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HomeMy WebLinkAbout20010948 Ver 1_COMPLETE FILE_20010621W a T ?RpG r O -C November 7, 2001 DW Q# 01-0948 Cabarrus County Gerald Tannenbaum Rocky River AIP III, LLC 431 East Horatio Avenue, Suite 210 Maitland, FL, 32757 APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Tannenbaum: This Certification replaces the one issued August 10, 2001. You have our approval, in accordance with the attached conditions, to place fill in 615 linear feet of intermittent and 195 linear feet of perennial streams and 0.33 acre of wetlands associated with Fuda Creek in order to construct the Abbington Subdivision in Cabarrus County, as described in your application received by the Division of Water Quality on June 21, 2001. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3288, 3289 and 3287, which can be viewed on our web site at httpJ/h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Numbers 12, 14 and 39 when issued by the U.S. Army 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 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 change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. 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 fisted in the attached certification as well as the additional conditions listed below: 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters on the property. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site; 2. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade restored after the Division of Land Resources releases the project. AD measures included in the approved sediment and erosion control plan must be strictly followed throughout contraction; If you do not accept any of the conditions of this certification, you may ask for an adudicatory 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 1506 of the North Carolina General Statutes to the Office of A&niinisbrative 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 tale review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please call Pete C we# in DWO's Mooresville Regional Office at 704663-1699 or John Domey at in Raleigh 919-733-9646. Attachments cc: Corps of Engineers Asheville Regulatory Field Office Mooresville DWQ Regional Office Central Files File Copy Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105 Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Division of Water Quality North Carolina Division of Water Quality, 401 Wetlands Certifica5on Unit, 1650 Mal Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2250 (Location) - l 4- *c /..1...-...\ /\1/\'/7 coM /l....\ \. H... //L./1.. ..-.-..?..?.. .. i. .... 1.........H.. r.?../ •.P'.-3v 05 01 01:370 Leonard Rindner LEONAR6D S. RIINDNER, PWS 704 847 0185 p.l Environmental Planning Consultant 3714 Spokeshave Lane Professional Wetland Scientist Matthews, NC 28105 Land Planning Tele: (704) 846-0461 Fax (704) S47-0185 FAX COVER LETTER ,t ?r Send To Fax Number : 6A%- Date To. ,? From : 'J ?., l i^ e(;'A. v----- Reference: Remarks/Message. ,;!d f 1 I/ 1 n? r t? ?? ,^ Copy: From : tfov 05 01 01:37p Leonard Rindner 704 947 0195 p.2 08/21/2001 16:45 8958485 PAGE 01 Abbington SUbdivirslcn Latham-Wa14rI m Enggli6soPtng. Inc. Harr(sburg, NC 8!21!01 impervious Area Calculation: I Streets. Curb S Gutkw, A Sidewalks- 24,7881.1. street x 36 I,f, 941668 st 24 eul-cis-uecs x 4073 91. Wditionel 97762 sf 13 Intersections (woes counted twice) 16848 sf Total Area 1022772 of 23.•48 acres Noome, 392 t owte t + arr unity area (aqulvdl4nt to two jobs - Jots House foot print 2000 sf Gerage Soo at Walks/Patios 500 at Drives (12 X 50) 600 91 Total 3800 sf x 394 homes = 141 B4W st 32.55198 acres Total Impervious Area 56.04 acres Total Site Area 209.497 Percent Impervious 26.75 Percent Impervious Re: DWQ 01-0948 - Abbington Subject: Re: DWQ 01-0948 - Abbington Date: Wed, 22 Aug 200107:16:47 -0400 From: "Todd St. John" <todd.stJohn@ncmail.net> Organization: DWQ Wetlands Unit To: "Leonard S. Rindner" <rindner@bellsouth.net> i think any future confusion over this can be solved by filling out Part XI in the PCN app... "Leonard S. Rindner" wrote: > Todd: > The imperviousness is 26.75$. I'll fax you the engineers breakdown. Would you > rewrite this one? > This is showing that any subdivision that is just a little more dense than > this would require the stormwater treatment facilities. > "Todd St. John" wrote: > > what about imperviousness? > > "Leonard S. Rindner" wrote: >>>Todd: > > > This one is also potentially a problem. The 401 also includes a > > > stormwater management plan with 859 etc. The plan is a single family > > > subdivision. Less than 2 units/acre with minimum 15,000 sf lots. The > > > lots are equally spaced around the development. > > > Pete and I talked about this project during the review process. > > > The application proposed buffers, spreading drainage over buffers, no > > > tail-ditching, and creation of wetlands. > > > In his comments Pete was suggesting that they retain the two ponds. I > > > think they are open to preserving the lower one as is, with probably > > > some maintenance for aesthetic purposes - we can then discharge into the > > > created wetlands. if the lower pond was drained, however, I'm positive > > > that a very high quality and functional wetland complex would be > > > created. > > > Since wet ponds should not be required, I think there should be some > > > flexibility regarding retaining the ponds based on an assessment of the > > > dams, liability, and safety issues. I think the owner has been open to > > > providing minimization measures. > > > The owner has also modified the plan to protect an upland depression > > > swamp in common open space - lost approximately 5 lots. > > > Len Todd St. John, P.E. Environmental Engineer II DWQ Wetlands Unit 1 of 2 11/5/01 12:06 PN O?0,? W A T ?qpG >_ y 1IF Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality August 10, 2001 DWQ# 01-0948 Cabarrus County Gerald Tannenbaum Rocky River AIP III, LLC 431 East Horatio Avenue, Suite 210 Maitland, FL, 32757 APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Tannenbaum: You have our approval, in accordance with the attached conditions, to place fill in 615 linear feet of intermittent and 195 linear feet of perennial streams and 0.33 acre of wetlands associated with Fuda Creek in order to construct the Abbington Subdivision in Cabarrus County, as described in your application received by the Division of Water Quality on June 21, 2001. