted according to plans and specifications. Preconstruction meetings shall be held if necessary with representatives of the USACE and the NCDWQ. Short term construction impacts, primarily stream sedimentation will affect aquatic habitat, however this will be minimized to the extent practicable to promote rapid recovery. Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan. Best Management Practices will include utilizing siltation trapping ponds and other erosion control structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life such as fuels will be avoided by not permitting staging areas to be located near surface waters. Also, as required by the 401 Water Quality Certification conditions, measures will be taken to prevent "live" or fresh concrete from coming into contact with waters until the concrete has hardened. Restoration Plan As required by Nationwide Permit 12, the topsoil shall be saved through the disturbed area and the top 6" to 12" of the trench will be backfilled with this topsoil to encourage rapid re-establishment of previous vegetation conditions. Excess material must be removed to upland areas immediately upon completion of construction. The contours throughout the area of disturbance will also be restored immediately upon the completion of construction. An annual species suitable for wet locations will be planted within jurisdictional wetlands for soil and erosion control. Perennials such as fescue will not be specified. The remaining Nationwide Permit 12 and 401 Water Quality Certification conditions which includes the following will be incorporated into the plans and specifications of the project. Grassing Specifrca&n Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils and then allow the natural vegetation to become re-established. For stabilization, outside the optimum planting windows, using a mixture of species on either side of the window may increase chances of a good stand. Germination will be most difficult in the December - February period. For wetland stabilization during this period, it will be necessary to be sure that wetlands are well mulched. Annual lespedeza could be added to any planting mixtures during this period because it will germinate during the first warm days of spring. ft. Mr. Steve Chapin - USACE, Mr. John R. Dorney-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx. 1.4 Miles Request for NWP 12 Page 4, December 9, 1997 Ong re Dates Tvnes Eft April 15 - Sept. 1 Temporary Crop Jap. Millet or Sorghum 40 lbs /acre Aug. 25 - Oct. 31 Wheat 50 IN /acre Kobe lespedeza 15 lb/acre Nov. 1 - April 15 Wheat or Winter Rye 40 IN /acre Kobe lespedeza 15 lb/acre Nurse Plants Between May 1, and August 15, add 10 lbs/acre German millet or 15 lb/acre Sudangrass. Prior to May i or August 15, add 40 lb/acre rye (grain). Other native r conditions fescue or other tuff grasses shall be ggd in we and areas Excerpts from NCDWQ Conditions of Certification (Applicable to this project) and USACE Regional Conditions to Nationwide Permit 12 NCDWQ Conditions of Certification 1. Activities covered by this General Certification do not require written concurrence from the Division of Water Quality as long as they comply with all conditions of this General Certification and the conditions of Nationwide Permit 12 or Regional Permit 198100049. Any condition in this certification which is not met requires notification to and concurrence from DWQ; 2. The edge of the construction corridor is installed parallel to and closer than 10 feet (3 meters) to a stream or if the utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of the stream bank; 3. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000 USGS topographic map as permanent or intermittent shall be installed with no-seam piping. If no-seam piping is not able to be installed, written concurrence from NCDWQ is required. 4. Construction corridors parallel to streams shall be placed at the furthest distance from the stream to the maximum extent possible; 5. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 6. Placement of rip rap is restricted to stream bottoms and banks directly impacted by the placement of the utility line. Rip-rap may only be used below the normal high water level. The stream berm must be restored to the original contours after construction; I& Mr. Steve Chapin - USACE, Mr. John R. Domey-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx. 1.4 Miles Request for NWP 12 Page 5, November 28, 1997 7. That appropriate sedimentation and erosion control practices which equal or exceed those outlined in the "North Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina Surface Mining Manual" are utilized to prevent exceedances of the appropriate turbidity water quality standards (50 NTUs in streams and rivers not designated as trout waters by NCDWQ; and all lakes and reservoirs; and 10 NTUs in trout waters); 8. All sedimentation and erosion control measures placed in wetlands shall be removed and the natural grade restored after the Division of Land resources has released the project, 9. Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil and erosion control. Perennials such as fescue are prohibited; 10. No fertilizer shall be applied within 10 feet of streams; 11. The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet in width in wetlands and must be minimized to the maximum extent practicable. 12. Permanent, maintained access corridors shall be restricted to the minimum width practicable and shall not exceed 10 feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle turnaround must be spaced at least 500 feet apart. 13. An anti-seep collar (See detail) shall be placed at the downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until the utility exits the wetland for buried utility lines. Anti- seep collars may be constructed with Class B concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and perpendicular wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view diagram is attached for the anti-seep collars. The following specifications shall apply to class B concrete; a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0 b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5 C) Maximum water-cement ratio gallons per sack 6.8 d) Slump range 2"to 4" e) Minimum strength - 28 psi 2,500 14. This general certification does not authorize any permanent changes in preconstruction elevation contours in waters or wetlands. The permitee will have a specific plan for restoring wetland contours. Any excess material will be removed to a high ground disposal areas; 15. If an environmental document is required, this certification is not valid until a F'ONSI or ROD is issued by the State Clearinghouse; 16. N/A L Mr. Steve Chapin - USACE, Mr. John R Dorney-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx, 1.4 Miles Request for NWP 12 Page 6, December 9, 1997 17. