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Home My WebLink About20090195 Ver 1_401 Application_20090209 i", "~,,,",.I=:, -- -...... ..::: \,,;" " ... ENVIRONMENTAL SERVICES, INC$ PAl D 1022 Grandiflora Drive, Suite 250 - Leland, NC 28451 ~' 0- r-~ \\:1712 m\ 910-383-6021 illl5~~L~::~lL ,-, ,~-, ~l 9~0-383-6049 ~ax. U\.i FEf3~! b 2009 www.envlronmentalservlceSlDc.com !)~Nk - WATEh ~l,AL\1 Y CH V/ETLAHDS MID SiORMWA1ER BRAN LETTER OF TRANSMITTAL TO: '"D vJ Q DATE: "2,'25"0, I JOB NO:/cl c> " oZ.9. c>( RE: V,' ( I.,c- ?Crv CYfr~.d WE ARE SENDING YOU Attached Under separate cover via the following items COPIES DATE DESCRIPTION > ref, C> ~ pctJ A ""It c)riP- .Q. '-1 0 , . THESE ARE TRANSMITTED as checked below: ~ app~va9 Approved as submitted F or your use Approved as noted As requested Returned for corrections Resubmit _ copies for approval Submit _ copies for distribution Return _ corrected prints For review and comment For bids due 2005 Prints returned after loan to use REMARKS: Please contact me should you have any questions or need additional information. Thank you for selecting ESI to assist with your environmental consulting needs. From: Matt K. Smith Copy to: . ".,~.......,",o,>!t'.".....;",", .. '. . '. :') 9 - 01 9 5 m o~ WAIE:-9 o~mg.o..c. f2 r- > - _ . ~-i Cl~~,"," ~?~;~ ~o l~l' (C~ r:~, ~:;;/,jf~ inl , ......... '_'n,""_ L5JI ~ !J F j: LJ Y " Z!J'ng _,U .' u ,) ~ . " Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 102008 DENk 'Mn::f Cl:ALlTY WETLAlmS AND SiORMWATER BRr'\NCH Pre-Construction Notification (PCN) Form A. Applicant Information ~ PAID 1. Processing n- - 1 a. Type(s) of approval sought from the [gI Section 404 Permit D Section 10 Permit Corps: 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? DYes [gI No 1 d. Type(s) of approval sought from the DWQ (check all that apply): [gI401 Water Quality Certification - Regular D Non-404 Jurisdictional General Permit o 401 Water Quality Certification - Express D Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: DYes [gI No DYes [gI No H. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation [gI Yes DNo of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h [gI Yes DNo below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? DYes [gI No 2. Project Information 2a. Name of project: Cypress Village Subdivision 2b. County: Carteret 2c. Nearest municipality / town: Newport 2d. Subdivision name: Cypress Village 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Meadows Branch Development, LLC 3b. Deed Book and Page No. DB: 1253 PG: 384 3c. Responsible Party (for LLC if Ray Murdoch applicable): 3d. Street address: 505 Crestwood Drive 3e. City, state, zip: Newport, NC 28570 3f. Telephone no.: 252-725-1226 3g. Fax no.: 3h. Email address: rmurdoch002@ec.rr.com Page 1 of 12 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: D Agent D Other, specify: 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 Information (if applicable) 5a. Name: Michelle Benton, P.E. 5b. Business name Municipal Engineering Services Company, P.A. (if applicable): 5c. Street address: P. O. Box 828 5d. City, state, zip: Morehead City, NC 28557 5e. Telephone no.: 252-726-9481 5f. Fax no.: 252-222-0776 5g. Email address: mbenton@mesco.com Page 2 of 12 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parceIID): 633920717479 1b. Site coordinates (in decimal degrees): Latitude: 34.8066 Longitude: - 76.8762 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 20.72 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Unnamed Tributary to Shoe Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: White Oak River 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 site is currently undeveloped and sparsely forested with primarily longleaf pine with pond pine and bald cypress becoming more prevalent in wetland areas. Evidence of past land use for timber harvesting is present but the current land cover of pines does not appear to be result of silvicultural reforestation activities. The current land cover is best described as a mixture of longleaf pine forest and pond pine forest with scattered bald cypress within wetland areas and the current land use is best described as unused/unmodified lands. 3b. List the total estimated acreage of all existing wetlands on the property: 8.24 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0.0 3d. Explain the purpose of the proposed project: This project proposes to construct a residential roadway to provide access to 28 residential lots and 1 lot dedicated as open space within the Cypress Village Subdivision. 3e. Describe the overall project in detail, including the type of equipment to be used: The applicant is proposing to develop the property into a subdivision containing 28 building lots and 1 lot dedicated for open space. The subdivision will be accessed from Masontown Road following an existing powerline easement. The road proposed is of the minimum width necessary to safely access the homesites. In addition, standard roadside ditches, curb & gutter, and sidewalks were eliminated in favor of grassed roadside ditches that both decrease the footprint of the roadway and provide stormwater management. The 28 building lots are of sufficient size and layout to be built upon without requiring additional impacts to jurisdictional wetlands. Construction of the development will be accomplished using standard mechanized clearing equipment. