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HomeMy WebLinkAbout20081037 Ver 1_More Info Received_20080730s Corps Submittal Cover Sheet 1. Project Name: The Crossings at Cambria (Capps Road Site) 2. Name, Mailing Address, Phone Number of Property Owner/Applicant 018- 1031 Company and/or Name: Charlotte Holdings V. LLC (Tyson Reilly) Address: 11508 Providence Rd., Ste H-241, Charlotte, NC 28226 Phone: 704-837-2951 3. Name of Consultant/Agent: Pamela Bowman (WNR) 4. Related/Previous Action ID number(s): SAW-2007-02390 5. Site Address: Capps Road, Charlotte, NC 6. Subdivision Name: The Crossings at Cambria 7. City: Charlotte 8. County: Mecklenburg 9. Lat: 35.0799 N Long: 81.0235 W 10. Quadrangle Name: Lake Wylie 11. Waterway: UT to Lake Wylie and UT to Studman Branch 12. Watershed: Upper Catawba (03050101) 13. Jurisdictional Features on the Site: (Approximations Only.) Stream Length: +/- 3500 linear feet Wetland Area: +/- 0.04 acres Open Water Area: 0 acres 14. Requested Action: impact revisions ® Nationwide Permit # 29 ? General Permit # ,JUL, 3 0 2008 DM - WATER QUAUTY ? Jurisdictional Determination Request WETLANDS AND STORMWATER 'H ? Pre-Application Request The following information will be completed by Corps office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization: Section 10 Section 404 Project Description / Nature of Activity / Project Purpose: Site/Waters Name: Keywords: Wetland and Natural Resource Consultants, Inc. NCDWQ Attn: Ms. Cyndi Karoly 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604-2260 Re: Charlotte Holdings V, LLC - The Crossings at Cambria Mecklenburg County, North Carolina NW Permit 29 Request - Revised Impact Maps AID # SAW-2007-02390 Dear Ms. Karoly: July 28, 2008 The purpose of this correspondence is to provide your office with revised impact maps for The Crossings at Cambria site. The original request was received in your office on 6/30/08. It requested impacts to 365 linear feet of intermittent unimportant stream and 234 linear feet of perennial stream. The engineer revised Culvert 2 to be a 42" pipe which increased the stream disturbance in this area by 2 feet. (Crossing 2 went from 91 feet to 93 feet of impact to intermittent unimportant stream.) The engineer also put a bend in Culvert 3 to keep the stream from eroding the banks around the culvert. The new requested total impacts are 367 linear feet of intermittent unimportant stream and 234 linear feet of perennial stream. No other changes are proposed. Revised impact maps, cross-sections, plan views, profile views, and permit application with revised impact tables are attached for your review. Feel free to call with any questions that you have. Best regards, YMVSL _o-w%NXIVt Pamela Bowman 828-310-6845 Newton Office Canton Office PO Box 224 wnrinc.com 68 Poplar Street Newton, NC 28658 Canton, NC 28716 828-465-3035 828-648-8801 828-465-3050 Fax 1 828-648-8802 Fax DS- ID3 q Explain the purpose of the proposed work: The project will provide the necessary road infrastructure and driveway access for a residential development. IV. 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. A Corps Permit and JD (AID # SAW-2007-02390) were issued for the project on 9/20/07. The permit authorized <150 feet of stream impact for three stream crossings. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. N/A VI. