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HomeMy WebLinkAbout20140865 Ver 1_401 Application_20140814J MCADAMS LETTER OF TRANSMITTAL, To Ms Cherne Smith NC'Division of Water,Resources Wetlands and Stormwater Branch 1650 Mad `Service Drive Raleigh, North Carolina 27699 Re Kildaire Crossing I am sending you the following item(s) Date August 6,.2014 REGULAR MAIL Job No AW,H -12050 COPIES DATE NO. DESCRIPTION 5 - Pre Construction Notification 1 Check $240 2 Stormwater Management Plan 2 G ading & Storm Drainage Plan These are transmitted as checked below ❑ As requested ® For approval ❑ For review and comment Remarks Copy to Raleigh- Durham 2905 Meridian Parkway Durham, North Carolina 27713 (919) 361 -5000 ❑ For your use Sig nea!_',_ C% George guchholz, REM; PWS Wetlands Scientist Charlotte 11301�Carmel Commons Blvd., Suite 111 Charlotte, North Carolina (704) 527 -0800 'Designing Tomorrow's Infrastructure & Communities McAdamsCoxom o�O� W A rF9OG 2 Q 1 4 Q $ (j 5 office Use Only: � PA IJ) Corps action ID no. DWQ project no. Form Version 1.4 January Page l or 'i u PCN Form — Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 4TYA 1. Processing 1a Type(s) of approval sought from the Corps: X Section 404 Permit Section 10 Per 1 b Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 3890 1 c Has the NWP or GP number been verified by the Corps? X No 1 d Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit 401 Water Quality Certification — Express X Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: X No For the record only for Corps Permit: X No 1f Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. X No 1g Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. X No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? X No 2. Project Information 2a Name of project: Kildaire Crossing 2b County: Wake 2c Nearest municipality / town: Cary 2d Subdivision name: 2e NCDOT only, T.I.P. or state project no: 3. Owner Information 3a Name(s) on Recorded Deed: Ashton Woods Homes — Raleigh Division 3b Deed Book and Page No. DB: 015429, PG: 01496; DB: 015429, PGA488; DB: 015429, & PG:1512; DB: 015429, PG: 1501; 3c Responsible Party (for LLC if applicable): Morgan Bryan (Land Development Manager) 3d Street address: 5711 Six Forks Road Suite 300 3e City, state, zip: Raleigh, NC 27609 -3888 3f Telephone no.. 919- 235 -0705 3g Fax no.: 919 -369 -1842 3h Email address: mbryan @ashtonwoods.com Page l or 'i u PCN Form — Version 1.4 January 2009 4. Applicant Information ,(if different from owner) 4a Applicant is 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5'. Agent/Consultant,lnformation (if applicable) 5a Name George Buchholz, Environmental Consultant/Project Manager 5b Business name (if applicable) The John R McAdams Company 5c Street address P O box 14005 5d City, state, zip Research Triangle Park, NC 27709 5e Telephone no 919- 287 -0890 5f Fax no 19- 361 -2269 5g Email address buchholz@mcadamsco,com Page 2,of 10 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) 0760386433, 0760384209, 0760286360, 0760281689 lb Site coordinates (in decimal degrees) Latitude 35 6972434 Longitude -78 7902421 1c Property size 63 59 acres 2. Surface Waters 2a Name of nearest body of water to proposed project Camp Branch 2b Water Quality Classification of nearest receivmg'water C, NSW 2c River basin Neuse/HUC 03020201 3. Project Description 3a Describe the existing conditions on the site and the general land,use in the vicinity of the project -at the time of this application- The subject property lies within the Neuse Riverbasin and ,within the ETJ of the Town of Cary, but not within the Town limits The current land use designation for the property is Low Density Residential (LDR), and ,the current Wake County zoning is, R -30 Residential Land use,within the vicinity of the subject property is residential, commercial, agricultural, and,forested areas, Approximately' 60 1percent of the subject property can be characterized as agricultural °farm land which contains a residential structure and sheds used to store farm equipment and is primarily within•the western section of the property The remaining 40 percent can'be generally characterized as a Dry Mesic Oak - Hickory Forest within the upland areas and a Piedmont Bottomland Forest within the wetland areas,accordmg the NC Natural Heritage Program classification system, The upland forested and wetland forested areas are located within the eastern section of the subject property, A, pond feature was observed within, eastern section of the subject, property during an on -site field concurrence meeting conducted on May 31, 2013 with both the IJSACE (USAGE AID# SAW" -2013- 01603, dated'February 3, 2014) and NCDWR (DWR Project Number NBRO# 13 -159, dated July 10„ 2013) representatives Since May 31, 2013, the dam ,associated'With the pond`feature was breached and an emergent wetland community has developed at the toe of slope of the former pond feature 3b List the total estimated acreage of all existing °wetlands on the property 373,428 SF, 8 48 AC 3c List the total estimated linear feet of all existing streams (intermittent and perennial) �on the property 2,90533,LF 3d Explain the purpose of the proposed project- The purpose of the project is to provide housing to the southwest section of Wake County, North Carolina 3a Describe the overall project in detail, including the type of equipment to'be used The proposed Kildaire Crossing development is a single family residential subdivision which will be constructed in three phases�and will include roads, utilities, city sewer, and storm water-management'facilities The proposed development will consist of approximately 125 single- family'lots and associated recreation center and pocket °parks In addition, there 1s=a future 40 foot Town of`Cary Public Greenway easement associated with this project which will be constructed by the Town of Cary in the4uture and currently not associated with the proposed development The'Kddaire Crossing residential development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent�to Arthur Pierce Road, Phase 2 located within the central and eastern section, and finally Phase 3 located in the southeastern section of the project Construction of Phases 1 and 2 will occurfifst To gain access'to Phase, a proposed road crossing aligned across,an unnamed tributary to Camp Branch (existing Stream Feature B) As a result, there are proposed wetland, stream, and riparian buffer impacts associated with the road crossing Additional impacts,t 'the unnamed tributary "to Camp Branch or to additional wetlands and streams located within the project area are-not proposed Traditional' equipment will be used consisting of front -end loaders, bulldozers, paving equipment, graders, and earth movers . 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the X Yes Corps or State been requested or obtained for this property / project (including all prior Phases ) in the past? Comments 4b If the, Corps made the jurisdictional determination, what X Preliminary type of determination was made? 4c If yes, who delineated the jurisdictional Agency /Consultant Company areas9 Name (if known) Other -George Buchholz, McAdams Co 4d If yes, list the dates of the Corps jurisdictional determ inations or'State determinations and attach documentation Mr Martin Richmond (DWR representative) issued a Neuse buffer determination on May 31„ 2013 (NBRRO #,13 -159), Mr David, Shaeffer (USACE representative) issued a Preliminary Jurisdictional Determination on February 3, 2014 (SAW- 2013 - 01603) 5. Project History 5a- Have permits or °certifications been requested or obtained Yes X No for this project (including all prior phases) in the past? 5b If yes, explain in detail according,to "help file" instructions 6. Future Project Plans 6a Is this a phased project? X Yes 6b If yes, explain The proposed Kddaire Crossing development is a single family residential subdivision which wifl be constructed in three phases. Construction of Phases 1 and -2•wdl occur*st within the western section and extend towards,the eastern section Phases 1 and 2 will consist of single - family lots and associated recreation center and pocket "parks To gain access to Phase 3 located within the southeastern section of