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be required for this Certification if written concurrence is not needed. 18. Written concurrence is required if the maintenance corridor is greater than 10 feet wide. 19. This certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or local approval. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this Certification for the project and may also result in criminal and/or civil penalties. The Director of the NCDWQ may require submission of a formal' application for Individual Certification for any project in this category of activity, if it is determined that the project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a certification decision if deemed in the public's best interest by the Director of the NCDWQ. Additional USA CERegional Conditions to Nationwide Permit 12 (Applicable to this project) Temporary placement of excavated or fill material in waters and wetlands will be for the absolute minimum period of time necessary to accomplish the work. Each individual crossing will be stabilized immediately with native vegetation. Stabilizing with non- native grasses (i.e., fescue, etc.) is prohibited Anti-seep collars must be installed at no greater than 150-foot intervals on all sewer and drain lines placed in wetlands, and all utility lines must be installed to prevent drainage of wetlands (i.e., no French drain" construction, etc.) The total width of the access corridor excavation and temporary fill area (including mechanized land clearing) is restricted to no more than 40 feet and must be minimized to the extent practicable. THREATENED AN MANGERED SPECIES Federally listed plant and animal species with endangered or threatened status are protected under the Endangered Species Act of 1973. The US Fish and Wildlife Service has identified two endangered species - Schweinitz's sunflower (Helianthus schweinitzh), and the Carolina heelsplitter (Lasmigona decorata). Schweinitz's sunflower thrives in full sun characteristic of successional fields, margins, and forested openings. A review of USGS Maps at the Natural Heritage Program at NCDEHNR in Raleigh did not indicate any endangered species previously identified on the site. However, since Schweinitz's sunflower is known to occur in Mecklenburg County, a survey was conducted by Dr. Jim Matthews of the Habitat Assessment Restoration Program. Neither the Schweinitz's sunflower nor habitat conducive to it's survival were not found in the project area. The Carolina heelsplitter is a freshwater mussel which prefers shaded areas either in a ponded portion of a small stream or in runs along steep banks with moderate current. Primary habitat are waters less than three feet deep with a soft mud, muddy sand, or shady gravelly substrate. It is normally restricted to protected silted areas or under banks especially associated with obstructions such as stumps or fallen trees. Its current distribution according to Mr. Steve Chapin - USACE, Mr. John R. Domey-NCDWQ Annexation Project - Davis Lake Area Trunk Sewer - Approx. 1.4 Miles Request for NWP 12 Page 7, December 9, 1997 the US Fish and Wildlife Service is limited to portions of two streams -- Goose Creek and Waxhaw Creek -- and a small river originating from rural areas in Union County. Therefore it is not expected to occur on this site. State Prptected Species The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the project area. This species has a federal status of Proposed Special Concern and a state status of Special Concern. The species prefers small clear streams of less than 15' width with moderate to swift current and a sand/gravel benthic composition. It apparently tolerates a wide range of water quality conditions and vegetation types adjacent to the streams and appears resistant to pollution. (E. Menhinick). Therefore, strict adherence to an approved erosion and sedimentation control plan will be maintained during the construction period in order to control degradation of water quality. CULTURAL RESOURCES Most of the project area in secondary forest succession. There are no indications of any existing structures on the project site. The USGS maps were inspected at the Office of State Archaeology and the Survey and Planning Office and there were no indications of previously identified archaeological or historic structures on this site which are eligible or currently on the National Register of Historic Places. CONCLUSION An important objective of the plan was to help balance the environmental consequences of this project by avoiding important forested wetland areas to the extent feasible, minimizing impacts to surface waters, providing opportunities for natural herbaceous vegetation to succeed, and minimizing the potential of draining wetland areas. At several locations the plans were field modified and adjusted to further reduce impacts. By complying with the Nationwide Permit 12 and 401 Certification conditions it is expected that this project will not cause significant impacts to jurisdictional surface waters and wetlands. Please contact me if you have any questions or require additional explanation. Thank you for your 99? canard S. Rindner, PWS Environmental Planning Consultant NC Landscape Architect #578 CC' Mr. Jeff Davis - Black & Veatch Construction, Inc. Mike Parker - NCDWQ - Water Quality Section - Mooresville M M.. . OF WETLAN ATING YMOAK,H ? Fourth Version D R _ Project name yU .Cy1s Nearest road z i? n?s J?O"a County Wetland area acres Wetland width 106 "'-feet Name of evaluator mininci?r?G? Date r4 Adjacent land us Wetland location •.y? within I/2 mile ?trparn, upsiope, siq .,/ I ME w on pond or lake or radius) £1 'i 0rennaf stream , fC?CG 'V d/ l 11[a $ 8t 1C}C1 f °iG on intermittant strean3 y o M?l agriculture "urbarfstk°urn1? N?gthin nt rstreani divide othel• ttYipeN10d su ae H pi. IMM.. b y k K< H I?"Tt 5 i 7. 11 a7ea.Y i.d nc„x , y4$ a.?",Y ?'y 0111 1 .Y•w Y yS?fiL?. ?S ?' ,?f E•'`W' Yak' H pr€aniiartl?anic - humus, muck, or peat { 3)., ••a ffid reciominarl m{nera€ - non-sandy M p Y predomhant sandy Flooding sand suet r ft I erma lent z rmarEently _. VL 0Ivdraulic tact or wM floued or tuad. 0164 igg ., ,?? ? ?? ?? seasfl?la?l?r f?oood? ' ?: >out?dated in]tGrf m1f I itTi M lGpmoorary -: LJ steep topograpt???f 4 _ &LJ t3E[+.,.fliciM.3yf<`Sj,?i'y?,??' '`? ?k \:.4+ cU or C. k tttar5ietlaCt£dtk0f3feetI L1 no ON I 1?"U.l MT :ffffJ:fff./..Jf.JlfflfJlffff.....ffflf.Jf,.flflffJ.lfff..lfJ,fffffflfffffff./.JffJ!/..ff./ffffflfJ.!