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3288, 3289 and 3287, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Numbers 12, 14 and 39 when issued by the U.S. Army 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 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 change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. 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 as well as the additional conditions listed below: 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters on the prop These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is lat A sample deed notification format can be downloaded from the 401/Wetlands Unit web site; 2. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade restored after the Division of Land Resources releases the project. All measures included in the approved sediment and erosion control plan must be strictly followed throughout construction; 3. An additional condition is that a final, written stormwater management plan incorporating one or both of the existing ponds (particularly the lower pond) on the property shall be approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. 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 call Pete Colwell in DWQ's Mooresville Regional Office at 704-663-1699 or John Dorney at in Raleigh 919-733-9646. Attachments North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) non 777 4700 /..1.......1 (11/1 - con1 /f....1 I.H...//I.nr. ....r nf..f.. .... ..n /.........1......1../ T cc: Corps of Engineers Asheville Regulatory Field Office Mooresville DWO Regional Office Central Files File Copy Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105 Page 2 of 2 010948 01 0?yz LEONARD S. RINDN & PWS Environmental Planning Consultant 3714 Spokeshave Lane Professional Wetland Scientist Matthews, NC 28105 Land Planning (704) 846-0461 August 4, 2001. Mr. Pete Colwell NCDENR - Division of Water Quality 919 North Main Street Mooresville, NC 28115 Mr. John R. Dorney Division of Water Quality - NCDENR 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 Mr. Steve Chapin AUG 9 WETLR''D" G:,'Olla • u?nTrn no er i e r?., cs:r}?;; : ? US Army Corps of Engineers - Reg. Field Office 151 Patton Avenue - Room 208 Asheville, NC 28801 - 5006 Re: Abbington - Additional Information +209 Acre, Cabgrrus County - NWP #14, #39,,#12 Dear Sirs: On behalf of my client, Rocky River (Charlotte) AIP III, LLC, I am forwarding additional information addressing your concerns about the plan. Sewer line Adjacent to Meandering Creek - Clarification The plan that was included in the application indicated a very early conceptual sewer line routing. The proposed line as shown attached will be designed to meet the requirements and conditions of Nationwide Permit #12. An application will be provided, if required, however it is anticipated that the design will be designed with the General Certification Conditions. Upland Depression Swamp Preservation Plan The developer has responded positively to request for additional protection of these sensitive habitats. 1 have also reviewed the plan with Jim Matthews of the Habitat Assessment Restoration Program for the Natural Heritage Program. Based on our conversation, he has endorsed this plan, and appreciates the developer consideration. They would like to assist the developer with implementing and maintaining protections. We are currently addressing concerns of the State Historic Preservation Office, and will work positively toward resolving these issues. The issues revolve around cemeteries adjacent to the project site and a stone structure. The first phase of the project is not in the vicinity of these areas, Abbington, Page 2 August 4, 2001 and the developer is aware of the general conditions in the Nationwide Permits protecting historic properties. Please contact me if you have any questions or require additional explanation. Thank you for your consideration. fe'onard S. Rindner, PWS Environmental Planning Consultant Profession Wetland Scientist cc: Ed Goodwin Gerald Tannenbaum Mitch Latham David Powell Tim Foley W V W ~ W W w Z 0 V cn atl((I / W a Q a, UJ '. (X ' CL Q a?f ? I 11 K • "'' z ?c Q W a U z C4 0 z W a > Z W W a a I f W v a O ? N W ` 0 W Q 7 a w z o z W J ? CL V o co W H O CL n Q J CL W y J J a' LLJ 0 SEWER LINE ADJACENT TO CREEK 4 Yr 241 2G9 t 271 lam sf t ST'NC?' C 164w si ? 111 q@?? ? ?` 15947 sf 178,2c ?f NF CAF y 279 112 'qR?N 15152-J G •r c 17486 of 275 a _ its 6 of UPLAND DEPRESSION SWAMP FOREST 1813 5247 129 5077 sf r 124 ti. 15345 at 15542 s1 S I ' 117 •(M 145 15541 15264 Of bf ) 118 . 1 1 a '''Y, 157?? i NO CUTTING OF GRADES 1550 ADJACENT TO WETLANDS FOREST BUFFER PRESERVE f2e ? 15320 \ ?? . I s1 /A ??` 146 ; ? IS9G9 24 1509 ?1 24A3 s1 N NO CUTTING OF GRADES: V? • ADJACENT TO WETLANDS 5301 f 520 sf JO b? 1502 of 3 151 •? 101 2r UPLAND DEPRESSION SWAMP FOREST, -15764 14 UPLAND DEPRESSION SWAMP PRESERVATION PLAN FOREST BUFFER PRESERVE MEMORANDUM TO: John Dorney Regional Contact: Pete Colwell Non-Discharge Branch WO Supervisor: Rex Gleason Date: 712412001 SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Abbington c% Rockv River AIP III LLC Project Number 01 0948 Recvd From APP Received Date 6/21/01 Recvd By Region Project Type subdivision County Cabarrus County2 Region Mooresville Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. F 39 5TH OO ?' O N 1__ 13-17-7-1 F _cF__30,711. 0.33 14 Stream: O Y ®N- 13-17-7-1 r' C? 30,11. 