the project, a proposed road crossing aligned across an unnamed tnbutary to Camp Branch (Stream Feature B) In addition, there is a future 40 foot Town of Cary Public Greenway easement associated with this,proiect which will be constructed by the Town of Cary , in the future and currently'not associated 'with the proposed development The entire Kddaire Crossing project is a single and complete project with appropriate land use control and,stormwater measures in place for specific areas which require them Page-3 of-10 PCN Form — Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a Which sections were completed below for your project (check all that apply) X Wetlands X Streams — tributaries X Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporary (T) Wetland Feature F, Inset,2, Fill Headwater wetland Yes Corps 005 Permanent Wetland Feature E, Inset 2, Fill Headwater wetland Yes Corps 0.01 Permanent 2g Total Wetland Impacts: 006 2h Comments See Figure 4, Inset 2 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all streamzites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perenrnal,(PER) or Type.of Average Imps number intermittent (INT)? jurisdiction stream length Permanent (P) or width onear Temporary (T) (feet) feE) Stream Feature B,' Unnamed" Tributary Inset 2, Culvert to Nancy Branch Intermittent Corps 3 feet 131 If Permanent Streams Feature B, Stream Feature B, Fill, rip -rap dissipator Unnamed Tributary Inset 2 -,' pad to Nancy,'Branch Intermittent Corps 3 feet 14 If Temporary Streams Feature B 3h Total stream and tributary impacts 145 If, 31 Comments See'Figure,4, Inset 1, It should be noted that of the total 145 If of stream impact, 14 If will be temporary-,impacts associated will a rip -rap dissipator,pad which will bednstalled flush with the existing grade of'the stream bed Therefore, only' 131 If of the stream impacts will be permanent Page 4 of 10 PCN Form — Version 1 4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then individually list all open water impacts below 4a Open water impact,number Permanent (P) or Temporary (T) 4b Name of waterbody (if applicable 4c Type of`impact 4d Waterbody type 4e Area of impact (acres) 01 02 03 04 4f Total open water impacts 4g Comments 5. Pond or Lake Construction If pond or lake, construction proposed, the complete the chart below 5a Pond ID number 5b Proposed'use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 -- P2 5f Total: ` 5gComments 5hls a dam high hazard permit required? Yes No If yes, permit ID no 51 Expected pond surface area (acres) 5t Size of,pond watershed (acres) 5kMethod of construction. 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a Project is in which protected basin? X Neuse Other 6b Buffer Impact number— Permanent, (P) or Temporary 6c- Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone 1 impacl (square feet ) 6g Zone impact (square feet Buffer Impact, Inset, Permanent' Road Crossing Unnamed Streams Tributary to Nancy Branch Feature B No 8,148 5,858 6h Total Buffer Impacts 8,148 P,858 61 Comments The proposed Neuse River Buffer impacts are a total of 0 31 acres in size and a maximum width of 139,linear feet, which is less than a total 0 333 acres in size and a maximum width of 150 linear feet' Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance,and Minimization 1a Specifically describe measures taken to'avoid or minimize the proposed impacts in designing project Impacts to jurisdictional streams and wetlands have been avoided and minimized to'the maximum'extent practicable for Kildaire Crossing, however, due to required infrastructure improvements there are, proposed,impacts The, Kddaire Crossing residential development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent to Arthur Pierce, Road, Phase 2 located within thescentral and eastern section, and finally Phase, 3 located in the southeastern section of the project Construction of Phases 1 and 2 will occur first, and have avoided impacts to Stream Feature A and Wetland Features A and B located within the northern, section Phase I (see Inset 1) Phase 3 is separated from Phase 1 and 2 by,an existing stream'feature,(Stream Feature B) In,orderto gain access to Phase 3, a road crossing connecting the phases is proposed Various road crossing alternatives were examined giving consideration to traffic from one neighborhood to the next, geometric design considerations, and minimizing impacts to stream, wetland, and buffer features There is an existing neighborhood located to the north of the project along Chaumont Drive and,another neighborhood located to the south along Belnap Drive, The neighborhood along Chaumont Drive, connects to Ten-Ten Road and major secondary arterial road, while the neighborhood along Belnap Drive connects to Holly Springs Road which is another major,secondary arterial road The concern is1hafif there was a direct road connection between Chaumont Drive and Belnap Drive, motorists would use the road connection as a cut through between the neighborhoods to access Ten--Ten Road and Holly Springs Road Therefore, the road connection was,offset to the east, crossing Stream Feature "B, m,an effort to limit traffic,through the neighborhoods As mentioned before, since the May 31, 2013 on -site field concurrence meeting, the dam associated with the pond,feature was breached and an emergent wetland community (Wetland Feature. H) has #developed at'the toe of'slope of the formerpond feature A direct road connection between Chaumont Drive and Belnap,Dnve would ultimately impact Wetland Feature H, Stream Features B and B1, and the riparian buffers associated with the stream features causing for a greater amount of� impacts-to these regulated features Therefore, a road alignment which crossed Stream B perpendicularly and impacted the least amount of °stream, wetland, and riparian buffer areas was, examined Reduction efforts in the road crossing width were made to further minimize impacts The road crossing proposes to'impact 145 linear feet of Stream Feature. B, 0 06 acres of wetlands (Wetland Features E and F), and 0 -31 acres of riparian buffer It should be noted that of the total 145 If of stream impact, 14 If will be temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the existing grade of the stream bed Therefore, only 131 If ofthe,stream impacts will be permanent The,location of the road crossing was also selected so as'to avoid impacts'to a higher quality section of Stream Feature B, as well as to avoid FEMA 100 -year floodplams, further downstream The section, of Stream Feature B where impacts are proposed is•deeply incised, and is of relatively low,quality compared to the downstream section located within the floodplain 1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Proper sedimentation and erosion control methods wilt be utilized during all phases of construction and installation as described in the, Erosion Control'Plan sheet reviewed and approved by the NC Division of Land Quality and Town of Cary All work will take place during dry conditions and can be facilitated,from high, non - jurisdictional, stable ground The contractor shall install'sdt fence, inlet protection; sediment traps, diversion ditches; tree protection, clearing only as necessary to install devices All erosion and sediment control measures will be checked for stability and operation following every=runoff producing rainfall, but in no case less than once every week Any needed repairs will be made immediately to maintain all measures designed An erosion control inspections report is required and will be kept by the owner's representative , Temporary seeding and permanent seeding plans are included to restore impacted areas The projectVill meet all relative requirements of Best Management Practices,and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State X No 2a Does the project requre,Compensatory,Mitigation for At this time, the applicant proposes avoiding and impacts to Waters•of the U S or Waters of the'State? minimizing impacts to waters of the U S and does not propose compensatory mitigation, however, if compensatory stream and "wetland mitigation is required, the applicant would propose payment for mitigation bank credits 2blf yes, mitigation'is required by (check all that