/lf..fJJ%:/.flf:/.Jfflfffl,:= Wetland type (select one)* ? B omland hardwood forest ? Pine savanna eadwater forest ? Freshwater marsh ' Swamp forest ? Bog/fen 2 ? Wet flat ? Ephemeral wetland ? Pocosin ? Carolina Bay ? Bog forest ? Other *The rating system cannot be applied to salt or brackish marshes or stream channels n weight Its f 4'3 Water storage x 4.00 ' Wetland Score ; Q Bank/Shoreline stabilization x 4.00 i Pollutant removal * x 5.00 = jW . Wildlife habitat x 2.00 = a Q S Aquatic life value x 4.00 = 5 Recreation/Education x 1.00 * Add 1 point if in sensitive watershed and > 10% nonpoint disturbance within 1 /Z mile upstream, upslope, or radius 57 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site:yi Date: Applicant/Owner: ?'.M(110 County: Investigator: State: /ll(_1 Do Normal Circumstances exist on the site? es No Community ID: Is the site significantly disturbed (Atypical Situation)? es o Transect ID: Is the area a potential Problem Area? Yes o Plot ID: (if needed, explain on reverse.) D? M!-4- l?f 8`7• Sz VEGETATION Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator 9. -1-A rlict 2. ? ?? /r In t6r - I OPjL 10. i Ilu r illn s', ACS 3. GtG C/IC 11. F,4 4. S S JS - %:?sc 12. r rid L lL ? ? 5. r ?/S 13. L-t4, SA, ? ? 7. ACe,- re161211rl Percent of Dominant Species that are OBL. FACW or FAC /?J?? /001/0 (excluding FAC-). ` Remarks: HYDROLOGY _ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators: -Stream, Lake, or Tide Gauge Prima ' = Aerial Phot ographs 7, d Other tttrated i Upper 12 Inches _ No Recorded Data Available Water Marks L Drift Lines edimsnt Deposits Field Observations: / Drainage Patterns in Wetlands ?.,l? C IL Secondary Indicators (2 or more required): ? Depth of Surface Water: ?On.) ?ddized Root Channels in Upper 12 Inches _ _ Water-Stained Leaves Depth to Free Water in Pit: ?(n.) _ Local Soil Survey Data FAC-Neutral Test Depth to Saturated Soil: _ Other (Explain in Remarks) Remarks: WTI, 1995 -196- SOILS Map Unit Name (Series d Ph o l an ase): O w' ' / Drainage Class: Taxonomy (Subgroup): t1/ oc Field Observations U?G ?0i / Confirm Mapped Type? Yes o Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Conrrzst Structure, etc . `` ?. s Y!LZ lU YrL _ z/A 2z 1 Sr Hydric Soil Indicators: _ Histosol ?- - Histic Epipedon Concretions _ High Organic Content in Surface Layer in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _?ing Conditions _ Listed on Local Hydric Soils List _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) am s: 6n ? WETLAND DETERMINATION Hydrophytic Vegetation Present? No (Circle) (Circle) Wetland Hydrology Present? No Hydric Soils Present? Y No Is this Sampling Point Within a Wedand? 6R No Remarks: L J 4`? .197- WTI, 1995 DATA FORM ROUTINE WETLAND DETERMINATION 0 987 COE Wetlands Delineation Manual) Project/Site: ?.r,tl,7a /6f- /4(- Date: Applicant/Owner: County: r/ Investigator: /_77 TV'77 .6 State: Do Normal Circumstances exist on the site? ?"lo Community ID: Is the site significantly disturbed (Atypical Situation)? Yes Transect ID: Is the area a potential Problem Area? Yes Plot ID: (if needed, explain on reverse.) T?P/?n VEGETATION Dominant Plant Specie,sl 1. 2. 1-7'7S7 Stratum Indicator !5- % Dominant Plant Soecies Stratum Indicator 9. t o. 01 Ice,- C?- 4. / ?G+1 ?? 1 J GVo cj ec/'J 12.k-11, S. t 1 7. > 13. 1G r- / fl> 16. Percent of Dominant Species that are OBL. FACW or FAC (excluding FAC-). r (( (J `? Remarks: HYDROLOGY _ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: _ Stream, Lake, or ride Gauge Primary Indicators: _ Aerial Photographs _ Inundated _ Other -Saturated in Upper 12 Inches _ No Recorded Data Available _ Water Marks Drift Lines 5ediment Deposits - - Reid Observations: Drainage Patterns in Wetlands = Secondary Indicators (2 or more required): Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12 Inches Water-Stained Leaves Depth to Free Water in Pit: `--(in.) _ Local Soil Survey Data rJ / Depth to Saturated Soil: T?i fin.) _ FAC-Neutral Test _ Other (Explain in Remarks) 2 7 Remarks: WTI, 1995 .196- SOILS Map Unit Name JC ? J (Series and Phase) : / 0 1tac Q11 rainage Class: / Taxonomy (Subgroup):Q (!II' Feld Observations -C Confirm Mapped Type? es No Profile Descriotion: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munseil Moist) Abundance/Contrast Structure etc , . 7: YP, S, Hydric Soil Indicators: _ Histosol Concretions _ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) Remarks: Well WETLAND DETERMINATION Hydrophytic Vegetation Present? a N (Circle) (Circle) Wetland Hydrology Present? is s Hydric Soils Present? Yes Is this Sampling Point Within a Wetland? Yes No Remarks: / .197- wM' 1995 VUA *?J ?.?t? j/ `?0? ?Y?? ' ? 1 ?i ?,,;, ? , ..? (.? `?,'? 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"4w, ,�'i+'!r � it 4�r� y�`�•,`,'n�':� �Ss:�i:. ,� �Y��Y�';� (ns �"tti ��5 ��� �; \e �1�� -� '� � �?���vt;�`�;1{ 'a +7 r'`�1 +� af�":r't r �,:� {,i��'�e.:� � �,3 � I �a�a ���'� � ,� �f 5 �,4 • ��s9 � � i �P��'. �p �, I f `� 3 P:4 „C r�3 >,a ` s C �,j; tom. t lYgwi�j'p ;✓`" TZ 71 All i h k4�1 y�bl=� €'' ' `"'�`� �� ,,� `� i } °� J' ^`'dt"" • a��� ��y��"' ��.����e��� �tity .t...k �h Ift M1 4 i 4 C .G, "��. ".I✓ � � t1 L t cys t� 4+YPF 4 1 iw� ® � ,gyp, � / i _ � \ t � _ >a�..� L ✓ �� "yY; / y'E' �'4 moo'• 6' A ANTI -SEEP COLLAR I inches 1 Utility Line I Iniameter Vari.. msl 1 foot I ; Class B Concrete I 1.4 or Compacted Clay 6 inches Trench Width ?6 inches Not to exceed 40 feat SECTION 6 inches Class B Concrete or Compacted Clay .6 inches 12 inches PLAN N 1 ' O U N cl- r to r m N 21 77 #s #s 1 HUC"S u u6A # 4 l a 0 0 u 1 0 0 0 1 0 0 1 0 Lh 0 z 3 a ra U U Ln Ln o 00 1= tsi # 11 10?o S O # 10 4, ` q co r #2 tt3 Q X12 ?O po 01DE Buck S vleatch 1997 ANNEXATION PROJECT DAVIS LAKE AREA R PROJECT DAVIS LAKE ANNEXATION SEWER 34101 VICINITY MAP NO SCALE I c,i a to c? cc 0n a' C7 t'- 07 11 co N e n to r- 0 U c? 0 d eN i Q" r? u rCi yV vyy fW Ln ui a rJ O 0 0 cc LL /a\ EXIST, 15' !SAN. SWR. R/W 1 PROP. RIP--RAP LINED CHANNEL E.C. DTL. 3 (TYP. 65 S Y 'TR. 0+00 Mfg XIS T. v S? PROP.. PERMRNENT RIN r-- PROP. TEMPORA, R'Y SEDIMENT TR qP E.C. DTL••. G.GO VOL . =.I 80 CF •. HEIR LENGTH' 4 EXIST. P '30" RIP RAP o PROP. TEMPORRR YC r DrR,aION grTC? E.C. {rDTL s £7.6'2 ITYP.J' Al 1r r I BfaCk ia?M PRCJECT 341X91 1997 .ANNEXATION PROJECT DAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE HORRACE MANN ROAD it 0<\ `\4 EXHIBIT A - #1 CREEK CROSIING STA 0+28+ SCALE: 1M=40' 0 z a a z 0 2 w w W !l j /r E;kIST ! ?.--- . ).5" SAN. SW. I / • I IN R Ll u cc co co co C7 s-1 ?r 0 1 G Rl 1 c? a 0 c!1 zz rD yV?y 'V V Ln 111 a O O cr- LL PROP. 18' STEEL CASING BY BORE S TA . 6+61.50 TO S TA . 7+55.00 T = 0.250 L = 341 O TA e G+SS a ?00 PROP a MH 7 4 Ll TEMP 5 TtESMT • ?i CON$.----?--- PROP. RIP-RA E.C. C1TL. 3 P.? 32 PRO BO PE CE TRENCH ,S, FEE .. L 1'NED CHANNEL 20 5Y pWN???I , RCP S E t N SSW I °ROP• -C1. 24 'H PROP, RIP-RAP LINED ANNEL E,C, TL. 3 f TYP, I 4150 S ---? Q 4 Pr 1 -41 co *01 T ? PIN t1? RI ED o • PRO FENCE E. C. ;62 (TYP.) PRQ `1?5 ?)4,RMRNENT RIN EXIST. CONCRETE WALKWAY ,p PROJECT r-. 