81U.00 12 F-O Y _@N F_F_F_F_F___F_ Mitigation Wetland MitigationType Type' Acres Feet Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond O Deny Provided by Region: Latitude (ddmmss) 351802 Longitude (ddmmss) 803812 Comments: The applicant proposes to develop _a 209 acre tract adjacent to Fuda Greek in southern Gabarrus County into in single family residentail subdivision. The tract consists of old pastures on the flatter terrain and mixed hardwood forest on the slopes. Three jurisdictional streams and two farm ponds are located within the tract. Fuda Creek runs along the northeastern corner of the property. There are also two unique upland depresional wetlands on the propeEly and some riparian wetlands along the streams and ponds. The upland depressions are within the hardwood forest and provide valuable amphibian breeding habitat . The applicant proposes three streams crossings for roads each less than 150 linear feet of impact. Wetland impacts of 0.33 acres are proposed for lot fill and one road crossing. The applicant has also proposed to drain and fill both ponds. The applicant is also proposing to create 0.5 acre wetland along Fuda Creek, cc: Regional Office Central Office Page Number 1 Facility Name Abbington c/o Rocky River AIP III LLC County Cabarrus Project Number 01 0948 Regional Contact: Pete Colwell Date: 7/24/2001 Comments (continued from page 1): The applicant has none a good job of avoiding and minimizingj?pacts, However, the MRO would like to see a buffer left around the preserved upland wet depressions and would like to see the ponds retained and used to treat stormwater Stormwater from other areas should be dissipated into streamside bluffers as stated in the Application. cc: Regional Office Central Office Page Number 2 x14948 Abbington Cabarrus County North Carolina 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 far; Mr. Gerald Tannenbaum Rocky River (Charlotte) AIP 111, LLC 431 East Horatio Avenue Suite 210 Maitland, FL 32757 Prepared By: Leonard S. Rindner, PWS Environmental Planning Consultant 3714 Spokeshave Lane Matthews, NC 28105 1-(704) 546-0461 Date : 6/01 1 ., j PAVI FNIT Rr 't'} t..1.,,t,I Y,!_. Office Use Only: 010948 Fo m Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing 1. Check all of the approval(s) requested for this project: 0 Section 404 Permit Section 10 Permit 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 3 / T Z 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: Lytfaf'?d JGcnn zr? /yn 1 ?r. G 6y vot&rn, Mailing Address: r2r v Cr A /P /! ! LL L 7 -T- 1 dw Telephone Number: P107 --G ZZ -- 8 ?f Oi Fax Number: ?fo'7 -_(a!T± 3 /1 C" E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: or (A.) Company Affiliation: •? 'r6 4_ j_' ? ' VIP Mailing Address: 1 Q 1-uvc. Telephone Number: E-mail Address Y Fax Number: 704f 0`f7 016 Page 3 of 12 M. Project Information 0 Attach a vicinity map clearly showing the location of the property , with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USQS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small. scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: bin g 7?or 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location ,/yS Nearest Tawn:? County: Subdivision name (include phase/lot number): b1&C4rY, Directions to site (include road numbers, landmarks etc): 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing d use or condition of the site at the time this application: V/0Oce ra^d _ : - l-V t/ A-Cr'I Lcr S// (k- znq /'Cc'??i.,? -- 7. Property size (acres): 20 ,f?-?r Y 8. Nearest body of water (stream/river/sound/ocean/lake): FdGtl 6"6? 9. River Basin: yawtk,ln 9N ,C/ (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/niVs/.) Page 4 of 12 10. Describe the 11. List the type / fah of the rrronosed work: fJl??- to be used to construct the project: & /7irr(c z"-'( plc?'J?it / 0 kilchav-1. ??z(( C/11 (r?r?? r y?c? ??'? (' S / !?/? r+c 12. Describe the land use in the vicinity of this project: !_ L_/ IV. V. VI. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Future Project Plans Are any additional permit requests anticipated for this project in the fixture? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant msck?' provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and'perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number (indicate on map) 3 Type of bmpad* Area of Impact acres to. 0S, to. /,75 Located within 100-year Floodplain** no /40 140 Distance to Nearest Stream (linear fleet f (ooc) (f (voo f?' Type of Wetland*** SA.hru?s e?? o oo ¢ LJrv to-10 /40 b 1A Zis « I& enA amnAd s enarartty and identify t emooracv im pac m Impacts include, but are not limited to: me chanized clearing, grading, fill, -t excavation, flooding, ditching/dminage, etc. For dams, squ-&dy list impacts due to both structure and flooding. ** 100-Year floodplams are identified though the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-$00-358-9616, or online at hM://www.fema.gov. "** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) y. List the total acreage (estimated) of existing wetlands on the prop4.7.37_ *rze-S ?y 1, l d c? Total area of wetland impact proposed: f 4)..3 3 c e'-Gs 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on map) Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease specify)_ 1 rc?•c- c,?Qss, + ?' v-r ?.?d? C?? ? 3'- 5' -?r ?P Fill '4' o tlT' vncl i- 3 c?m - * Last rarh imm& c emrately and identify tempararv impa cts. Impacts include, but are not limited to: culverts and associated dams (separately list immpacts due to both steuctwe and flooding), relocation (include linear feet before and after, and net 1 gain stabilbation activities (cement wall, rip-rap, cab wall, gaMons, etc. excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams most be included ** stream names can be found an USGS topographic maps. If a stream has no names list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1400-35&9616, or online at www.usas.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., wlvw.tO2zone.com, my%,.mapauest.com, etc.). ( ? t Cumulative impacts (linear distance in feet) to all streams on site: 61c) 1 ? briar k'°?`x.`'^' 0. t.V__12WQ_ V5 f? 1 1?-4 N At io if- -1-701 klrL& '5+Y-t6,Y-< U^t;4w? -- 0, ? C' Page 6 of 12 (3 c ro cs r`ss, iJ1?l'r 00- 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. OFD Water impact Site Number indicate on Type of Impact" Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody lake, pond, estuary, sound, bay, ocean, etc. r ?a Nis N/h c dred ' List each impact separately and identify temporary Impacts include, but are not hunted to: fill, excavation, gang, flooding, drainage, bulkheads, etc.* pq - , 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ® uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Page 7 of 12 V11L Mitigation 0 DWQ - In accordance with 15A NCAC 2Hf .