apply) DWQ Corps Mitigation bank 2c If yes, which mitigation option will be used for Payment;to in-lieu fee program this projects Permittee Responsible Mitigation 3. Complete if Usina a Miti ation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Type Quantity Quantity Quantity 3c Comments 4. Complete if Makin ,a Payment to In -lieu Fee, Pro ram 4a Approval letter from in -lieu fee program is attached No 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments S. Complete,if Using a Permittee Responsible Mitigation Plan 5a If °using a permittee responsible'mitigation plan, provide a description of the proposed mitigation plan Page &of 10 PCN Form — Version 1 4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result 'in an impact withima protected riparian buffer that X No requires buffer mitigation 6b If yes, then identify the square feet of impact,to each zone of the riparian buffer that, requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f 1M 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment'to private mitigation bank, ,permittee,responsible riparian buffer restoration, payment into an approved in -lieu fee fund) The proposed Neuse River Buffer impacts are a total of 0 31 acres in size and a maximum width of 139 linear'feet, which is Iessrthama total 0 333,acres in s¢e.and a maximum width of 1,50 linear "feet At this time, the applicant proposes avoiding and minimizing impacts to riparian buffers and does not propose compensatory mitigation, however, if compensatory buffer mitigation is required, the applicant would propose payment for mitigation bank credits 6h Comments Page 7 of,10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a Does the project include or,is it adjacent to protected riparian buffers X Yes No identified within one of the NC Riparian Buffer Protection Rules 1 b If yes, 'then is a diffuse flow plan included? If no, explain why The Town of Cary is delegated authority for NCDWR Stormwater Management Plans The review an approval of the SWMP is part of the Town of Cary review process Two courtesy copies of the stormwater design notebook are included, and a copy of the final approve_ stormwater management plan will be provided to NCDWR Stormwater management for Kddaire Crossing will be accomplished by incorporating engineered stormwater beg X Yes No management practice facilities throughout the phase to capture and treat the stormwater runoff from developed areas Specific diffuse flow devices, that will be used are level spreaders in conjunction with vegetated filter strips, which are designed to remove a minimum of 40% average annual total suspended solids (TSS), and provide 30% total nitrogen and 35% total phosphorus removal 2. _ Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 75% 2b Does this project require a Stormwater Management Plan? X Yes No 2c If this project DOES NOT require a Stormwater Management,Plan, explain why 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan The proposed stormwater management plan for 'Phase 1 of Kddaire Crossing will be designed to protect the downstream environment The plan incorporates stormwater management techniques to manage both water quantity and quality aspects of site runoff Stormwater management for Kildaire Crossing will be accomplished by incorporating engineered stormwater best management practice facilities to capture and treat the stormwater runoff from developed areas A total of five (5) stormwater ponds are proposed, three (3) ponds are proposed for Phase 1 of the project, and two (2) ponds are. proposed for Phases 2 an 3 Otherstormwater treatment devices that will be used are level spreaders'in conjunction with vegetated filter strips, which are designed'to remove a minimum of 40% average annual total suspended solids (TSS), and provide 30% total nitrogen and 35% total phosphorus removal The stormwater ponds will serve the dual purpose of water quality and water quantity (ie detention) control stormwater management facilities proposed for Phase 1 have ,been sized for a 906/6 TSS removal efficiency to _The provide TSS removal to the greatest extent possible within Phase 1 of the development Since the Town of Cary is a delegate authority for NCDWR Stormwater Management Plans, the review and approval of the SWMP is part-of the Town of Cary review process 2e Who Will be responsible for the review of the Stormwater Management Plan? Certified Local Government 3. Certified Local Government Stormwater Review 3a In which local government's iunsdiction is this project? own of Cary Phase II 3b Which of the,following locally - implemented stormwater management programs X NSW USMP apply (check all that apply) Water Supply Watershed Other 3c Has the approved Stormwater Management Plan With proof of approval been attached? A courtesy copy of'the SW Management Plan will be X No provided upon approval 4. DWQ Stormwater Program Review Coastal counties HQW 4a Which of the following state - implemented stormwater management programs ORW apply (check all that apply) X Session Law 2006 -246 Other 4b Has the approved, Stormwater Management Plan, with proof of approval X No been attached? S. DWQ 401 Unit Stormwater Review 56 Does,theStormwateir Management Plan meet the appropriate., requirements? X'Yes 5b Have all of the 401 Unit submittal requirements been met? X Yes Page 8 of 1D PCN Form — Version 1 4 January 2009 F.,Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or XM the use of public (federal /state) land? lb If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or Yes No State (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If °you answered "yes" to the above, has thedocument review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter) Yes No Comments 2. Violations (DWQ Requirement) 2a Is the, site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland X No Standards, or Riparian Buffer'Ru1es_'(1`5A NCAC,26 0200)? 2bls this an after - the -fact permit application? X No 2clf you answered "yes" to one or both of the above questions, provide an explanation,of the violation(s) 3. Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably,anticipated future impacts) result X No in additional development, which could impact „nearby downstream water quality 3b If you answered "yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered "no," provide a short narrative description Kddaire Crossing Phases 1 and 2 are the first phases of a residential development in the Town of Cary Phases 1 and 2 will consist of single - family lots and associated recreation center and pocket parks Future phases will include Phase 3 of Kddiare Crossing, In addition, there is a future 40 foot Town of Cary Public Greenway easement associated °with °this project which will be constructed by the Town of Cary in the future and currently not associated with the proposed development The entire Kddaire Crossing project is a single and complete project with appropriate land use control and stormwater measures in place for specific areas which require them 4. Sewage Disposal'(DWQ Requirement) 4a 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 Waste water will be directed into an existing treatment facility operated by,Wake County, under agreement with the Town of Cary maintained sewer line ;Page 9 of 10 PCN Form,— Version 1 4 January 2009 S. Endangered Species and Designated Critical Habitat (Corps Requirement) `5a Will this project occur in or near an area with federally protected, species X Yes or habitat? 5b Have you checked with the USFWS concerning Endangered Species X No Yes Act impacts? 