34101 1997 ANNEXATION PROJECT OAVIS LAKE AREA DAVIS LAKE ANNEXATION SEVER SEWER TO SERVE HORRACE MANN ROAD s EXHIBIT R - #2 CREEK CROSSINGS STR 6+61k. STA 7+55*+ SCALE: I"=401 i IN ., ca cs ay cn c? ., ., cri 11 co tn a ca i a c? rl q- m N CJ 3a a r.? C:r f,.S Ln to o o° °o a: LL - PROP . SILT F'F_ NDE .r! -I;rl; . 10" ELM 'UT v4 S l R . I- a"'Q a 3 PROF'*.' M H \. Alt, PROJECT «-. 34101 1.:97 ANNEXATION PROJECT DAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE HORRACE MANN ROAD Q? 16, ' X-UNDERGROUJID VAULT VAULT JUR SCALE: 1"=40' PROP. STOCKPILE E. C . DT. G.62 PROP. IS-' PERMRNENT RIH---? (T YP) .' - NETLRNDS _--, , Z PROP. R.I P- Rpp '` .. LINED CHRNNE L E.C. DTL. 3 CTYP. `'. 1100 S Y .VI P . I N a ca c.y of) 1! N ?r N r on co N e ca r G +C? C 0 0 i c? cr ch 6 c? cs Ln vt o 0 O cc LL 10 HEL-r T HUNTER THOMAS R HUNTER E CARROLL E HUNTER TAX n 027-211-01 08 6030 PG 326 1 s , PERMRNENr P/w 124 ` rEMP Ca1VST zs i p IL 's.is L ;L 4L Tom... _ fir, ti ILI PROP. SXL T FENCE E.C. DrL. G.G2 rrrP.t wETLRNDS S TR e 12+93.59 PROP. MH r t czn ? ? ?? ( j l x 1 2" IL Low GRAIN L114K 7aPONy 110'• rEMp• CONSr. Esl+fr. GRAVEL .? ` DRIVE i S TR o 13+87.82 PROP. MH RIBM?d?l 1997 .ANNEXATION PROJECT JURISDICTIONAL WETLANDS ©AVI S LAKE AREA EaNOINC STA 13+8894. CREFX + ILA. 10 PROJECT DAVIS LADE ANNEXATION SEWER SCALE: 1"=40' 34101 SEWER TO SERVE DAVID COX ROAD cv N h r r c? ?i cli G N rG I G G +C7 I G G N G N m G z G C:t c; CJ Ln ui c a cc Lai„ L12\ R,/W\ ? CARY G. TOOO a ? NANCY 6EATTY T000 TAX a 027-191-14 06 6224 PG 471 f /l R lLd ??c< `. `. ? ?? nnOED AREA / cl ` PROP. RIP-RAP L .IIYSO CH?9?1/iVEL / E. -C. DTL . 3 fil?P. ) 1.P. / PROP. SILT CE tTYP?.?. CONS P S y ,? ti. 7 TEMP 40 •QI s 7--_-- , TP C°N \ ?0 7 ` WOODEO AREA WnooEO S Tit . 5+83..30 V, PROP. t ?J? ? STR. 4+41 `14 PROP. loll l \ ?? r MON PROP. 15' PERMRNENT RIM ? o? ? • 1 P COMMON \ \ ?\ TAX CODE No. AREA 0, E.1 . P. 4 R/W an PROJECT r. 34101 1997 ANNEXATION PROJECT DAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE NC 115 EXHIBIT A - #5 CREEK CRQSIING STA 5+41* SCALE: I"=401 . CJ ei tl C3 C,) .N 0 cc Uf1 q r- an co CJ G1 co ar 0 to tl 0 a a 0 0 9-4 tl r+ 0 aw cri z eh 0 u r.3 v tln to a 0 0 00 4= LL PROP. RIP-RRP L INED CN,RNNEL E.C. DTL. 3 (TYP.) 16S s y UN-NAMED TRIBUTARY S TR a 9+45.35 PROP. MH ) CHAIN-LINK FENCE FSMT N$T' 7.50 , TEMP `.ZiO -- PR 1P. 1.5 ° PERMRNENT FAIN 13 DEPOT SELF STORAGE. L.L.C. TAX a 027-131-23 08 3865 PG 381 mftck.s lm PROJECT 0 34101 S'g CONS, - roe 1c, ElWL PROP. SILT FENCE (7'YP. ) --- x.997 ANNEXATION PROJECT DAVIS LAKE AREA ORVIS LAKE ANNEXATION SEWER SEWER TO SERVE NC 115 EXHIBIT A - #G GREEK GR©SIING STA 8+66+ SCALE: 1"=40' I N ei i 0 U Q In a O ca r m N .'i In C.) 1 0 a 0 I 0 0 i O •-1 4T c) 0 2 U 3 O O U 1, to In o 0 0 co o ILi. I PROP. 15 PERMANENT R/W 14 AIL '• , EASTERN METAL SUPPLY OF N.C.. INC. TAX n 027-191-12 TSB. PD Q •S`° 06 7748 PG 132 NETL RNDS s ?'r•A. `°tis ??'6, ST) q. 13+32.85 •? " ` PROP. MH PROP. SILT FENCE ?•S O- CO,?sr TFM,a 1 S0 , T . . ; T.pg ...... CONS j? . ... Toe UN-NAMED TRIBUTARY 0E.I.P. Black & NAmatcM 1997 ANNEXATION PROJECT DAVIS LAKE AREA EXHIBIT A - #GA URISOICTIONAL WETL BEGINNING STA 11+5 ENDING STA 12+33 PROJECT r. 34101 OAVIS LAKE ANNEXATION SEWER SEWER_TO SERVE NC 115 SCALE: 1"=40' I c,1 w C] V Q W wc7.7 ? ca co a r 1m N c? i STR. 13+32. ay r d c? I d d L7 I d d tM I d tY G C? C? G9 Ln in c n °o Lam. 7 1D?g.... t l- UNNAMED TRIBUTARY J PROP. SILT FENCE (TYP.) l1?\ EASTERN METAL SUPPLY OF N.C.. INC. TAX a 027-191-12 CIB 7749 PC 132 PROP. RI P-RRP PROP. TEMPORRR Y LINED CHRNNEL SEDIMENT TRAP E.C. DTL. 3 (TYP.) E.C. DTL. 6.60 100 SY VOL.=,900 CF - WEIR Lr-M.71 H At UN-hJRMED TpIfsUTARY 1 PROP . 15' PE RMRNENT RIM 0E.I.P. 113 k6NA3a=M PROJECT r. 341471 log. 70 S TF7 a 15+SQ o GCi ! 1 m 1.987 ANNEXATION PROJECT DAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE NC 215 EXHIBIT A - #7 CREEK CROSIING STA 14+31* SCALE: i"=40' i C-i A L3 u v a M e^i r- cn ca CY ti ca r d m w i cl 0 0 t a a .-4 i 0 vRa z rnM VJ 'V c? c r.3 Ln Ln o a ? o LL PROPOSED 18" S STP. 19+63.61 T = 0. 312 L 97' 'L CPSING 8Y BORE STR. 20+60.61 EXIST. SPRINT FIBER OPTIC LINE R/W PROP. RIP-RPP l,,f L INED CNPNIIEL E.C. DTL. 3 (TYP.) 60 SY----.EXIST . DITCH O PROP. BORE PIT 32'X.15' SHORE ° M W1 PE CER7' I,E'D TRENCH! B ..A , rr?l ?L 2" PINE `- TEMP. DIVE E.C. DTL. No. 6.20 PROP. 15' PERMRNENT RIN 1 m?k z ' t`l. M t:cm ¦,? PROJECT r-? 34101 5T1A s 20+87.83 PROP. lVH R/W P 5 )OOE IREA C ..% R/W 18 MCLE00 TRUCKING 8 RIGGING CO., INC. TAX u 027-191-11 08 6180 PG 565 1987 ANNEXATION PROJECT DAVIS LAKE AREA OAVIS LAKE RNNEXATION SEWER SEWER TO SERVE NC 115 EXHIBIT A - ttS CREEK CROSIING STA 20*03* SCALE: 10=40 5 Tp r 11W68.520 PRt?Po M RSION DdTCH i c%l r a ca cc c? ''gr YI r-? r Cq `r. cJ CI •+i !b a cy a a r i c, H C.7 Ln Ln a O o 00 U. h) b \ -,000? r H? 1" H G7 ?? • C?j U) x X0 2: cA Lt) % 1% Q) Pa tJ7? 1 S-n ih"1 ?? WJ CD?? ' r O co G) C 3 X m (n rn to rl hrr,?b N hb cz? b hob • C-) tz) b 4 - -4 b o O ©ti -4 ea M W d d 6-4 ° m a r?`'C ?"• O tn X CREEK CP.CISSINCS B?k6 CM x,997 ANNEXATION PROJECT 5+32iry ., STR 5+32 S STA 6+59+ DAV I S LAKE AREA JUBECINNINC"STAMS+43:5 a a 10 PROJECT DAVIS LAKE ANNEXATION SEINER SCALE: 1"=40' 34101 SEWER TO SERVE OAK DRIVE i cv R U G.7 a Cr cr a r q r d N 0 Ti CD 0 0 Cf 4 d I d a Ar C"a x . Cr c Ln Rn 0 0 00 0 ? OE PROP. 15' PERMANENT RIX WOODS OE pE, - DUKE POWER R/W 15" POPLAR ? d rJ '? OV W ROCK. 00TCR 18 ST1q, 12+29.68 PROP. MH PRuP . SILT ? ENCE lTYP. )---?` , Z. .? HELEN POLK VITH KORBLER SPRING HOUSE TAX u 043-51-01 OB 2578 PG 237 MB 12 PG 25 WOODJeo?PROP. TEM'PORRRY IVERSION ITCH E.C. M. 6.62 (TYP.) 14" POPLAP, 14" POPLAR 14" POPLAR ?Q 24 " SCY Tae TOB pe ... ros . ?d 14" POM'AR CREW tO o 2 0 ' K1? / ) 71 /--- PROP. I RIP-RAP LINED CHRNNEL E.C. TL. 3 (TYP. ) 98 S PROP. RIP-RRP LINED CHRNNEL E.C. DTL. 3 (TYP.) PY BARBED Its EACX 1 I.P. TEMP. CONST. ESVT. 3Tlie 10+73.40 PROP. M/ f 10 PROJECT 34101 1987 ANNEXATION PROJECT DAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE OAK DRIVE tAMI fi if n - s CREEK CROSSIO STA 11+01f SCALE: 10=40' ti 4 ! N .-r O U O ?r 0 a r- cn cr N O 1 Grim'' DR. SAN . SERER tst ? -.t rn -4 R M cl ;z 7"R. 2+00.02 z' cn' ETA. 0+00 ORK QR. ;+ PROP. MH PROP. RIP-RAP LINED CHANNEL E.C. DTL. 3 (TYP. ) 78 SY-- PROP. 15' PERMANENT ESMT T. ?\ss 4 ri L?. tr1 c O s o i O K cc t ok a m n j PROJECT 34101 a: r? q 1,997 ANNEXATION PROJECT OAVIS LAKE AREA DAVIS LAKE ANNEXATION SEWER SEWER TO SERVE FETE BROWN RD W l? U a v E;y m PROP. RIP-RAP LINED CHANNEL t E. C. DTL. 3 CTYP.? 149 5Y S T11 . 2+ 74.92 PROP. M H H PROP. TEMPORARY SEDIMENT TRAP I E.C. DTL. S. SO ? f I IOL . =680 CF ?. NEIR LENGTH 4. 