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams, USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for streams restoration in DWQ's Draft 'technical Guide for Stream Work in North Carolina, available at hiip://h2o.enr.state.nc.us/ncwetiands/strrngide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. r. Page 8 of 12 0 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at hM,-//h2o.enr.state.nc.usharp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: /-?A& Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): DL Environmental Documentation (DWQ Ouly) /4/A- Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ? No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes n No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed ]Suffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable, on the accompanying site plan. All buffers must be showw4w a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico); 15A NCAC 2B ,0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ? If you answered "yes", provide the following information: Page 9 of 12 4 Identify the square feet and acreage of impact to each zone of the riparian buffers. if buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Recluired Zone* Impact (square Multiplier Mitig tion 1 3 2 1.5 Total " Zone I extends out 30 feet perpendicular from new bank of channel; Zane 2 extends an additional 20 feet from the edge of Zone 1. X1. If buffer mitigation is required, please discuss what type of mitigation is proposed (ie., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within I SA NCAC 2B .0242 or.0260. Stormwater (DWQ Only) Describe impervious Discuss stormwater downstream from the acreage (bath existing and proposed) versus total controls proposed in order to protect the site. wetlands XH. Sewage Disposal (DWQ Only) v-'J acreage on surface waters and /e Cs A,,o Sts Flo Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules? Yes ? No ? Is this an after-the-fact permit application? Yes ? No ? Page 10 of 12 . X][VV. Other Circumstances (OptionaQ: It is the applicant's responsibility to submit the application sufficiently ?in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problgms, ax other issues outside of the appli cagt'_s control). L i i?/i . ii 1 ,N an. j /J /YI/ Lr / -4) /"s/ Kl? C." /? ?0i ApoicantlAgent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee lredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln. Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 2714858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pander Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 2514511 Columbus Moore Sampson Fax: (910) 2514025 Cumberland New Hanover Scotland Page 11 of 12 LEONARD S. RINDNE% PWS Environmental Planning Consultant 3714 Spokeshave Lane Professional Wetland Scientist Matthews, NC 28105 Land Planning (704) 846-0461 June 18, 2001 Mr. Steve Chapin US Army Corps of Engineers - Reg. Field Office 151 Patton Avenue - Room 208 Asheville, NC 28801 - 5006 Mr. John R Dorney Division of Water Quality - NCDENR 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 Mr. Pete Colwell NCDENR - Division of Water Quality 919 North Main Street Mooresville, NC 28115 Re: Abbinstton - +209 Acre, Cabarrus Countv - NWP #14, #39 Dear Sirs: On behalf of my client, Rocky River (Charlotte) AIP 111, LLC, I am requesting authorization to use Nationwide Permits 14 and 39 to facilitate the development of a residential community. Impacts include stream crossings and small and limited wetland and stream impacts. Impervious area on the site is less than 30%. All crossings will be designed to be less than 150 If of stream impact including any required rip-rap aprons. The remaining stream and wetlands on the site will be preserved within common open space. Buffers will be retained along the remaining streams to the extent feasible. The buffers will be a minimum 25' from top of bank although they are expected to be larger in most cases. Storm water will spread over the buffers and floodplain to fin-ther filter runoff A wetland will be developed in the Fuda Creek floodplain of approximately 1/2 acre in an open field adjacent to the creek. There will be no direct tail ditching of storm drainage to the creeks. Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan. General Wetland Classification and Description Backgrou The site within drainage areas of perennial and intermittent tributaries of Fuda Creek, a tributary of Back Creek of the Rocky River Sub-basin of the Yadkin River (Water Classification - C). The majority of the site is a moderately to steeply sloping ridge. A few upland depression wetlands were also encountered on the site. The current land-use is undeveloped woodland in secondary succession from agriculture and timbering activities. The site is adjacent to a cemetery and a stone residential structure was observed. Description Wetland Hydrology and Hydric Soils Abbington, Page 3 June 18, 2001 These wetlands can be classified as Palustrine Forested Broad Leaved, Scrub Shrub, and Emergent (PFOIA, PFO1C (depressions), PSS1A, and PEMIC. According to the North Carolina Resource Conservation Service, Technical Guide-Section II-A-2, June 1991, Chewacla (Ch) and probably Iredell (IrA in the depressions-hydric inclusions) soils are listed as Map Units with inclusions of Hydric Soils in Cabarrus County. The streams on the site are intermittent and perennial and will likely be confirmed as having important aquatic value by the USACE. Characteristics include persistent pools, small riffle and pool complexes (a "special aquatic site") in the perennial streams, fish in the lower portions, amphibians and macro-invertebrates; evidence of wildlife utilizing the stream; and rocky, gravelly, and sandy channel substrate. Portions of the intermittent streams were determined to be unimportant. Hvdroph is Vegetation Vegetation in wetland areas and along tributaries is dominated by Facultative, Facultative Wet, and Obligate Vegetation and include black willow, green ash, overcup oak, willow oak, red maple, sweet gum, alder, silky dogwood, greenbriar, poison ivy, and others. Herbaceous plants include sedges, needle rush, jewelweed, and other typical wetland species. Sphagnum moss was noted in the depression areas. SUMMARY OF WAITERS OF THE U.S. Methodology Preliminary identification of the Jurisdictional Waters on the site were determined according