5c If yes, indicate the USFWS Field Office you have contacted 5d What data sources did you use to determine whether your site,would impact Endangered Species or Designated Critical Habitat? The USFWS web page (http / /www fws gov /endangered /) and the Natural Heritage virtual workroom (http / /www ncnhp orq /web /nhp /nhp- map - viewer) were accessed on June 16, 2014 to determine if the project would impact Endangered Species or Designated Critical Habitat Based on this research; the dwarf wedgemussel (Alasrnidonta heterodon — E), Michaux's sumac (Rhus michauxnr— E), and red- cockaded,woodpedker (Picoides borealis - E) are federally listed species that,occur in Wake County The northern long -eared bat (Myotis septentnonabs) is listed as Proposed Endangered Based on field inspections, it is believed that no adverse impacts to threatened and endangered species and their known habitat will occur due to the construction of the proposed project 6. Essential Fish Habitat' - (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? X No 6b What,data sources did you use -to determine whether your site would impact Essential Fish;Habitat? An interactive, map called the,Essential Fish ttp Habitat (EFH) Mapper (h / /www habitat noaa gov /protection /efh /efhmapper /) was accessed on June 16, 2014 to determine if the project will impact Essential Fish Habitat 7. Historic or Prehistoric, Cultural Resources (Corps Requirement) 7a Will this, project occur in or near °an area,that the state, federal,or tribal governments have designated,as having histonc�or cultural preservation X No status (e g , National Historic Trust designation or properties significant in North Carolina history and archaeology)? What data sources did you use to determine whether your site Would impact historic or archeological resources? A review of the list of properties and districts in the North Carolina in the•National Registry of Historic Places (hhtp / /www hpo ncdcr gov /nrlist htm) was conducted and a preliminary field assessment was conducted for the subject property Based on the review and field assessment, the proposed project will not occur in or near an area that has been ,designated as having historic or cultural preservation status by the state, federal, or tribal governments 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA -designated 100 =year floodplain? X No 8b If yes, explain how project meets FEMA,requirements 8c What source(s) did you use to make the floodplain determination? The North Carolina Flood Insurance Rate Map 3720076000J (issued May 2, 2006) was reviewed and it does not show,a 100- year,flood area or floodway located on the `subject property Page °10 of 10 Applicant/Agent's'Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization �c•®v��e. 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J !A '� 'I4� JCIM R hirAD 30 IN KILDAIRE CROSSING FR.6 """E AWH12050X.DWG � ��.aY y d SCALE: " INSET 2 - PLANVIEW Durham. Borth Carolina 17713 No.: �-. y 1 = 50' x CARP, NORTH CAROLnvA (8OO1 73U =% 8.M';cC � .ro.cam CADAMS m DATE! 05 -29 -2014 �. ..,►.-..,,.,., LF INNIXI MCI All K .. `��� /... r, . i +��s� l �� s ,�� • X �" ;Ifni I ��o oil -LIMITS OF DISTURBANCE 100 T � WETLANDS , IMPACT '1' ZONE 1 BUFFER IMPACT = 8,148 SF ZONE 2 BUFFER IMPACT = 5,858 SF ........... TOTAL .. '0 WETLAND IMPACT = 2,702 SF, 0.06 Ac. WETLAND PERMANENT 1 STREAM IMPACT = • SF , , TEMPORARY 1 NON MITIGATABLE STREAM IMPACT = 101 SF, 14 LF ZONE 1 BUFFER GRAPHIC SCALE ZONE 2 BUFFER 50 0 25 50 i 100 �� STREAM B 1 inch = 50 ft. J PROJECT "O. A WH -12050 '� 'I4� JCIM R hirAD 30 IN KILDAIRE CROSSING FR.6 """E AWH12050X.DWG � ��.aY y d SCALE: " INSET 2 - PLANVIEW Durham. Borth Carolina 17713 No.: �-. y 1 = 50' x CARP, NORTH CAROLnvA (8OO1 73U =% 8.M';cC � .ro.cam CADAMS m DATE! 05 -29 -2014 430 430 ROJECT NO AWH -12050 �Ty pry' CT I�ILDAIRE CROSSING i o i ILENAME CMDATE AWFi,12050X DWG, may INSET 2- PR ®FILE °"'''�' nm N C-M9 X719 L"°" ao18s CALE 1 " =20'H 1 " -20V i GARY, NORTH CAROLINA CADAMS -O �1����� —� 05 -29 -2014 w w w O p p 0 Cl� of , a a a a S O ORM D DR I INf�GE S I S SAN I SE E ER S S STE I I M MA H HOL I I I 0 FINISHED 52 52 NCDOT BE WITH IMPACT) 395 11 +00 I 420 42 HED GRA E I I I I I I I I I I I I 410 410 I I I I I I PIPE 0 ,B BURIED 1' T A 'LOW FO AO ATI LIFE P SSA E XIST NG RA E CL -STREAM INV OU =400 I BURIED INV OUT 399 I 14'x12'x 8" HICK L - I CLA S RI RAP 42" RC p 14 o DIS � IPAT R D TO INSTALLED F SH EXISTING GR E _ -- (� -MI IGA BLE 400 � 400 -STREAM INyI IN= 01 14' BU IED INV IN= 00 foo NON- MITIGATABLE I STREAM IMPACT 145' JURISDICTIONAL STREAM IMPACT (TOTAL 95 395 ROJECT NO AWH -12050 �Ty pry' CT I�ILDAIRE CROSSING i o i ILENAME CMDATE AWFi,12050X DWG, may INSET 2- PR ®FILE °"'''�' nm N C-M9 X719 L"°" ao18s CALE 1 " =20'H 1 " -20V i GARY, NORTH CAROLINA CADAMS -O �1����� —� 05 -29 -2014 w w w O p p 0 , a a a a S O ORM D DR I INf�GE S I S SAN I SE E ER S S STE I I M MA H HOL I I I ROJECT NO AWH -12050 �Ty pry' CT I�ILDAIRE CROSSING nm JOHIiRMcA0AM8 MANY, INC. ILENAME CMDATE AWFi,12050X DWG, may INSET 2- PR ®FILE °"'''�' nm N C-M9 X719 L"°" ao18s CALE 1 " =20'H 1 " -20V GARY, NORTH CAROLINA CADAMS -O �1����� —� 05 -29 -2014 PROJECT NO AWH -12050 �� TM JOHN RMCADAMS KILDiMRE CR ®SSIliTG �`W.� FILENAME AWH1205OX DWG 2905 MC1d1aa Pacicway n,,.hs,. NarfhCaiollna'2113 SCALE 1 "= 40'H�1 " =4v INSET 2� -- CROSS SECTIONS /'t e w c (mil ��x��3 .U1 DATE CM; , NORTH CAROLINA �.11�1I�/ ms. 07 -17 -2014 FINISH GRA E 20 420 H DW LL 410 41 XIST NG I RAD � T PI E i VER IN V' EAM IN IN =' 01 0 ED IN IN= 00 0 400 40 430 - 430 FINISHED GRADE 420 420 H AD ALL 10 410 EXI TIf�G �GR DE OUT S � IN I RIE IN 0 T= 99 400 40 1 'xl 'xl LAS 'B' RIP D 0 B INS WITH XIS IVG G ( ON MITI ATAB 395 39 SECTION B B B B SECTION A A -A 430 4 430 4 4 0 H HAT P PIP,V [ [,NVF P PT 0 THICK NCDOT STREAM - RAP DISSIPATOR 0 5 38 + +00 38 +00 GRA E 20 420 H DW LL 410 41 XIST NG I RAD � T PI E i VER IN V' EAM IN IN =' 01 0 ED IN IN= 00 0 400 40 430 - 430 FINISHED GRADE 420 420 H AD ALL 10 410 EXI TIf�G �GR DE OUT S � IN I RIE IN 0 T= 99 400 40 1 'xl 'xl LAS 'B' RIP D 0 B INS WITH XIS IVG G ( ON MITI ATAB 395 39 430 - 430 FINISHED GRADE 420 420 H AD ALL 10 410 EXI TIf�G �GR DE OUT S � IN I RIE IN 0 T= 99 400 40 1 'xl 'xl LAS 'B' RIP D 0 B INS WITH XIS IVG G ( ON MITI ATAB 395 39 'J McADAMS August 5, 2014 Mrs. Cherrie Smith NC Division of Water Resources Wetlands and Stormwater Branch 1650 Mail Service Center Raleigh, North Carolina 27699 Re: Pre - Construction Notification — GC 3890 & Neuse Buffer_ Authorization Request Kildaire Crossing Cary, Wake County, North Carolina AWH -12050 Dear Mrs. Smith: On behalf of Ashton Woods Homes, McAdams is submitting a Preconstruction Notification for approval of 401 Water Quality General Certification 3890 and authorization certificate per the Neuse River Buffer Protection Rules associated with the project known as Kildaire Crossing. The subject property is located off of Arthur Pierce Road and Chaumont-Drive Within the ETU of the Town of Cary, North Carolina, but not within the Town limits. The project lies Within the Neuse River Basin. The following attachments are included as part of this permit application: • Signed Agent Authorization • Fig. 1 - USGS Quad — Apex • Fig. 2 - Wake County Soil Survey (Sheets: 66 & 67) • Fig. 3.1 - Existing Conditions • Fig. 3.2 - Existing Conditions w/ aerial • Preliminary Jurisdictional Determination (AID# SAW- 2013- 01603) o Neuse River Buffer Determination (NBRRO# 13 -159) • Jurisdictional Determination Plat The John R. McAdams • Pre - Construction Notification Company, Inc. • Fig. 4 - Overall Impact Map (Overall Site Plan) • Inset 1 (Plan View) Raleigh / Durham, NC' • Inset 2 (Plan, View) 2905 Mendian Parkway • Inset 2 '(Profile° VieW) Durham, North Carolina 27713 • Inset 2, (Cross Sections) (919)1361 -5000 • CourtesyCopy of;Stormwater Management Plan (two copies) • Grading ,and Storm Drainage Plan (Sheets C-4,-C-9 through C- Charlotte, NC 11; two, full size copies and three 11 x 17 copies) 11301 Carmel Commons Blvd, Suite 111 Charlotte North Carolina 28226 (704) 527 -0800 McAdamsCocom Designing Tomorrow's Infrastructure & Communities Mrs. Cherrie Smith Kildaire Crossing August 5, 2014 Page 2 of 6 PROJECT HISTORY & EXISTING CONDITIONS: Mr. Martin Richmond (DWR representative) issued a Neuse River Buffer Determination on May 31, 2013 (NBRRO# 13 -159). Mr. David Shaeffer ( USACE representative) issued a Preliminary Jurisdictional Determination on February 3, 20,14 (SAW- 2013 - 01603). The subject property lies' within the Neuse River basin and within the ETJ of the Town of Cary, but not within the Town limits. The current land use designation for the property is Low Density Residential (LDR), and the current Wake County zoning is R -30 Residential. Land use within the vicinity of the subject property is residential, commercial, agricultural, and forested areas. Approximately 60 percent of the subject property