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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. Provide a written description of the proposed impacts: 601 linear feet of stream will be impacted for three road crossings and one driveway access. 234 linear feet of impact will occur to perennial, mitigable streams, while 367 linear feet of impacts will occur to intermittent, unimportant streams. 149 linear feet out of the total stream impacts were authorized under the previous permit for two road crossings and one driveway access. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on ma) herbaceous, bog, etc.) Flood lain Stream (acres) Page 3 of 8 inear N/A Total Wetland Impact (acres) 2. List the total acreage (estimated) of all existing wetlands on the property: <0.1 acres 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) Culvert 1 UT to Lake Wylie road crossing perennial 4 234 0.021 Culvert 2 UT to Lake Wylie road crossing int unimport 3 93 0.006 Culvert 3 UT to Lake Wylie road crossing int unimport 3 256 0.018 Driveway UT to Lake Wylie driveway crossing int unimport 3 18 0.001 Total Stream Impact (by length and acreage) 601 0.046 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number (indicate on ma) Name applicable) Wat) (if ap Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) N/A Total Open Water Impact (acres) Page 4 of 8 5. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.046 Wetland Impact (acres): N/A Open Water Impact (acres): N/A Total Impact to Waters of the U.S. (acres) 0.046 Total Stream Impact (linear feet): 601 6. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 7. 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.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Current land use in the vicinity of the pond: N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A 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. The additional impacts are necessary in order to access the remainder of the provertv. Due to the size and steepness of the feature, it is not economically feasible to bridge this stream. In addition the other stream impacts were increased in order to comply with the NC DOT requirements All of the impacts are necessary to access the entire property and the lots. The majority of these impacts occur to intermittent unimportant streams. Furthermore no wetland impacts are proposed VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .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. Page 5 of 8 Perrri+,ved ? 't er! / a 5? Qrt r +G N W 0 35' LINEAR STREAM IMPACT FOR SEWER CROSSING cl, • INT. UNIMPORTANT - > STREAM 4 r 1 / [ / ST ;-' 0, 0 i, a 18'STREAM ??t URBANCk FOR 'DRIVE IAt?4Y 3 a a ? - _ _ 1. , 8041 Corporate Center Drive N.T.S. Suite 200 I SITE Charlotte, NC 28226 FIGURE Engineering & Phone: (704) 540- 4706 CAM B R IA surveying Fax: (704) 540- 4708 OVERALL `WETLAND IMPACT MAP d ,? gd J I Q 5p ?N 6 4 ? a Al 1 \\ , t 7 f : k j/ !i I i & (2) 60" RCP i k a 234' STREAM DISTURBANCE STANDARD NCDOT HEADWALL i x a mm F 3 i 0 25 50 l 8041 Corporate Center Drive J ` GRAPHI SCALE: C SCALE I' = 50' Suite 200 T Charlotte NC 28226 FIGURE I SITE Engineering Phone: (704) 540- 4706 CAMBRIA Surveying Fax: (704) 540- 4708 CULVERT 1 'PLAN VIEW 1" = 60'_HOR-I-Z.,1" = 6' VERT_ __-___-_-__ 654 --- -- - - - - _ ..._? - 4 i ---- - ------ 650 -------- -- -------- _ r ------- . __..._..-.- ?.-.._ __- I 642 - -------------i --___.....