1 p ' TEMP. CONS T ESM EMP CQiVSTT E S M T . ? N46'1 1 "41 "N 68.00' Y 1'G' ICI?P. w CONS T . ESMT. ix PROP. TEMPORARY J DI VERSI DN DI TCH E.C. DTL. G-20 (TYP.) PROP. SIL T FENCE E.C. DTL. 6.62 (TYP.) m n ST. 0+00 C` 0 TRUC T PROPOSED I?JA OLE OVER EXISTING Sly 4 SEVER LINE T R -- # CROSSIN 1+8542 SCALE: 1"=40' r i CJ a 0 c? cc c? cJ rai N co c? ?d G7 ll? co e'1 gr G c? 0 c? c7 C9 N r1 C7 t r7 G:t r V Q Q an un v °o 0 cc u r r? 0 PROP. TEMPORARY SEDIMENT TRAP E.C. DTL. G.GO VOL . = 700 Cry' 1NEI R LENGTH 4- TEMP. STREAM CROSSSINt, - ? ?y ST17. 0+00 EXIST. MN 7` $ C,' ^WR R/ -` /?sCT ,Sty 1-- ss COV-3T.. E iJ•7 EXIST. 15" SAN. STIR. --- CMUO PERMIT NO. W00002-08 Z f? i Pmlack m PROJECT 34101 .......... cn n w T. PROP. TEXPORR'R Y DIVERSION DITCH E.C. DTL. &.S'E - cTYP.) 18" WHITE !OAK Carte ST9 m 0+99.48 PROP. M H -IS ' PERMANENT RIM PROP. RIP-RAP ,LINED CHANNEL E.C. DTL w S (TYP.) ISO SY 1997 ANNEXATION PROJECT OAVIS LAKE AREA OAVI.S LAKE ANNEXRTION SEDER SEWER TO SERVE PERKINS ROAD EXHIBIT A - #12 CREEK CROSSINGS STA 0+58? SCRLE 1"-4®' } f An Evaluation of the Plant Communities and Species of Concern for Seven Areas for Annexation - Mecklenburg County August 1997 Prepared for Black & Veatch 8604 Cliff Cameron Dr. Suite 164 Charlotte, NC 28269 by Habitat Assess: -ier it and Restoration Program James F. Matthews, Ph.D. An Evaluation of the Plant Communities and Species of Concern for Seven Areas for Annexation - Mecklenburg County Executive Summary All of the rights-of-way for the seven areas were examined during the months of July and August, 1997. The type of community was described, based on the dominant species and comments were provided on the quality of the community. The N.C. Natural Heritage Program County List of Species was used to provide the base for species of concern. Particular attention was paid to the potential presence of the Federally endangered Schweinitz's sunflower, Helianthus schweinitzii. No populations of the sunflower were discovered, and none of the species on the Heritage Program list were noted. Most of the habitats involved in the sewer and water line projects were currently highly disturbed, were recovering from past disturbance and supported early- to mid- successional forests comprised of "weedy" species or in a few instances were of decent quality (based on species composition and size). No exemplary forests, detailed in the Heritage Program list were encountered. One unexpected community was discovered, along the Trunk to Serve Allison Ln, on a tributary of Six Mile Creek. A granitic flatrock measuring ca. 40 x 80 feet was found just north of the tributary. The area is close to the residences on William Porter Rd. and has been used as a solid waste disposal site for many years, hence it is cowered in iarge part with trash. A search of the exposed granitic surface revealed two of the summer species characteristic of outcrops, Talinum teretifolium and Agave virginica. There was no evidence of the characteristic early spring species, nor of vegetative fall-blooming species. This area should not be impacted by the construction, unless it becomes a place to park equipment or is used for entry during construction. It is recommended that the inspector try to protect the area if possible. There are no recommendations regarding other areas or other species for the projects. Areas as named: Beverly Crest, Davis Lake, Highland Creek Contract 2, Six Mile Creek East, Six Mile Creek West, Steele Creek East, Steele Creek West. One additional report, Highland Creek, was prepared separately from the above. ames F. Matthews Davis Lake - Sewer and Water Expansion for Annexation The following descriptions are for several small projects to adjust for annexation. The right-of-way (ROW) for each site was examined for plant endangered, threatened or species of concern and the general type of community is noted for each section. The field work was performed on August 8 and 11, 1997. Trunk to Serve Cleve Brown Rd. - ca. 400 ft. The sewer line parallels the road ROW from the new apartment project to the existing sewer line. Trunk to Serve NC 115 - 2089 ft. The ROW begins at NC 115, crosses the railroad ROW and enters an abandoned field, now supporting saplings less than 2" dbh. At the edge of the field, the ROW crosses a ditch and parallels a tributary in a floodplain woods. The dominant species are Sweetgum 21" dbh, Sycamore 18" dbh, Yellow poplar 18" dbh, Red maple 17" dbh, Red cedar 8" dbh, Mockernut hickory 6" dbh over Dogwood and Ironwood. It crosses the tributary, continuing in the same floodplain vegetation, crosses a power line ROW and again across the tributary, then to an urban open area at Davis Lakes, with a mixture of species because of past management, Sweetgum 18" dbh, Southern red oak 18" dbh, Yellow poplar 15" dbh, Shortleaf pine 11" dbh, American elm 8" dbh over Dogwood. It joins the existing sewer line at Poplar Grove Dr. Trunk to Serve David Cox Rd. - 1,544 ft. The ROW begins at David Cox Rd. at a junk yard (disturbed area). It passes through the active junk yard, along the west side of a small tributary. Near the northern end of the junk yard, is a scrub woodland of small trees and dense Japanese honeysuckle, where the ROW crosses the tributary and passes into an abandoned pasture, with scattered larger trees and no shrubs or understory. The dominants are Willow oak 27" dbh, Sycamore 24" dbh, Yellow poplar 23" dbh, Sweetgum 16" dbh and Red maple 14" dbh. The ROW then passes behind homes in an urban open setting to tie into the existing sewer line ROW at Downing Creek Dr. Trunk to Serve Oak Dr. - 1,407 ft. The ROW begins on the north side of Oak Dr. in a field beside a driveway and passes into a woods dominated by White oak 23" dbh, Southern red oak 19" dbh, Red oak 17" dbh, and Yellow poplar 14" dbh over Dogwood. It crosses a small tributary into an abandoned field with some scattered large trees, but most are less than 6" dbh. The dominants are Yellow poplar 16" dbh, Red maple 16" dbh, Sweetgum 9" dbh over Dogwood and a dense growth of Japanese honeysuckle. The ROW crosses a larger tributary, passing along the toe of a slope, with a marsh along the west side. The slope is DL-2 an abandoned pasture dominated by Shortleaf pine 12" dbh, Red cedar 6" dbh and Beech 5" dbh. After the marsh, the ROW drops into the floodplain, which is relatively dry, being dominated by Sweetgum 16" dbh, Yellow poplar 14" dbh, Shortleaf pine 8" dbh and American elm 5" dbh. In this floodplain, this ROW ties to a trunk serving Pete Brown Rd. Trunk to Serve Pete Brown Rd. - 200 ft. This trunk runs from an existing sewer line near Pete Brown Rd. through the floodplain forest, discussed immediately above, crosses a tributary and joins with the Trunk from Oak Dr. Trunk to Serve Pete Brown Rd. - 2,317 ft. This trunk begins at Pete Brown Rd., in an old field/pine plantation. The dominant species are Loblolly and Shortleaf pine less than 6" dbh. It then continues down the slope with the dominants being