to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987, with Appendices. Preliminary data gathering included review and interpretation of topographic maps; USDA Soil Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the Routine On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In order to make a positive wetland determination indicators of hydrophytic vegetation, hydric soil, and wetland hydrology were be identified as described in the manual. SUMMAR Y OF JURISDICTIONAL WATERS OFU.S. Surface Waters Fuda (on site)- Perennial ( + 2,4001f) + 0.44 ac. Perennial ( + 3,200 10 + 0.36 ac. Intermittent (+ 83010 + 0.06 ac. Ponds + 1.61 ac. Wetlands + 1.90 ac. Approximate Total - Waters of the U.S. + 4.37 ac. (including Fuda Creek on Property) SUMMARY OFIMPACTS Surface Waters Important - Int. / Perennial (NWP #14 - 3 crossings/ 3401f for NCDWQ / 15 if for USACE + 0.02 ac. Unimportant - Intermittent Stream (NWP #39/ 470 if for NCDWQ and USACE + 0.03 ac. Ponds Drained + 0.00 ac. Wetlands + 0.33 ac. Total Impacts + 0.38 ac. Abbington, Page 4 June 18, 2001 WETLANDS PERMITTING AND MITIGATION Avoidance. Minimization, and Mitigation The following avoidance and minimization efforts and measures will also be taken: Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters. These will include: a) Siltation Barriers; Sediment Traps and Diversion Ditches b) Barricades to define construction limits to sensitive sites and to protect trees to be preserved c) Preconstruction meetings d) Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and natural areas to be preserved. e) Methods to prevent short-term impacts will be inspected regularly and maintained during construction of the project. f) Wetlands/streams to be preserved will be clearly marked prior to construction to prevent accidental damage. The contractors will be held responsible for unauthorized wetland and stream damage not permitted according to plans and specifications. g) 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. h) 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. Proposed Compensatory Mitigation The remaining stream and wetlands on the site will be preserved within common open space. Buffers will be retained along the remaining streams to the extent feasible. The buffers will be a minimum 25' from top of bank. A wetland area will be developed in the floodplain Storm water will spread over the buffers and floodplain to further filter runoff There will be no direct tail-ditching of storm drainage to the creeks. Proposed Compensatory Mitigation Wetlands The objective is to restore and create approximately 0.50 acres of periodically saturated and occasionally flooded emergent to scrub shrub wetlands. This will include developing areas in various forms that are saturated within the root zone or inundated for a significant portion of the growing season. The zones will be based on the expected saturation and inundation of the particular zones and tolerances and include: Emergent/Aquatic + 67% Shrub/Scrub + 33% Abbington, Page 5 June 18, 2001 Approach Wetland areas to be created and restored will be graded and backfilled to finish grades with suitable topsoil/hydric soil and stabilized as necessary to restore the hydrological planting zones and drainage patterns. Under normal conditions for the area, the soils are expected to be inundated and/or saturated during the winter months and early spring for a period of at least 5 to 12.5% of the growing season. The following hydrological zones are expected to occur within the wetland mitigation areas: Seasonally: area is inundated or saturated from 12.5-25% of the growing season. Irregularly: area is inundated or saturated from 5-12.5% of the growing season. Soil from impacted wetlands will be temporarily stripped and stored for use in lining the wetland site. The soils that occur in the area include Chewacla Series. Using these existing soils in the proposed mitigation sites may hasten the development of hydric soil conditions in the wetland mitigation site. Planting includes a variety of saturation shrub species. Herbaceous materials are expected to significantly volunteer with the preservation of the existing topsoil on the disturbed site. The planting plan will also encourage a diverse canopy and mid-story vegetation. The primary criteria that plant selections are based is the duration of soil saturation. Plant species tolerant of appropriate hydrologic conditions will be specified in the mitigation areas. The discharge structures will be stone filter weir structures or berms with gravel filters. This will allow flexibility to make adjustments and detention of or the removal of excess water until a stable level is observed. Inputs to the system will include precipitation, surface runoff from the site, and perennial flow from an off-site spring. It is expected that the wetland area will filter the stream from off-site to help maintain a healthy lake. Groundwater sources are also likely. The flow will be diffused in a sheet flow fashion. Sheet flow will disperse over the wetland mitigation area before following swales, which will distribute flows at a low velocity. The bottom grades of the proposed wetland will be at a flat gradient of 0 to .5% slope. Small drainage ways and hummocks will be designed to disperse and direct flow and to create the various hydrological zones. Excess water will be discharged out of the area in a controlled manner. If the water depth is greater or less than anticipated than the outfall can be adjusted slightly to allow a greater or lesser volume to be stored. Percolation rates are not expected to be rapid due to the dense subsoils. Small obstructions will be strategically placed to make minor adjustments to drainage flow in order to increase or decrease duration of flooding or saturation. The planting schedule will include a diversity of water tolerant hardwood tree, scrub/shrub species that are also high in wildlife value. The planting plan will also encourage strata diversity. All plant material will be obtained from local sources and no more than 20% of each of the listed species will be used to encourage diversity. All new plantings will consist of species that are classified as OBL or FACW. Abbington, Page 6 June 18, 2001 Proposed Planting Botanical Name Common Name Diospyros virginiana