can be characterized as agricultural farm land which, contains a residential structure and sheds used to store farm equipment and is primarily within the western section of the property. The remaining 40 percent can be generally characterized as a Dry Mesic Oak - Hickory Forest within the upland areas and a Piedmont Bottomland Forest within the wetland areas according the NC Natural Heritage Program classification system. The upland forested and wetland forested areas are located within the eastern section of the subject property. A pond feature was observed within eastern section of the subject property during an on-'site field concurrence meeting conducted on May 31, 2013 with both the USAGE (USAGE AID# SAW- 2013 -01603; dated February 3, 2614) and NCDWR (DWR Project Number NBRO# 13 -159; dated July 10, 2013) representatives. Since May 31, 2013, the dam associated with the pond feature was breached and an emergent wetland community has developed at the toe of slope of the former pond feature. PROPOSED PROJECT: The proposed Kildaire Crossing development is a single family residential subdivision which will be constructed in three phases and will include roads, utilities, city sewer, and storm water management facilities. The proposed development will consist of approximately 125 single - family lots and associated recreation center and pocket parks. In addition, there is a future 40 foot Town of Cary Public Greenway easement associated with ,this project which will be constructed by the Town of Cary in the future ,and currently not associated with the proposed development. The Kildaire Crossing ,residential development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent to Arthur Pierce Road, Phase 2 located within the central and eastern section, and finally Phase 3 ,located in AWH -12050 Mrs. Cherrie Smith Kildaire Crossing August 5, 2014 Page 3 of 6 the southeastern section of the project. Construction of Phases 1 and 2 will occur first. To gain access to Phase 3, a proposed road crossing aligned across an unnamed tributary to Camp Branch (existing Stream Feature B). As a result, there are proposed wetland, stream, and ,riparian buffer impacts associated with the road crossing. Additional impacts to the unnamed tributary to Camp Branch or to additional wetlands and streams, located within the project area are not proposed. Impact Table *Note: Temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the existing grade of the stream bed Stormwater Ma nag The proposed stormwater management plan for Phase 1 of Kildaire Crossing will be designed to protect the downstream environment. The plan incorporates stormwater management techniques to manage both water quantity and quality aspects of site runoff. Stormwater management for Kildaire, Crossing will be accomplished by incorporating engineered stormwater best management practice facilities to capture and treat the istormwater runoff from developed ,areas. A total of five (5) stormwater ponds are proposed; three (3) ponds are proposed for Phase 1 of the project, and two (2) ponds are proposed for Phases 2 and 3. Other stormwater treatment devices that will be used are level spreaders in conjunction with vegetated filter strips, which are designed to remove a minimum of 40% average annual total ,suspended solids (TSS), and provide ,30% total nitrogen and 35% total phosphorus removal. The stormwater ponds will serve the dual purpose of water quality and water quantity (ie. detention) control. The stormwater management facilities proposed for Phase 1 have been sized for a 90% TSS removal efficiency to provide TSS removal to the greatest extent _possible within Phase 1 of the development: Since the Town of Cary is a delegated authority for NCDWR Stormwater Management Plans, the review and approval of the SWMP is part of the Town of Cary review process. AWH -12050 Kildaire.Crossin Permanent Stream Impact: 131 Imear, feet Temporary Stream Impact*: 141mear feet Total Wetland Impact (Ac): 0 06 acres, Zone 1 Neuse,River Buffer Impact: 8,148, square feet 0 Macres Zone 2 Neuse River Buffer Impact: 5;858 square feet (0 13 acres *Note: Temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the existing grade of the stream bed Stormwater Ma nag The proposed stormwater management plan for Phase 1 of Kildaire Crossing will be designed to protect the downstream environment. The plan incorporates stormwater management techniques to manage both water quantity and quality aspects of site runoff. Stormwater management for Kildaire, Crossing will be accomplished by incorporating engineered stormwater best management practice facilities to capture and treat the istormwater runoff from developed ,areas. A total of five (5) stormwater ponds are proposed; three (3) ponds are proposed for Phase 1 of the project, and two (2) ponds are proposed for Phases 2 and 3. Other stormwater treatment devices that will be used are level spreaders in conjunction with vegetated filter strips, which are designed to remove a minimum of 40% average annual total ,suspended solids (TSS), and provide ,30% total nitrogen and 35% total phosphorus removal. The stormwater ponds will serve the dual purpose of water quality and water quantity (ie. detention) control. The stormwater management facilities proposed for Phase 1 have been sized for a 90% TSS removal efficiency to provide TSS removal to the greatest extent _possible within Phase 1 of the development: Since the Town of Cary is a delegated authority for NCDWR Stormwater Management Plans, the review and approval of the SWMP is part of the Town of Cary review process. AWH -12050 Mrs. Cherrie Smith Kildaire Crossing August 5, 2014 Page 4 of 6 AVOIDANCE & MINIMIPZA'TION: Impacts to jurisdictional streams and' wetlands have been avoided and minimized to the maximum extent practicable for Kildaire Crossing; however, due to required infrastructure improvements there are proposed impacts. The Kildaire Crossing residential development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent to Arthur Pierce Road, Phase 2 located within the central and eastern section, and finally Phase 3 located in the southeastern section of the project. Construction of Phases 1 and 2 will occur first, and have avoided impacts to Stream Feature A and Wetland Features A and B located within the northern section Phase I (see Inset 1). Phase 3 is separated from Phase 1 and 2 by an existing stream feature (Stream Feature B). In order to ,gain access to Phase 3, a road crossing connecting the phases is proposed. Various road crossing alternatives, were examined giving consideration to traffic from one neighborhood to the next, geometric design considerations, and minimizing impacts to stream, wetland, and buffer features. There is an existing neighborhood located to the north of the project along Chaumont Drive and another neighborhood located to the south ,along Belnap Drive. The neighborhood along Chaumont.Drive connects to Ten -Ten Road and major secondary arterial road, while the neighborhood along Belnap Drive, connects to Holly Springs Road which is another major secondary arterial road. The concern is that if there was a direct road connection between Chaumont Drive and Belnap Drive, motorists would use the road connection as a cut through between the neighborhoods to access Ten -Ten Road and Holly Springs Road. Therefore, the road connection was offset to the east, crossing Stream Feature B, in ,an effort to limit traffic through the neighborhoods. As mentioned before, since the May 31, 2013 on -site field concurrence meeting, the dam associated with the pond feature was breached and an emergent wetland community (Wetland Feature H) has developed at the toe of slope of the former, pond feature. A direct road connection between Chaumont Drive and Belnap Drive would ultimately impact Wetland Feature H,, Stream Features B' and BI, and the riparian buffers associated with the stream features causing for a greater, amount of impacts to these regulated features. Therefore, a road alignment which crossed Stream B perpendicularly and impacted the least amount of stream, wetland, and riparian buffer areas was examined. AWH -12050 Mrs. Cherrie Smith Kildaire Crossing August 5, 2014 Page 5 of 6 Reduction, efforts