Yellow poplar 17" dbh, Virginia pine 8" dbh and Red maple 3" dbh. It continues along a dirt road ROW, past an abandoned (drained) pond, continues down the slope in open area to a tributary, where it joins the two trunks (Pete Brown and Oak Dr.) in the floodplain. Trunk to Serve Horace Mann Dr. - 1,352 ft. The ROW begins on Horace Mann Dr., passes along the road ROW and crosses a small tributary/storm water runoff ditch in a disturbed, open area. It then curves around with the road and crosses the small tributary again, passes under the road and into the open school yard. It joins the existing sewer line running behind the school. Trunk to Serve Herman Dr. - 189 ft. This short ROW runs from Herman Dr. into an upland woods on a slope to the existing sewer line at the base of the slope. The woods is dominated by White oak 18" dbh, Sweetgum 16" dbh, Yellow poplar 15" dbh, White ash 6" dbh, over saplings of the above and Dogwood. Trunk to Serve Perkins Rd. Trailer Park - 1,153 ft. This ROW begins in the trailer park, enters the forest, passing down the slope to the existing sewer line at the bottom of the slope. Prior use of the site was as a pasture, so the trees are scattered, with mostly uniform sizes of 8"-10"" dbh. A few Yellow poplar approach 25" dbh, but the Shortleaf pine, Sweetgum, Red maple are quite uniform. DL-3 Trunk to Serve Perkins Rd. - 4,191 ft. The ROW begins in the yards of residences, and passes into a disturbed woods. From the fencing and type of growth, the area is an abandoned pasture. The ROW continues downhill to a small tributary of Irwin Creek, but does not cross the tributary. The dominant trees in the woods are Shortleaf pine 18" dbh, Sweetgum 15" dbh, Yellow poplar 12" dbh, Red maple 10" dbh, Red cedar 6" dbh, Dogwood 4" dbh, Sourwood 3" dbh and Ironwood 3" dbh. The ROW turns south, with the tributary to the east., passing through the same vegetation. The tributary makes an ox-bow and the ROW crosses it twice, remaining on the east side to avoid a steep, rocky hillside on the west side. The trees on the hillside are White oak 23" dbh and Beech 20" dbh. The ROW returns to the west side of the tributary, passing along the toe of the slope, again with the same late successional vegetation. The ROW then crosses the tributary again to the east side floodplain forest to avoid another area of exposed rock. The vegetation in the floodplain is Sweetgum 32" dbh and Yellow poplar 26" dbh. The tributary is crossed again, at MH 1032, to the west side into the floodplain dominated by Sycamore 16" dbh, Sweetgum 10" dbh and Yellow poplar 9" dbh, along with one large Honey locust 12" dbh. This same floodplain vegetation continues to where the ROW joins the existing sewer line. Trunk to Serve Perkins Rd. and the Trailer Park - 1,182 ft. The ROW begins a the curve toward the end of Perkins Rd. ii passes into an upland woods, just behind homes. The edge of the woods will be disturbed when the ROW is cleared. The dominant trees are White oak 26" dbh, Southern red oak 25" dbh, Red oak 15" dbh, Mockernut hickory 14" dbh and Beech 14" dbh. It passes down the slope into more disturbed, old pasture vegetation, following a drainage ditch toward the tributary. The dominant trees are Shortleaf pine 16" dbh, Sweetgum 14" dbh, Beech 12" dbh and Red oak 11" dbh. This same vegetation extends to the Trunk to Serve Perkins Rd. where at MH 1249 it joins the Trunk Water Line to Serve Harris Boulevard Business Park This water line ROW passes along the road ROW of David Cox Dr., from Davis Lake Parkway to the Park. Water Line to Serve Pete Brown Rd. This water line ROW passes along the road ROW of Pete Brown Rd. from NC 115. Water Line to Serve Oak Dr. This water line ROW passes along the road ROW of Oak Dr. from NC 115. DL-4 Water Line to Serve Perkins Rd. This water line ROW passes along the road ROW of Perkins Rd. from Gibbon Rd. Water Line to Serve Old Potters Rd. This water line passes along the unpaved road and ROW of Old Potters Rd. It crosses a tributary about 15' wide, at the culvert. It connects at West Sugar Creek Rd. Water Line to Serve Conner Ridge Ln. This water line passes along the ROW of Conner Ridge Ln, a new subdivision, connecting at West Sugar Creek Rd. There were no species noted that are currently on the N.C. Natural Heritage Program list for Mecklenburg County, nor any plants of the Federally endangered Schweinitz's sunflower (Helianthus schweinitzii). s F. Matthews Master List of Species for Sewer Expansion Areas for Annexation American elm Ulmus americana Arrow arum Peltandra virginica Basswood Tilia heterophylla Beech Fagus grandifolia Bitternut hickory Carya cordiformis Black cherry Prunus serotina Black gum Nyssa sylvatica Black walnut Juglans nigra Black willow Salix nigra Box elder Acer negundo Button bush Cephalanthus occidentalis Cottonwood Populus deltoides Dogwood Cornus florida Giant cane Arundinaria gigantea Green ash Fraxinus pennsylvanica Hackberry Celtis laevigata Honey locust Gleditsia triacanthos Hypericum Hypericum mutilum Impatiens Impatiens capensis Ironwood Carpinus carohniana Japanese honeysuckle Lanicera japonica Lespedeza Lespedeza spp. Loblolly pine Pgus taeda _Marsh mallow Hibiscus moscheutos Mockernut hickory Carya tomentosa Monkey flower Mimulus ringens Multiflora rose Rosa multj7ora Netted chain fern Woodwardia areolata Pawpaw Asimina triloba Persimmon Diospyros virginiana Pignut hickory Carya glabra Privet Ligustrum sinense Redbud Cercis canadensis Red cedar Juniperus virginiana Red maple Acer rubrum Red oak Quercus rubra River birch Betula nigra Runing cedar Lycopodium f Zabelliforme Sedge Carex spp. Shagbark hickory Carya ovata Shortleaf pine Pinus echinata Silky willow Salix sericea Sourwood Oxydendrum arboreum Southern red oak Quercus falcata Southern sugar maple Acer saccharum ssp. floridanum Swamp milkweed Asclepias incarnata ssp. pulchra Swamp red oak Quercus shumardii Sweetgum Liquidambar styracifZua Sycamore Platanus occidentahs Virginia pine Pinus virginiana Water oak Quercus nigra White ash Fraxinus americana White oak Quercus alba Willow oak Q. phellos Winged elm Ulmus alata Yellow poplar Liriodendron tulipfera SCIENTIFIC AND COMMON NAME Mecklenburg Vertebrates CARPIODES VELIFER HIGHFIN CARPSUCKER CONDYLURA CRISTATA POP 1 STAR-NOSED MOLE - EASTERN NC POPULATION *CYPRINELLA ZANEMA POP I SANTEE CHUB - PIEDMONT POPULATION *ETHEOSTOMA COLLIS CAROLINA DARTER LANIUS LUDOVICIANUS LUDOVICIANUS LOGGERHEAD SHRIKE Invertebrates ALASMIDONTA ROBUSTA CAROLINA ELKTOE LASMIGONA DECORATA CAROLINA HEELSPLITTER VILLOSA DELUMBIS EASTERN CREEKSHELL VILLOSA VAUGHANIANA CAROLINA CREEKSHELL Vascular plants ANEMONE BERLANDIERI SOUTHERN ANEMONE C' ROLINIANA PRAIRIE ANEMONE ASTER GEORGIANUS GEORGIA ASTER ASTER MIRABILIS PIEDMONT ASTER *BAPTISIA ALBESCENS THIN-POD WHITE WILD INDIGO *BOTRYCHIUM