Fraxinus pennsylvanica Persimmon Green Ash Nyssa sylvatica Blackgum Quercus lyrata Quercus michauxii Quercus phellos Overcup Oak Swamp Chestnut Oak Willow Oak Quercus shumardii Liriodendron tulipifers Others as acceptable Shumard's Oak Tulip-Poplar Scrub/Shrub Zone -Plant List * No more than 20% of the scrub shrub vegetation to be installed shall be of one species to create diversity. Botanical Name Common Name Alnus serrulata Cephalanthus occidentalis Corpus amomum Tag Alder Buttonbush Silky Dogwood Salix sericea Sambucus canadensis Itea virginica Silky Willow Elderberry Silky Willow The size of the vegetation will be based on availability and enhance long term survivability. This information will be provided to the USACE and NCDWQ for verification. Seeding Specification for Herbaceous and Cover Cron in Wetland Mitigation Sites Zone 1 - Wetland areas in temporarily saturated soils or subieet to occasional and brief inundation Dates Types Rate April I - Jul. 15 Red Top Grass 7 lbs/acre Smartweed 20 Ibs /acre Jul. 16 - Sept. 1 Temporary Crop Jap. Millet or Sorghum 20 lbs /acre Page 5 (to be followed by permanent mixture) Sept. 2 - Nov. 1 Smartweed 20 lbs /acre Red Top Grass 71bs/acre Nov. 1 - March 31 Temporary Crop 40 lbs /acre Wheat or Winter Rye (to be followed by permanent mixture) Abbington, Page 7 June 18, 2001 Seeding Instructions 1) Seed in the dry period 2) use of a filler, such as sand to dilute the seed to ensure uniform ground coverage when broadcasting 3) tree and shrub planting should be completed first before seeding 4) Pure live seed shall be specified and approved prior to planting. Herbaceous species may with a wetland seed mix, which will result in coverage of at least 100 stems per square meter upon germination. Substitutions may be permitted with approval. Other native grasses or annuals may be selected. No fescue will be used in wetland areas. Annual grasses shall be utilized for stabilization on surrounding slopes within Mitigation Area rather than .perennials to allow natural succession If a perennial is required for erosion control than a mixture shall be selected that allows natural volunteering to occur. Monitoring Monitoring of the wetland restoration area will be performed to evaluate the relative to the success criteria. A report will be prepared which summarizes the data collected in the field and to note trends. Photographs at fixed stations will be taken to document the trends and changes occurring at the sites. These reports will be furnished to the USAGE and the NCDWQ. The restoration site will be monitored bi- annually during March/April and again in August/September to measure survival rate, species diversity, and growth as well as to identify any problems such as upland or invasive wetland species. Invasive species removal will be as needed and will include the removal of such plants as honeysuckle, poison ivy, blackberry, rose, kudzu and privet, etc. Vegetation Success Criteria Successful scrub/shrub restoration will require 60% or 600 woody stems per acre surviving for five consecutive years or 75% aerial coverage. Emergent vegetation is expected to naturally volunteer. is expected that if these criteria are not met, the site will be considered unsuccessful and maintenance will be needed to provide the required quantity. A monitoring program will be conducted for the bottomland hardwood, scrub/shrub, and herbaceous communities or until the success criteria is met. Hydrology Success Criteria Saturation or inundation for at least 5% to 12.5% of the growing season at lower landscape positions during average climatic conditions is the target hydrological characteristic. If wetland parameters are marginal, USACE personnel will be consulted to determine the jurisdictional extent in transition areas. The data collected during the monitoring period will be used to evaluate the success of the mitigation sites. The success criteria are as follows: Coniineency Plan These vegetative, soil and hydrological characteristics must be met to determine the success of the wetland restoration. If the restoration is determined to be unsuccessful, one or more of the following contingency plans will be implemented. 0 Selected reinstallation of vegetation or other maintenance (thinning or removal). • Extended monitoring periods. • Hydrological modifications or manipulation, and/or • Off-site mitigation sites, and/or • An acceptable alternative form of restoration. Report Submittal An "as-built" plan drawing of the area, including initial species compositions by community type and sample plot locations will be provided after the completion of planting. A review of the actual design, densities, and quantities will also be included. These will be provided within 60 days of the completion of the planting. The report will document sample plot locations along with representative photographs illustrating site conditions. A Final As Built Report will be provided for review and discussion regarding compliance of the project to determine if further monitoring or modifications are required. The As Built Report will be submitted within 60 days of the restoration site completion and serves as official notice of completion. Protection from Future Development As required, the wetlands will be protected in perpetuity from future impacts by the applicant or by a group designated by the applicant for this purpose. Development of these areas will be deed restricted. These restrictions will be developed for approval from the USACE and/or NCDWQ. THREATENED AND ENDANGERED 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 Schweinitz's sunflower and the Carolina heelsplitter. Schweinitz's sunflower thrives in full sun characteristic of succession fields, margins, and forested openings. Based on a site reconnaissance, habitat conducive to support the Schweinitz's sunflower is not present 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 is 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 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. CULTURAL RESOURCES The project site is disturbed from previous agricultural activities. Existing structures include a contemporary house. The State Historic Preservation Office may review of the USGS maps at the Office of State Archaeology and the Survey and Planning Office of the North Carolina Department of Cultural Resources to determine if sites are indicated on the National Historic Register within the study area. AQUATIC HABITAT The aquatic systems in the project area consist of tributaries in the Yadkin River Basin. A varietyof wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish, insects, mollusks, and crustaceans. 