__.._.- i J ------ i , 638 -------- 634 _ ._ - - - - - - - - - - - -- ----- _.._ - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 630 - - _ _.._ -- --- -- -- __..___.. ---. . - ..-----.. ----- b-- ----_-..---- op ____ - ? T ? CvcvERr _ I ; -- -- MY/D • 12 2.34' ST AM DISTURBANCE ' - - --- r -------- ------ ------------- 626 ............ ._ I RCP . 6V 1 12l . : plFl 0Ep IA Bi fl - fi 623B`Z 622 ?... .._..__ ... _ i .... - _ -. 618 &8,40 2O'xlrx1& CLASS /RIP•RAP APRON 8041 Corporate Center Drive Suite 200 I SITE Charlotte, NC 28226 Phone: (704) 540- 4706 Engineering ? CAMBRIA Surveying Fax: (704) 540- 4708 CULVERT) PROFILE I SITE Engineering & Surveying O 40 RCP 93' STREAM DISTURBANCE STANDARD NCDOT HEADWALL ? v/ 0 8041 Corporate Center Drive Suite 200 Charlotte, NC 28226 Phone: (704) 540- 4706 Fax: (704) 540- 4708 CAM BRIA CULVERT 2 PLAN VIEW d I f 25 50 QTn ;RAPHIC SCALE CALE: 1' = 50' 664 660 656 652 648 644 640 - --- - ---- - -- - -------- - ----------------- ------- 1" = 40' HORIZ. 1" = 4' VERT. j 664.02 ' ---------------------- N ro -------------- ------------------------------ ------------------------------------ ! i i ----------- --------- ------------------------------- ----------- -------------------- CULVERT 2 HW/D 1.08 ----- ----- 9:3-STREAM--DISTURBANCE-- =------------------.--a W fkcF 16 . A5 3p 0 B?RtE fi4689-------------- ------------- ---Lti 64V2.485_: l4'x/6'xJ J CLASS / RIP-RAP APRON i -------------------------------------------------------------------------------- I SITE Engineering Fr Surveying 8041 Corporate Center Drive Suite 200 Charlotte, NC 28226 Phone: (704) 540- 4706 Fax: (704) 540- 4708 CAM BRIA CULVERT 2 PROFILE URE e ? ro s Q ? 4 a r' a Y ,, 7 4 ?. a 4 a 4 f / f 1 l 1 " t 1+ 1 1 P jJ 1 J X ttt J F 1, :° X X ,{ X 1 488 RCP I P X FJ ?11 256' STREAM DISTURBANCE STANDARD NCDOT HEADWALL X ? d ? 1 \ 1 1 0 25 50 8041 Corporate Center Drive GRAPHIC SCALE e ? SCALE: I' = 50' Suite 200 I SITE Charlotte, NC 28226 FIGURE Engineering & Phone: (704) 540- 4706 CAMBRIA Surveying Fax: (704) 540- 4708 CULVERT 3 'PLAN VIEW 1" = 60' HORIZ.,1" = 6' VERT. 644 640 636 _-_-_ ______:__ ?_._ __---____________------- --_-....__-- ------ -.-.J-_-- ___-_ 632' _.._ ... ....... ... ........... . .... _ ., ..._-- ............... .....-......_ _, ..-.-._.- 1-.-___._.... _. .. __,,,_,,,,,........ 628 62 .?n?CTipN BOx R/w 62om 620 ------------ ---------- ---- ------- -- --r?zos---------- CULVERT 3 616 l+win • /n 612 _.? ----- -, --- -- __- RCP IAX --RiEDaff_---- _ -- _ _.. . - x ; - - ~- ? 61161 -- --- ? ---- - ==-- - ----- - C,uA H +B• P - Rfl ? ? a?R?Fn l wx1zx1& CLASS / R/P•RAP APRON I SITE Engineering F7 Surveying 8041 Corporate Center Drive Suite 200 Charlotte, NC 28226 Phone: (704) 540- 4706 Fax: (704) 540- 4708 CAMBRIA CULVERT 3 PROFILE CULVERT 1 PRE-EXISTING _ CHANNEL BANK 1 V2) 60' RCP / 1 I \ I I /PIPE BURIED /• CULVERT 2 I42' RCP I / BURIED 07' CULVERT 3 14F RCP / I I \ 1 1 BURIED Off I SITE Engineering Fy Surveying 8041 Corporate Center Drive Suite 200 Charlotte, NC 28226 Phone: (704) 540- 4706 Fax: (704) 540- 4708 CAMBRIA CULVERT CROSS-SECTIONS N.T.S. FIGURE Typical Plan View Rip Rap Plane of Ordinary High Water Driveway Crossing 18' intermittent unimportant impact Not to Scale z O O n D m f-+ 00 Q ? `OG -?+ O fl ? 7C7 'Q 7V O "Q (0 Z m r n .i; O N c O N fl co O 3 D c D n' _-0 T ? (0 C O ? O O ? Z Q Q (0 U) N (0 m co co C C?• G