JENMANII ALABAMA GRAPE FERN CARDAMINE DISSECTA DISSECTED TOOTHWORT CAREX PROJECTA NECKLACE SEDGE CIRSIUM CAROLINIANUM CAROLINA THISTLE *DELPHINIUM EXALTATUM TALL LARKSPUR DESMODIUM SESSILIFOLIUM SESSILE TICK-TREFOIL DODECATHEON MEADIA VAR MEADIA EASTERN SHOOTING STAR *ECHINACEA LAEVIGATA SMOOTH CONEFLOWER GNAPHALIUM HELLERI VAR HELLERI HELLER'S RABBIT TOBACCO HELIANTHUS SCHWEINITZII SCHWEINITZ'S SUNFLOWER STATE FED. STATE GLOBAL PROT. PROT. RANK RANK SC - S2 G4G5 Sc - S2 G5T2Q SR - S3 G3T3 Sc - S3 G3 SC - S3B,S3N G5TS EX - SX GX E LE SI G1 SR - S3? G3G4 SC - SI G3 C - S1 G4? _ S1 C FSC S2 G2G3 C - S2 G2G3 SR - S2 G4 SR - S1 G3G4 C - S2 G4? C - SH G5 C - S1 G5 E-SC FSC S I G3 C - SI-I G5 SR - S2 G5T5 E-SC LE S I G2G3 SR - S2? G4G5T3 E LE S2 G2 NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARKS AND RECREATION, DEIINR FEBRUARY 1997 Data compiled using BCD software developed by The Nature Conservancy. SCIENTIFIC AND STATE FED. STATE GLOBAL COMMON NAME. PROT. PROT. RANK RANK HEXALECTRIS SPICATA SR - S2 G4? CRESTED CORALROOT ISOETES VIRGINICA C FSC S1 G4Q VIRGINIA QUILLWORT LOTUS HELLERI C FSC S3 G3 CAROLINA BIRDFOOT-TREFOIL NESTRONIA UMBELLULA SR - S3 G4 NESTRONIA *RHUS MICHAUXII E-SC LE S2 G2 MICHAUX'S SUMAC SILPHIUM PERFOLIATUM SR - S1 G5 NORTHERN CUP-PLANT SILPHIUM TEREBINTHINACEUM C - S2 G4G5 PRAIRIE DOCK SOLIDAGO RIGIDA SSP GLABRATA SR - S2 G5T3 SOUTHEASTERN BOLD GOLDENROD Nonvascular plants RHACHITHECIUM PERPUSILLUM C - SIS2 GIG2 BUDDING TORTULA Natural communities BASIC OAK--HICKORY FOREST - - S3 G4 MESIC MIXED HARDWOOD FOREST (PIEDMONT SUBTYPE - - - S4 G5T5 PIEDMONT/LOW MOUNTAIN ALLUVIAL FOREST - - S5 G5 UPLAND DEPRESSION SWAMP FOREST - - S2 G3 XERIC HARDPAN FOREST - - S3 G3G4 NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARKS AND RECREATION, DEIINR FEBRUARY 1997 Data compiled using BCD software developed by The Nature Conservancy. NC NATURAL HERITAGE PROGRAM COUNTY SPECIES LIST COVER SHEET The county species list from the NC Natural Heritage Program is a listing of the elements (rare species, natural communities, geologic features, and special animal habitats) known to occur in a county. The information on this printout is compiled from a variety of sources, including field surveys, museums and herbaria, literature, and personal communications. The Heritage Program's Biological and Conservation Database (BCD) is dynamic, with new records being added and old records being revised as new information is received. The BCD was developed and is being maintained using methodology developed by The Nature Conservancy. The enclosed list cannot be considered a definitive record of natural heritage elements, and it should not be considered a substitute for field surveys. When this information is used in any document, we request that the printout date be given and that the NC Natural Heritage Program be credited. This cover sheet explains the four columns of status codes that are given on the right-hand side of the county list printout. STATE PROTECTION CODE STATUS E Endangered T Threatened SC Special Concern C Candidate CODE STATUS P_ Proposed (E, T, or C) SR Significantly Rare EX Extirpated WL Watch List Plant statuses are determined by the Plant Conservation Program (NC Department of Agriculture) and the Natural Heritage Program (NC Department of Environment, Health, and Natural Resources). E, T, and SC species are protected by state law (Plant Protection and Conservation Act, 1979). C and SR designations indicate rarity and the need for population monitoring and conservation action. WL indicates a species not warranting active monitoring, but believed to of conservation concern. Animal statuses that indicate state protection (E, T, and SC) are published in Endangered Vildlife of North Carolina, March 16, 1992, Nongame and Endangered Wildlife Program (NC Department of Environment, Health, and Natural. Resources). SR and EX statuses arc Natural Heritage Program designations. SR indicates rarity and the need for population monitoring and conservation action. WL indicates a species not warranting active monitoring, but believed to be of conservation concern. FEDERAL PROTECTION This status is designated by the US Fish and Wildlife Service. Federally listed Endangered and Threatened species are protected under the provisions of the Endangered Species Act of 1973, as amended through the 100th Congress. Unless otherwise noted, def initions are taken from the Federal Register, Vol. 56, No. 225, November 21, 1991 (50 CFR Part 17). CODE STATUS E Endangered T Threatened P_ Proposed L_ Listed C Candidate FSC Federal Species of Concern T(S/A) - DEFINITION A taxon "in danger of extinction throughout all or a significant portion of its range." A taxon "likely to become an endangered species within the foreseeable future throughout all or a significant portion of its range." A taxon proposed for official listing as endangered or threatened. A taxon officially listed as endangered or threatened. A taxon under consideration for listing for which there is sufficient information to support listing. Prior to February, 1996, this category was designated as Candidate 1 (C 1) species. A taxon for which there is insufficient information to support listing. Prior to February, 1996, this category was referred to as Candidate 2 (C2) species. Also called Federal "Species at Risk" In reference to the American alligator - this species is threatened due to similarity of appearance with other rare crocodilians and is listed for trade purposes. The species is no longer biologically endangered or threatened and is not subject to Section 7 consultation. Please note that the US Fish and Wildlife Service no longer recognizes the following categories: 3A Candidate 3A A taxon for which the US Fish and Wildlife Service has "persuasive evidence of extinction." 3B Candidate 3B A taxon formerly under consideration for listing, but which current taxonomic understanding does not support as a distinct entity meeting the Endangered Species Act's definition of "species." 