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 downstream and protect the areas to be preserved. Abbington, Page 9 June 18, 2001 The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the project area and may occur in Culvert Branch. 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. Therefore, strict adherence to an approved erosion and sedimentations control plan will be maintained during the construction period in order to control degradation of water quality. CONCLUSION Based on the value of the jurisdictional waters and wetlands on this site, the developer has chosen. to balance the site's economic viability with its environmental value and permitability. The goal of the Mitigation Plan is to help balance the environmental consequences of this development by protecting existing streams and creating a beneficial aquatic resource that will minimize degradation of waters of the U.S. downstream of the project. The mitigation sites will be preserved by the applicant or by a group designated by the owner for this purpose. Please contact me if you have any questions or require additional explanation. Thank you for your consideration. 'LYonard S. Rindner, PWS Environmental Planning Consultant Profession Wetland Scientist ??\ •?? • `vim. ' .. ? o ? ' F )?' nP+ ?p ?4 J i r - t J tit E m k ?.R 1 W I W 0 m Q J W W W V) Q F" Z W W C7 J W W W N ?l U F- 2 W W Q J Z W W W fly Q J a W y J J W O STREAMS PRESERVED 1 '\ ±50 LF STREAM IMPACT R R 60 J ? 9` ?%i to u° ±145 LF STREAM IMPACT 2 r R J R 1-?FA 14 D -C\ ®? ' ` EL \ /vI ONT BOG • f2?SDIC NAL ORIANAG F#E WEn? PIEDMONT OG .. PIEDMONT BOGS PRESERVED ~ - ` 3 WETLAND IMPACT ±0.08 ACRES + \ \ \ N: @ RBED 2• WETLAND '8" 4 1 ,? `WETLAND IMPACT ±0.13 ACRES ` 4L / DISTURBED j \ Q 770 -) 9' ENLARGEMENT A Al, NAL (imHmA E 44. / ?. v. } .02 AC. WETLAND IMPAC V I ? ??. 1 ?6B(y / 1. 1 'I ' •_ •? `. 75 ? / / / 1 i' a • • • ' 66,s Rt$d1C AL A6? qF f /° ?, ri- ?, l LPL ? i > ew„'; ' • ?'? t potm 6 ±470 LF INTERMITTENT STREAM IMPACT N % POND TO BE DRAINED ~? \ STR AM 7 NO OPEN DRAINAGE FEATURE FOUND 1 _ ?In ??i .. Y?ETLAN WETLAND AREAS PRESERVED STREAM PRESERVED _ ?? } 8 ±0.10 AC WETLAND IMPACT cc•c 4. ...ti 1, 4 4 's 8?•22'34..w SEE ENLARGEMENT B fKAP 4 4+- ; w 461411 01.57 j y 1 S r. !.'7 4 AL 4Rlf V 1 ?i?t; 14 t,i ?? l '? ? I y? j ? tit ? , . { W < .?,? n'? -17 fi 7" 1 8 '2 fl 79P'3?? to 5>9 Cie, i f 21 f (?; \ E 22 ±145 LF STREAM IMPACT FOR ROAD CROSSING ./J/ Fob ? 1n: 1 POND j Ff ?? ?' i ? ?, • ?ti •. `ter, ``•. ",??, ` I • POND TO BE DRAINED 10 WETLAND CREATION AREA ±0.50 ACRES ?. i wE V , SEE ENLARGEMENT C f J5 Sd,37"W ;4' 37'w r25.61':? \ ` _ ///?'?\? J /`•.. ? o ti 1161 •o "•\ ? 39M ?... rp •q38 O l 4m . ? ?? •?aas ? U r? f? ZO? < a ,0 6 < 3007 L+j b p U ! Epp tl ? _-- X650 0 J \ - I B ?? 0 J i? • ont /Ch"J7/ \,/ $ p Q \ - ?` 17'30„ M5 '°° 91 1 0 e V (\ i a o •G 3904 1 O Q , 1 ? d a Ia 6 i g? o r U _ r ? . X03 672 7 6 1 • s`' m a1 USGS MAR-HARRISBURG r 1 - t ? ICI .. F ? ?, S• , it 1138 rf[ A . n ! ? F i?, p '? s s ? ra . ?„ t 1' S az' ° qM Y ?f Etnri? a f' aF B" 'MeB z 15, 46 .c .' 1139 ' a + aERB 41 , > A y r CuB2 t r„ [ d E7 * e 1' •, . # X /s... L?. g n '' 1S' i `? ?,.L ur ,p f 'sus ? 'La.M1j F Ql il? ? X r t T-T G 1 -4L 19r 'r " f ?1 Ar, r E 'i . s, i t F 1-24'_ 1-9 1-4 SPILLWAY CHANNEL OND C FUDA CREE _ DFRINGE DD1-7 LOCATE 'WELL .-----,PER. STREAM EE1-12 . F1-14 Ll -8 MI-3- '-SURVEY FUDA CREEK ON PROPERTY ? i 1 1-7 1-14 1-12 WET WEATHER DRAINAGE f OND GG1-10 } •._t . i (NEAR WETLAND111-8 1-11 EGIN INT. AND DEPRESSION WETLAND UPLAND L' •/ ,= 1-20 UPLAND DEPRESSION WETLAND BEGIN INT. STR _ t ft, ?; t 1 -10 BBI-24 Ul-5,V1-6,AA1-6 W 1 -4 Z 1 -13 '-3-`LD POND NI-6 '`-? --- -- NEAR WETLAND y01-7 Pt -3,01-11 Y l -9 -? ,? " }" EGIN INT. STREAM R4A-R4C R1--6 t •. ?! F !7//! n. t i t PRING/BEGIN PER. STREAM S1-6,T1-5 T APPROXIMATE MAP WATERS OF THE U.S. FOR STUDY PURPOSES ONLY j? SUBJECT TO USACE VERIFICATION 71 WETLAND ETLAND/ FUDA CREE SPILLWAY CHANNEL ; OND • • y ?.;9 WETLAND FRINGE E `;WELL - BEGIN PER". STREAM TLAND WET WEATHER DRAINAGE NT. STREAM OND ' • ` t ~ INEAR WETLAND EGIN INT. STREAM UPLD. DEPRESSION i CEMETERY !?? BEGIN INT. STREAM (NEAR WETLAND CHANNEL y LD POND (NEAR WETLAND r, • EGIN INT. STREAM } r PRINGIBEGIN PER. STREAM t , ETLAND t APPROXIMATE MAP WATERS OF THE U.S. FOR STUDY PURPOSES ONLY ?? SUBJECT TO USACE VERIFICATION Cabarrus Soil and Water Conservation District 716 Cabarrus Avenue, West Concord, NC 28027-6214 (704) 920-3300 MEMORANDUM TO: Rodger Lentz, Planner Cabarrus County Planning Services Department THROUGH: Myra N. Morrison, Chair Board of Supervisors FROM: Dennis Testerman, Resource Conservation Specialist DATE SUBMITTED: 10/20/00 DATE REVIEWED: 12/4/00 NAME OF PLAN: Abbingdon Place SID LOCATION: Rocky River Road AFFECTED ACRES: 209± RECEIVING WATERS: Fuda Creek WATERSHED: HU 03040105010050 (NR-4) PLAN TYPE: x Residential Commercial ,Pond -Road -Other HYDRIC SOILS: x Yes [Ch, IdA) -No PERENNIAL OR INTERMIT'T'ENT STREAMS PRESENT: X Yes -No THE FOLLOWING CHECKED ITEMS ARE )HISSING FROM OUR COPY OF THE PLAN: Location Map Legend x Start & Completion Dates Soil Type(s) Ch, CuBZ, EnB, IdA, MeB, MeD, PaF, Vab ONSITE INSPECTION: ?c -Yes No PLAN COMMENTS: This site contains two upland depressions that are ephemeral wetlands. The approximate location of these lots is Lot 129 and Lot 150. These wetlands are included in the Cabarrus County Natural Heritage Survey and are appip- ed too priority for conserv lion due to th& regional shm4 canoe. The wetlands are typically flooded from later winter to mid-summer, Areas like these are "magnets" for wildlife, especially waterfowl and amphibians. Few such sites remain in Cabarrus County. Without considerable excavation and filling to eliminate the clay layer in the subsoil, these areas would likely present severe limitations for houses, streets, and yards. Chewacla, Cullen, Enon, Mecklenburg, and Vance are all prime farmland soils and will