in the road crossing width were made to further minimize impacts. The road crossing proposes to 'impact 145 linear feet of Stream Feature B, 0.06 acres of wetlands (Wetland Features E and F), and 0.31 acres of riparian buffer. It should be noted that of ,the total 145 if of stream impact; 14 if will be temporary impacts associated will a, rip -rap disssipator pad which will be installed flush with the existing grade of the stream bed. Therefore; only 131 if of the stream impacts will be permanent. The location of the road crossing was also selected so as to avoid impacts to a`higher quality section of Stream Feature B, as well as to avoid FEMA 100 -year floodplains, further downstream. The section of Stream Feature B where impacts are proposed is ,deeply incised, and is of relatively low quality compared to the downstream section located within the floodplain. SUMMARY: Phase 3 of the Kildaire Crossing project is separated from Phase 1 and 2 by an existing stream feature (Stream Feature B). Various road crossing alternatives were examined giving consideration to traffic from one neighborhood to the next, geometric design considerations, and minimizing impacts to stream, wetland, and buffer features. The location of the road crossing was also selected so as to avoid impacts to a higher quality section of Stream Feature B, as well as to avoid FEMA 100 -year floodplains, further downstream. The section of Stream Feature B where impacts are proposed is deeply incised, and is of relatively .low,quality compared to the downstream section located within, the floodplain. Reduction efforts in the road crossing width were made to minimize impacts. The road crossing proposes to impact 145 linear feet of Stream Feature B, 0.06 acres of wetlands (Wetland Features E and F), and 0.31 acres of riparian buffer. It should be noted that of the total 145 If of stream, impact; 14 if will be temporary impacts associated will a rip -rap dissipator pad which will be installed, flush with the existing ,grade of the stream bed. Therefore, only 13;1 if of the stream impacts will be permanent. The proposed project is a single and complete project and confined within the property boundary. Appropriate land, use control measures will be in place for areas which will require them. Additional impacts to streams and wetlands located on the property are not proposed. At this time, the applicant proposes avoiding and minimizing impacts to waters of the U.S. and does not ,propose compensatory mitigation; however, if compensatory stream and wetland mitigation is re_ quired, the applicant would propose payment for mitigation bank credits. AWH -12050 Mrs. Cherrie Smith_ Kildaire Crossing August 5, 2014 Page 6 of 6 At this time, we are requesting approval that the proposed construction activities associated with , Kildaire, Crossing project are authorized under 40,1 Water Quality General Certification 3890 and the Neuse River Buffer Protection Rules. Consideration of this project is greatly appreciated. If you should have any questions or require additional information, please do -not hesitate to contact me at (919) 287=0890. Sincerely, The John R. McAdams Company, Inc. George Buchholz, REM, PW Environmental Consultan ro.ect,Manager Attachments: Listed, above AWH -12050 'J WADAMS AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Property Owner Name: 1 OIL Address: 4'71 Phone: q11 Project Name/D+ Project Number: Date: A, U.S. Army Corps of Engineers Attn: David Shaeffer Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Re: Wetlands Related Consulting and Permitting To Whom It May Concern: I hereby designate and authorize The John R. McAdams Company, Inc. to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc, from this day forward. I, the undersigned, a duly authorized owner of record of the property /properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigation and issuing a determination associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by The John R. McAdams Company, Inc. staff. 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J 1� -- p V) ° \ \ W 1 _ Z O L� O `�. N w °�m to L a cQ Y ° / J U1 low / \ i (sa argil arao sv U II N m I w F a / z Q h Q `. ✓ O z Q CL w t0 / L� / I F: z W / ' L / W Z 0 J - W / fw- F- W W -1 U-� F� N^ ^ 0 / 0 Z W of - W W O O� 0_ I O Nf / 00 o LL W Z - lIi 0 Q c0 tea, D d � r r� lL Q � X 0 § O w F- 00 Q m 0 r I wc�i n 0) o QO W Q m QOM rm I a ` t%� n Cp co fD W aO �.L U Z O a- Q O to k ", {�• / ` . ; F- fro m `�j° `o `M° �` p O o f� Q (n .. O Z .. 0 LLJ LZ w�c nNP04 Q Q Q Q NmQ �� LL) 3 70z Cl) I I W J< Z S WD N o ma ,°o o °n °n � O ~�1 O ¢ w� wV) m V) < f / - Ll1 � a ? r r, n r, � F— 3 ~ 0 a: z w Z Z N .. 0 N � ,.x. / J V) o o o o V) F- F- ■ IJ.S. ARMY CORPS' OF ENGINEERS WILMINGTON DISTRICT Action Id. ,SAW_2013 -01603 County,. Wake U.S.G S. Quad- NC -APEX NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: ,Address: Size (acres) 64 Nearest Waterway Came USGS RUC 3020: Stephen Thomas 1925 Mount View Church Road Moncure,�North Carolina, 27559 Nearest Town Apex Branch River Basin Upper Neuse 101 Coordinates Latitude: 35.6963 Longitude. - 78:7859 Location description: The subject property is located 150 feet east of the intersection of Beckford Road and Arthur Pierce Road (PIN: 07'60281689 and 0760386433). Indicate Which of the Following Apply: A. Preliminary Determination X Based on preliminary information, there may be wetlands-on the above described property. We strongly suggest you have this property,inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process, (Reference 33 CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination _ There are Navigable Waters of the United States within the above described property`subject to the permit requirements of Section 10 of the Rivers.and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination, may be relied upon for a period not to exceed five years from the date of this notification _ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from,the date of this notification _ We.,stronglysuggest`you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the,Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you.may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps. _ The waters, of the US. including wetlands on your pioJect area have been delineated and the delineation has been verified by the Corps We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed, and verified by the Corps Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years _ The waters of the U S. including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on Unless there is a change in the law or our published 'regulations, this determmation may be °relied upon for a period not to exceed five years from the date of this notification _ There arbiao waters of the U.S to include wetlands, present on the above.described project area which are subject to the permit "requirements of Section 404 -of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published: ' regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification Page 1 of 2 _ The property is located in one of the 20 Coastal Counties subject,to regulation under the Coastal,Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to determine their requirements. Placement of dredged -or fill material within waters of the US and/or wetlands withouVa Department of the Army permit-may constitute a violation of Section 301 of the.Clean Water Act (33 USC § 1311) If you have any questions' regarding this determination and/or the Corps regulatory program, please contact David Shaeffer at-919-554-4884 X31 or David.L.S haefferQusace. a rmy. m i l: C. Basis For Determination:, Based on informatiomsubmitted by the applicant, the site apoears to exhibit criteria for waters of the U.S. as defined in 33 CFR 328.3 the 1987 Wetland Delineation Manual, the Regional Supplement to the 1987 Manual: Eastern Mountains,and Piedmont v2.0, the Ravanos- Carabell Guidance. and Regulatory Guidance�Letter 05-05. D. Remarks: None. E. Attention USDA Program Participants This delineation/determination has been conducted to °identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions ofthe Food Security Act of 1985. If you or your tenant are USDA' Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only,to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an. approved jurisdictional determination' for the above'describedtsite. Ifyou oblectto this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notificationof Appeal,Process (NAP) fact sheet and;request for appeal (RFA) form. If yowrequest4b appeaLthis determination yowmust submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303 -8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5; and that it,has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by N/A * *It is,not necessary to submit an RFA form to the Division Office if you do not object to the determmation,in this correspondence. ** Corps Regulatory Official: Date., February 3. 