3C Candidate 3C A taxon formerly under consideration for listing, but which has been "proven to more abundant or widespread than previously believed and/or [which is] not subject to any identifiable threat." GLOBAL AND STATE RANKS These ranks are determined by The Nature Conservancy's system of measuring rarity and threat status. "Global" refers to worldwide ranks and "State" to statewide ranks. STATE RANK DEFINITIONS S I Critically imperiled in North Carolina because of extreme rarity or otherwise very vulnerable to extirpation in the state. S2 Imperiled in North Carolina because of rarity or otherwise vulnerable to extirpation in the state. S3 Rare or uncommon in North Carolina. S4 Apparently secure in North Carolina, with many occurrences. S5 Demonstrably secure in North Carolina and essentially ineradicable under present conditions. SA Accidental or casual; one to several records for North Carolina, but the state is outside the normal range of the species. SH Of historical occurrence in North Carolina, perhaps not having been verified in the past 25 years, and suspected to be still extant in the state. SR Reported from North Carolina, but without persuasive documentation for either accepting or rejecting the report. SX Believed to be extirpated from North Carolina. SU Possibly in peril in North Carolina, but status uncertain; more information is needed. S? Unranked, or rank uncertain. _B Rank of breeding population in the state. Used for migratory species only. _N Rank of non-breeding population in the state. Used for migratory species only. _Z Population is not of significant conservation concern; applies to transitory, migratory species. GLOBAL RANK DEFINITIONS G 1 Critically imperiled globally because of extreme rarity or otherwise very vulnerable to extinction throughout its range. G2 Imperiled globally because of rarity or otherwise vulnerable to extinction throughout its range. G3 Either very rare and local throughout its range, or found locally in a restricted area. G4 Apparently secure globally, although it may be quite rare in parts of its range (especially at the periphery). G5 Demonstrably secure globaliy, although it may be quite rare in parts of its range (especially at the periphery). GH Of lustareai oc!n*e^c: throughout its range. GX Believed to be extinct throughout its range. GU Possibly in peril, but status uncertain; more information is needed. G? Unranked, or rank uncertain. G_Q Of questionable taxonomic status. T_ Status of subspecies or variety; the G rank refers to the species as a whole. ADDITIONAL DEFINITIONS Species names marked with 1, 2, 3, or 4 asterisks indicate historic, obscure, or incidental records. * Historic record - the species was last observed in the county over 50 years ago. ** Obscure record - the date and/or location of the species observation is uncertain. *** Incidental/migrant record - the species was observed outside of its normal range or habitat. **** Historic, Obscure, and Incidental record. Scientific and common names listed in parentheses are synonyms listed in US Fish and Wildlife Service, 1992, Endangered and Threatened Species of the Southeastern United States (The Red Book). NC NATURAL HERITAGE PROGRAM, DIVISION OF PARKS AND RECREATION, DEHNR FEBRUARY 1997 ,r CHARLOTTE-MECKLENBURG UTILITIES 1997 Annexation-Davis Lake Area Annexation Sewer CMUD Project No. 282-97-516 Correspondence with STATE HISTORIC PRESERVATION OFFICER December 1, 1997 Assembled by Black & Veatch Charlotte, North Carolina 34 lot . l o ? - I ?„c STATE x N s North Carolina Department of Cultural Resources James B. Hunt Jr., Governor Betty Ray McCain, Secretary October 7, 1997 Jeff Davis Black & Veatch, LLP 8604 Cliff Cameron Drive, Suite 164 Charlotte, NC 28269 Re: CMUD 1597 Annexation Areas Beverly Crest, Davis Lake, Highland Creek, Six Mile Creek East, Six Mile Creek West, Steele Creek East, Steele Creek West, Charlotte, Mecklenburg County, B&V 34101.100, ER 98-7417 Dear Mr. Davis: OCT 8 1997 & AC.K & VEA3 CH Division of Archives and History Jeffrey J. Crow, Director Thank you for your letter of August 27, 1997, concerning the above project. We have Conducted a review of the project and are aware of no properties of architectural, historic, or archaeological significance which would be affected by the project. Therefore, we have no comment on the project as currently proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, 4- e&? 4e_?-Alelv David Brook Deputy State Historic Preservation Officer DB:slw 109 East Jones Street • Raleigh, North Carolina 27601-2807 g?29 BLACK & VEATCH 8604 Cliff Cameron Drive, Suite 164, Charlotte, North Carolina 28269, (704) 548-8461, fax: (704) 548-8640 Charlotte-Mecklenburg Utility Department B&V Project 34101.100 1997 Annexation B&V File A August 27, 1997 Ms. Renee Gledhill-Earley Division of Archives and History North Carolina Department of Cultural Resources 109 East Jones Street Raleigh, North Carolina 27601-2807 Subject: Nationwide #12 Permit for Annexation Program Dear Ms. Gledhill-Earley: Black & Veatch is serving as the program manager for the Charlotte-Mecklenburg Utility Department's (CMUD) 1997 Annexation Program. Our designers for the annexation program are Hazen and Sawyer and W. K. Dickson, both of ?:harlotte, NC. Seven distinct areas of the county are being annexed effective July 1, 1997, and water and sewer service must be provided to these areas by June 1999. Providing sewer and water service to these areas will require the installation of approximately 200,000 linear feet total of sewer and waterline. Black & Veatch is assisting CMUD in preparing a Nationwide #12 permit for crossings of jurisdictional waters and wetlands. As you are aware, we must attach to the application a copy of a written response from the State Historic Preservation Officer. The areas being annexed (with approximate boundaries) are: Annexation Area Beverly Crest Location (Boundaries), North Alexander Road South-NC 51 East Alexander Road West-Providence Road Davis Lake North-David Cox Road South-Gibbon Road East-Sugar Creek Road West-NC 115 Page 2 Ms. Renee Gledhill-Earley Annexation Area B&V Project 34101.100 August 27, 1997 Location (Boundaries) Highland Creek North-Highland Creek Parkway East-Mallard Creek Road West-Prosperity Church Road Six Mile Creek East North-McKee Road South-Union County East-Weddington Road West-Tilley Morris Road Six Mile Creek West North-Outer Belt South-Union County East-Providence Road West-Community House Road Steele Creek East North--Outer Belt South-NC 51 East-US 521 West-I-77 Steele Creek West North-Shopton Road South-NC 49 East-NC 49 West-Steele Creek Road We are attaching maps indicating approximate routing of our pipelines in each of the above areas. We are requesting comments or concerns you may have regarding our proposed routing. Please forward your comments as early as possible. Please contact me at (704) 548-8461 if you have any questions or need additional information. Very truly yours, BLACK } _, VEATCH LLP CMUDA2/jhb Enclosures CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT 1997 ANNEXATION PROJECT CONTRACT 2 PROJECT LOCATION - N - t 75 y? OEHt, x 1 0 QOLK dt HUCKS \ c^ ? /. -.R Lam • U Q Q COX \ ?^[' _?Q 1 •Y r (L? Q t'n ? Cif ? • RD• 90? ?? ? SUNS ? d G 1 l 1 . 85 1 77 49 VICINITY MAP &N.t 28M Abffilo. SC 1997 ANNEXATION PROJECT DAMS LAKE AREA 1921 CIFVEUND AKMlE CHARLOTTE-MECKLENGURG UTILITY DEPARTMENT 1997 ANNEXATION PROJECT CONTRACT 2 -N- RUCKS r 0 0 U r 1 r c oo ? j ?, RD SU?S?l G' - pa PROJECT AREA MAP WK GINKO?M? 3 1997 ANNEXATION PROJECT DAMS LAKE AREA 1 DICKS®!V -uh.-ok "c ? 7 , ReMiQA. NC