be taken out of production. Development of site will remove existing forestland from production and result in loss of environmental benefits from fomstland cover. Some of these soils have severe limitations for building development and roads due to flooding and wetness (Ch, IdA), low strength (Ch, CuR2, En, MeB, MeD, PaF SITE SURVEY FORM Geology: my - Metavolcanie Rocks, undivided mgb - Metagabbro Soils: CuB2-Cullen clay loam, 2 to 8% slopes, eroded CuD2-Cullen clay loaln, 8 to 15% slopes, eroded PaF-Pacolet sandy loam, 15 to 35% slopes VaB-Vance sandy loam, 2 to 81/c slopes MeD- Mecklenburg Comments on Physical Description: BIOLOGICAL DESCRIPTION: A: 'T'his site consists of several community types. The majority of the area is covered by a DAY-MESIC OAK-11IICKORY FOREST. In places where there are springheads and seepages at the bases of slopes the community grades into a LOW ELEVATION SEEP. Also occurring on this site are two UPLAND DEPRESSION SWAMP FORESTS. lncuded in this site is a DISTURBED ROADSIDE* community with a population of Lotus heileri. B: For the most part this site contains high integrity forest with well developed canopy, subcanopy, shrub and herb layers. There is some blowdown damage and evidence of some selective cutting, but the overall impact has been minimal. C: Quereus alba, Q. rabra and Carya sp. dominate the canopy. One of the upland depressions is dominated by Quercus lyrata and the other is dominated by Q. phollo5 and Liquidambar styraciflua. D; This site is bordered by Rocky River Rd., a gab pipeline, telephone ROW, and farm fields surround the entire area. E; This site has excellent quality and high integrity. F: ca. 100 acres. *note: AlthouEb DISTURBED ROADSIDE communities are not discussed in Schafale and Weakley, this is the term that best describes the situation in which the Lotus heileri is found, The following is a description of the two upland depressions that occur on this site. They are identified as cnhsC and cnhsD. The cnhsC depression is approximately 210 x 90 feet in size, has good overstory cover, and a maximum depth of 15 inches. Water chemistry characterizations reveal no significant pollution problems, though the pH measures mildly acidic. cnbsC is a relatively large, open ponded upland depression with indications of disturbance. The depression is a4iacent to a gas line right-of-way and shows evidence of prior use by cattle. Inundated/ponded conditions are expected to be present throughout the year givers its basin and water levels during the time of the assessment Several species of amphibians were observed utilizing the wetland. Spotted salamander, Ambystoma maculatum, egg masses were found in abundance. The chnsD depression is approximately 100 x 25 feet in size, 108 SITE SURVEY FORM has good overstory cover, and a maximum depth of 9.5 inches. Water chemistry charactcrizations reveal no significant pollution problems, though the pH measures slightly acidic Special Status Species (attach )EORs): Lotus helleri Potential for other Special Status Species: Other noteworthy species or features present: Site integrity. high Average DB8 of canopy trees: maximum DBR of canopy trees: Fire regime: unknown, probably suppressed Logged (y/n): Yes Even-aged canopy (y/n): No xon-native / weedy species present (Y/11): Yes Ditched/drained (y/u): No Stream channeUzed (y/n): No Dredging0liag (y/n): No Under'story cleared (Y/n): No Grazing (yin): No comments on Biological Description: This property has been recently surveyed wbich indicates possible development, Sample DBH's: Quercus albs 47.4 cm, Q. coccinea 75.3 ctn. Non-natives present are Lonicera japonica and Niicrostegium vimineum. ADJACENT LAND USE: Agriculture, Church, sparse residential SIGNWICANCE OF SITE: This site contains p high integrity oak-hickory forest with springheads and two upland depression swamp forests. This is an important area for breeding amphibians. On the perimeter of the site Lotus helleri occurrs in the disturbed roadside. PROTECTION / MANAGEMENT NEEDS: This site was tl purchased by a real estate company and is DOCUMENTATION, plant specimens have been collected and are on We at UNCC Herbarium. PLANT SPECIES LIST: CANOPY: Quercus rubra, Q. alba, Q. marilandica, Q. falcata, Q. volutina, Q. phelios, Q. coccinea, Carya glabra, C. I o9 SITE SURVEY FORM tomentosa, C. carolinae-septentrionalis, Lirodendron tulipifera, Quercus lyrata, Liquidambar styraciflua SIJBCANOPY: Junipers vi?giiniana, Corpus florida, Nyssa sylvatica, Acer rubrurn, Liquidambar sryraciflua, Quercus marilandica, Carya glabra, Acer barbatum, Ulrnus alata, Fraxinus americana, Fagus grandifolia, Diospyros virginiana, Albixzia julibrissin, Carpinus caroliniana SHRUBS: Sassafras albidum, Prunus serotina, Ligustrurtt sinense. Morus rbra, Euonymus americanus, Rhododendron nudiflorum, Asimina triloba, Comus amomum, Carya cordiformis 14ERBS: Monotropa uniflora, M. hypopithys, Hypericum sp., Sanicula sp., Chimaphila maculata, Hexastylis arifolia, Tipularia discolor, Rudbeckia laciniata, Boehmeria cyli ndrica, Elephantopus tomentosus, Mimulus ringer, Lycopus sp., Elephantopus carolinianus, Desmodium rotundifolium, Heuehera arnericana, Spiranfts sp., Galium sp., Polygonatum biflorum, Hypoxis hirsuta var. hirsuta, Salvia lyrala, Carex sp., Aureolaria sp., Oxalis sp., Iris efistata, Antennaria plantaginifolia, Scutellaria integrifolia, Aristolochia serpentaria, Cimicifuga racemosa, Polymnia uvedalia, Hystrix patula, Lotus helleri, Sanicula sp., Aoars calamus VINES: Vitis rotundifolia, Parthenocissus quinquefolia, Toxicodendron radicans, Campsis radicans, Smilax sp., Bignonia capreolata, Mi mia scandens FERNS: Polystichum acrostiehoides, Asplenium platyueuron, Bouychiurn virginianum, Selaginella apoda, Woodwardia areolata, Athyrium asplenioides, Osmunda cinnamomea ,A,Num AL SP1ECIES LIST: Benthic Macroinvortebrates observed: ORDER / COMMON NAME Amphipoda / scuds Coleoptera / water beetles Decapoda / crayfish and shrimp Diptera / tnidges, mosquitoes, aquatic gnats and fines Hemiptera / water bugs Megaloptera / fishflies, dobsonflies, alderflies Wows / dragonflies and damselflies Oligochaeta / aquatic worms Trichoptera / caddisflies Other wildlife observed, Eastern Box Turtle, Terrapene carolina carolina; Frogs; Spicebush Swallowtail, Papilio troilus, Ho