2014 Expiration Date: February 3, 2019 The Wilmington District is committed to providing the highest level of support to the public. To,help,us ensure we,conhnue to do,so, please complete the attached customer, Satisfaction Survey or visit htto / /per2 mvp usace army md1survey html to' complete,the survey online Copy furnished: EcoEngineering George Buchholz Post Office Box 14005 Research TriangleTark, NC, 27709 kpplicant: Stephen Thomas File Number• SAW-2013-61603 Date: February 3, 2014 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A ❑ _PROFFERED PERMIT, (Standard Permit or Letter of permission) B ❑ PERMIT DENIAL - C APPROVED JURISDICTIONAL DETERMINATION D 'PRELIMINARY JURISDICTIONAL DETERMINATION E 7A a f � -A ffillfffiffiAo 91 1 sr 0 mgak-,�Mfi s Fol W" � ME A: INITIAL PROFFERED PERMIT. You may accept or object to the permit. • ACCEPT- If youxeceived a Standard Permit, you may sign the,permit document and return it to the district engineer for final authorization. If yowreceived,a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or�acceptance of the LOP means that you accept theipermit in its entirety, and waive A rights to appeal theipermit, including its tenns and conditions, and approved jurisdictional determinations,associated with the permit. • OBJECT: If you object-to the permit (Standard or LOP) because of certainlerms and conditions therein, you may request that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date,of this notice,.or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the,district engineer will evaluate your objections,and may: (a),modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or�(c) not modif y the,permit having, determined'that the pen-nit should'be issued'as,previousty. written. After evaluating your objections, the district engineer will send'you a proffered permit for yourreconsideratign, as, indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final -authorization. If you receivdd,a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on, the,Standard Permit or acceptance of the LOP means that you accept the,permit in its entirety, and waive all rights to appeal the permit including its terms,and conditions, and,,approved jurisdictional determinations- associated, with the permit. • APPEAL: If you choose to decline the proffered1permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form-to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the division engineer. Thisfiorm must be, received by the division engine& within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD,or provide new information. • ACCEPT: You do not need to notify the Corps to accept,an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety,, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal PrGcess.by completing Section 11 of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date,of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed), by contactingthe Corps`district for further instruction. Also you may'provide new information for further consideration by the Corps to reevaluate the JD. ;�gr�a. yyFr1, ,. va. ,ry�.3�.` := r.'�'•."��x`-`; .4i ..0 l: it �r �SvS. ^' .'''.r`31���ikvi." -...1` \i.��",.. � "r. a'�' �.�ci.�'Z: v.,,..X'? ay.'r. -i•- -+- .°4.�'�i � 4�,�'`Y�.. ? ".F uk=� _ .�i.4 ;y r�..\,= 1c4<y°". ,``j�, YLiF`: y \-f `Ff6$: Tx z `y : ,� - �•'. -,.=1 fi.'.• -iiµ" csk _ _ _ _iY.`•_} 4 �Y -: '�:4 >. iJI P-R;QFFLI Sl It )ZE : iJIrSt1{ Ol .APPE OBJECTIOI�IS T0; Ai A- REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit.in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections, are addressed in the administrative record.) ADDITIONAL INFORMATION: The,appeal is limited to a reviewrof the administrative record, the Corps memorandum for the record ofthe appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information,or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. R � �w ^T rO `�_y',y -±iy r O7`� .ter' �.2 '`�.,,CcYrI Y- ""`.:.s.Y, mil'` ".;^�s 's: z�_• +r,:^ 3r a:- ,ate -c; Sam °i``'a `1'lSZpy r: �lLU.7- If you have questions regarding this decision and /or the If you only have questions regarding the appeal process you;may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer Attn: David L. Shaeffer CESAD-PDO U.S. Army Corps of Engineers, South Atlantic Di'vi'sion 60 Forsyth Street, Room IOM 15 'Atlanta, Georgia 30303 -8801 Phone:, 404 562 -5137 RIGHT OF ENTRY: Your signature below grants the right of entry, to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will bb provided a 15 day notice of any site investigation, and will have the opportuni!X to participate,in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina 28403 For,Permit,d°enials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801 Phone: (404) 562 -5137 ATTACHMENT PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION, A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): May 17, 2013 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: George Buchholz, EcoEngineering — A division of the John R. McAdams Compnay, 2905 Meridian Parkway, Durham, NC 27713 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: ,D. PROJECT LOCAT,ION(S) AND BACKGROUND INFORMATION: The Jones Farm Property is approximately 64 acres in size,and, is located at 3325 Arthur Pierce Road in Apex, North Carolina. The property is located approximately 0.5 miles southeast of the intersection of Kildaire Farm Road and Ten -ten Road. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State:NC County /parish/borough: Wake City: Apex Center coordinates,of site (lat/long in degree decimal format): Lat. 35.6972434° N, Long. 78.7902421° W. Universal Transverse Mercator: Name of nearest waterbody: Camp Branch Identify (estimate) amount of waters in the review area: Non - wetland waters: 2,749 linear feet: 4 width (ft) and /or acres. Cowardin Class: Riverine Stream Flow. Perennial Non - wetland waters; 429 linear feet: 2 width, (ft) and /or acres. Cowardin Class: Riverine Stream Flow: Intermittent Non - wetland waters: linear feet: width (ft)' and /or 0 269 acres., Cowardin Class: Palustrine Unconsolidated Bottom Stream Flow: Perennial Wetlands: 10.33 acres. Cowardin Class: Palustrine Forested Name of any water bodies on the site that have been identified as Section 10 Waters: Tidal: I Non - Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK.ALL THAT APPLY): ❑ Office (Desk) Determination. Date: Field Determination. Date(s): �J'ap 13 1. The Corps of Engineers believes that there may be jurisdictional waters ofthe United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or, other, genera permit verification requiring "pre- construction notification" (PCN), or requests verification for a non-,reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization .based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option °to, request an approved JD before accepting the terms and conditions ofthe permit authorization, and that basing a- permit authorization on an approved JD could possibly' result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to� request an individual permit rather than accepting the terms and conditions of the NWP or,other general permit authorization; (4) that�the applicant can accept a,permit authorization and thereby agree to comply with all the terms and conditions of that,permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without'requesting an approved JD constitutes the applicant's acceptance of the use ofthe preliminary JD, butthat either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes.agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters ofthe United States, and precludes any challenge to such- jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative, appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial,can be administratively appealed pursuant to 33 C.F.R. Part 331', and that in any administrative appeal, jurisdictional issues can be raised (see 33 2 C.F.R. 331.5(a)(2)). If, dunng that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will' provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be "'waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD.(check all that apply - checked items should be included in case file and, where, checked and requested, appropriately "reference sources below): ® Maps, plans, plots or plat submitted by or on behalf of the applicant/Consultant: ® ,Dat'a sheets prepared /submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets /delineation report. ❑ Office does, not concur with data sheets /delineation report. ❑ Data sheets, prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S Geological Survey Hydrologic Atlas: ❑ USGS N_HD data. ❑'USGS'8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale &.quad ,name:1" = 2,000', Apex Quad. ® USDA Natural Resources Conservation Service Soil Survey. Citation: Wake County Soil Survey. ❑ National wetlands inventory map(s). Cite name: ❑ State /Local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑, Photographs:,❑ Aerial (Name & Date): or ❑ Other (Name & Date): ❑ Previous determination (s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. 3 L �- - A- 9-1V20 i4 Signature and date of Regulatory Project Manager (REQUIRED) �of� ature and date /� 9 person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Table 1 = Jones Farm Prooertv Preliminary Jurisdictional Determination Estimated Site Cowardin amount of Class of number Latitude Longitude. Class aquatic aquatic resource in resource review area Camp 35.695648 78.781975 R3UB1 1110 linear feet section 404 — Branch stream, non - wetland Stream 35.698325 78.787369 R4UB2 220 linear feet 'section 404 — Feature stream; non - A wetland Stream 35.695175 78.782983 R3UB1 1,369 linear section 404— Feature feet stream; non - B wetland Stream 35.695529, 78.782791 ' R3UB1 272 linear feet section 404 Feature stream; non - C wetland Stream 35.695688 78.785977 R4UB2 209_ linear,fee_t section 404 — Feature stream; non- D wetland Wetland 35.698483 78 787123 PF04a 1.375 sq ft section 404 — Feature wetland A Wetland 35.698214 78.788879 PF04a 3172 sq ft section 404 — feature wetland B Wetland 35.695968 78.781851 PF04a 428015 sq ft section 404. — Feature wetland C _ Wetland 35.695332 78 783213 PF04a 1646 sq ft section 404 — Feature wetland D Wetland 35.695258 78 783503 PF04a 620 sq ft section 404 — Feature wetland E Wetland 35.695414 78.783834 PF04a 2063 sq ft section 404 — " Feature wetland F Wetland 35.695450 78.784523 PF04a 1312 sq ft section 404 — Feature wetland G Wetland' 35.695548 78.786021 PSS4a 12069 sq ft section 404 — Feature wetland H V�IliQ�J ABIDN BidJ . memm•sm�mm MOLLFZNyi3Q imoupiaepw ° •� aRa 6 uu a u 6u3a� �T�I�d ®lid Yo�3 S:31�I ®1' L I' -co -b loZ 31 01dl �w�•v�.e►ess- ss�rooe� $�f%Q�� V�T n��% �T� d�HTY1i1NyOTLL�VT��11�'I�Q Q�NH�'L%iMAA I�% �TM�T 68 0.3 •••N *-on -" y i nou r o 1 J�1 oN L7�id�.l oo mill tl A 1, Au r o AO itL cxL •Ooc = ° t 31v3s sttt LM-090Z l -HMV VIB GKvtr4 ifXD mu ��IS� ®�� �Q� 3NYN37Id Y OSOZL -HMV ON 1J3FOMd o a� a � L 0- O 7 W, 0 vl, N o O 7 to N' a a c C p J C O o C > O N N N a �En En O T O c v o C `O , U N O o O-' z a O N Y 0 U 3 � a w p O W � N W � i p. a z T w a`) U N �� 6B OYN OIUD m Lu (, O N N N h U � U� Q O O p1 t, TO '0 7W O) Q) O p 2 CO �- 0001-'(00 M M, M (N h d N I I °'o°°'6t8, -C S _c c I 1 o-0 I I v � 7 C, V) O O I a� 'o o. 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N cD O O CD LD .0 O LD .0 O N LD O c0 c0 cD LD O O O O, ,ct, N N N N N N ;T ' q N N N N N N N N N N N N N N N N 0 N N 0 0' N Ld' C) N O N O N O N O N O N O N o N o N 0 N 0 N 0 N 0 N 0 N 0 N 0 (V I 0 0 N N 000 N N N sU O LD LD LC O c0 cD m i m LO m LD LO cD O m LD 0 O Lo tD cD m O i NC®ENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat Mccroy Thomas A Reeder John E Skvada, III Governor Acting Director Secretary July 10, 2013 George Buchholz Eco,Engmeering 'PO Box 14005 Reasearch Triangle Park, NC '27709 Subject Surface Water Determination Letter NBRRO #13 -159 Wake County Determination`Type 5 Buffer Call Isolated or EIP Call ® Neuse (15A NCAC 2B 0233) Start@ Stop(g ❑ EphemeraVIntermittent/Perenrnal' Determination ❑ Tar - Pamlico (15A NCAC 2B 0259) A ❑ Isolated Wetland Determination ❑ Jordan (15A NCAC 2B 0267) DW Flag Project Name Jones Farm Tract Location/Directions Subject property is an existing agriculture`use/residential tract located at 3325 Arthur Pierce Rd in Wake County i , Subject Stream UT to and Camp Branch Determmation Date: May 31, 2013 Staff- Martin Richmond Feature E/UP* Not Subject Subject Start@ Stop(g Sod Survey USGS To o A X DW Flag X X B X Pond D Outfall X X C I X D I X Property Line Existing,Farm Rd Crossing X X Pond D X X X F, (add Pond X X X Cary ma - afar !y North Carolina Division of Water Quality Raleigh,Regronal Office Surface Water Protection Phone (919) 7914200 Gustomer Service Irdemet wurwwwatarquablyoig 1628 Mail Service,Center Raleigh, N027699 -1628 FAX (919),5714718 '1-877 -623 -6748 An Equal;OppotindylAf ff at ve Acbon' Employer — 50% -Recyded/10%lPost,Consumer,Paper 3ones Fdfm Tract Wake' County' July 10,2013 .Page 2 of 2 %LP = Ephemera!/IntermittentIPerennial Explanation- The feature(s) hsted,above has or have been located on the Soil Survey of Wake County„ North Carolina or the`most recent copyof the USGS Topographic map at a Y24,000 scale Each feature ihatis checked "Not Subject" has been determined`not to be,a stream or ismot present on the property Features that are checked "Subject" -have been located on the property and possess characteristics that4qualify it to be•a stream There,may be other streams located on your property that do'not,show�up,on,the maps referenced above but, still may be considered junWictional accordmg'to the US Army Corps of Engineersiand/or'io-the Division, of Water Quality This" on; §ite deteraiination, shall, expire five,(5) years from the,date,of 'this, letter Landowners, or affected parties that dispute aidetermination made bythe DWQ or Delegated Local Authonty, may request•a determination by,the Difector.,An appeal request must be made within sixty (60) days of date of this letter or-from the, date the affected P (uiciu-uding down§tr'eam and/,or adjacent owners) is,notified of this letter A request for a determination by the D;rector•shall b6refefred to the Director in writing c/o Karen Higgins; DWQ, WeBSCaPe Unit, 1650 Mad Service Center, Raleigh, NC' 2,7699 This determination is final and binding unless,-as detailed above, you ask fortaibearing or appeal witbanisixty (60) days' The owne_f /future,dwners should notify the Division of Water Qnahty (including any other Local, State; and.Federal Agencies) of this decision concerning any,1fdtuFe-corre7spogdences regardnng',the subject prop erty. (stated,above) This pioject may require'@ Section 404/401 Permit for,the propo§edlactiyrtty Any- nquiries•should be directed to the Division of Water Quality (Central Of_fice),ai (919}807, -6300, and the, US Army Corp of Engineers�(Ralaigh Regulatory Field Office) at (919 }5544884 , If you have questions regar'ding,this determination,iplease feel ,flee to contact Martin- Richmond ai (91'9) 791 -4200 0 Respec fly, Danny Smith Regional Sup isor cc RRO /SWP File Copy s_ an l a� i I r i aN r , _ `I • v • r f s ti of i / 1• t � r U569, '73 GVADRAN6LE, APFA NCI 4 OR!°1I15®7 148'1 35b9"i2434•N, 78.'1902421 •W FIGURE 1. 11SOMS hfikp r�aacT Mo AMi -12050 • mmm`AWi12090X.D JONES FARM PROPE'I'Y EllEcoEngineedngng ,- _ zo, JURISDICTIONAL DELINEATION• • cn SAM OS -10 -13 CU. NORZH CAIiOIiNA MN�Ir.w„p,� _.IYrr IIr Mw mill. !0 af v? xl , r if N, N E--- - FRm="*' AWH-12050 Fav"'AVM12060XDW( V - 500' MIL 05-10-13 1 E--- � 'zm" w A"" -,�° _ JONES +A N PROPE$IY AEc*Engineen,*ng �AWN12o5ox A@A�t�f7YlAb1 Wbmi� d 1 • - 300 JURISDICTIONAL DELINMMON 9 ' 01° 05 -13-13 CART MGIUH CARMM&