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? C8J Yes DNo o Unknown Comments: A signed jurisdictional plat for the property was obtained from the USACE 4b. If the Corps made the jurisdictional determination, what type o Preliminary C8J Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Environmental Services, Inc. Name (if known): Matt Smith Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Action ID 2008-02703 (November 4, 2008) Page 3 of 12 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 5. Project History 5a. Have permits or certifications been requested or obtained for I 0 Y rgJ No o Unknown this project (including all prior phases) in the past? es 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? I DYes rgJ No 6b. If yes, explain. Page 4 of 12 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ~ Wetlands o Streams - tributaries o Buffers o Open Waters o 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 jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary (T) W1 ~ POT Fill Headwater o Yes ~ Corps 0.08 Wetland ~No ODWQ W2 ~POT Fill Pine Flat ~Yes ~ Corps 0.19 DNo DDWQ W3 ~ POT Fill Isolated ~Yes o Corps 0.16 * Depression ONo ~DWQ W4 0 POT o Yes o Corps ONo ODWQ W5 0 POT o Yes o Corps ONo ODWQ W6 0 POT o Yes o Corps ONo ODWQ 2g. Total wetland impacts Corps: 0.27/ DWQ: 0.43 2h. Comments: * W3 was determined to be isolated by the USACE and not subject to USACE regulation. Wetland Impact W1 is depicted on Sheet S1.0. Wetland Impact W2 is depicted on Sheet S1.1. Wetland Impact W3 is depicted on Sheet S1.1. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 0 POT OPER o Corps OINT ODWQ S2 0 POT OPER o Corps OINT ODWQ S3 0 POT OPER o Corps OINT ODWQ S4 0 POT o PER o Corps OINT ODWQ S5 0 PDT OPER o Corps OINT ODWQ S6 0 POT OPER o Corps OINT ODWQ 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 12 PCN Form - Version 1.3 December 10, 2008 Version 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 ooen water imoacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temoorarv (T) 01 0 POT 02 0 POT 03 0 POT 04 0 POT 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction prooosed, then comolete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond 10 Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? o Yes ONo If yes, permit 10 no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method 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 mitiaation, then you MUST fill out Section 0 of this form. 6a. o Neuse o Tar-Pamlico o Other: Project is in which protected basin? o Catawba o Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) TemDorarv (T) impact required? B1 OPOT o Yes ONo B2 OPOT o Yes DNo B3 0 POT o Yes ONo 6h. Total buffer impacts 6i. Comments: Page 6 of 12 O. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to jurisdictional wetlands associated with the Cypress Village subdivision have been avoided and minimized to the greatest extent practicable while still meeting the applicant's stated purpose and need. The road proposed is aligned to minimize encroachment into jurisdictional wetlands. By following an existing powerline easement, jurisdictional wetland impacts at the first crossing have been concentrated in a currently disturbed portion of the wetland. The second wetland crossing is placed at a narrow portion of the wetland to minimize the impacts associated with this crossing. The road proposed is of the minimum width necessary to safely access the homesites. In addition, standard roadside ditches, curb & gutter, and sidewalks were eliminated in favor of grassed roadside ditches that both decrease the footprint of the roadway and provide stormwater management. Building lots have been designed such that each is buildable without encroaching into jurisdictional wetlands and no driveway crossings to access homesites will need to be placed in jurisdictional wetlands. Stormwater runoff resulting from the development will be treated to provide non-erosive discharge of treated stormwater into wetland areas to maintain predevelopment hydrological conditions in wetland areas. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion control measures will be implemented throughout construction in order to avoid degradation of wetland areas. All work in wetlands will be conducted from construction matting to minimize impacts to wetlands. Staging areas and material stock piles will be placed in upland areas. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for [8J Yes ONo impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): 0 OWQ [8J Corps [8J Mitigation bank 2c. If yes, which mitigation option will be used for this 0 Payment to in-lieu fee program project? 0 Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Hoffman Forest Wetland Mitigation Bank 3b. Credits Purchased (attach receipt and letter) Type Non-Riparian Quantity 0.27 Wetland 3c. Comments: Mitigation credits have not been purchased however we have received confirmation from the mitigation bank that mitigation credits are available. 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. DYes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: o warm o cool Dcold 4d. Buffer mitigation requested (OWQ 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: Page 7 of 12 PCN Form - Version 1.3 December 10, 2008 Version 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires DYes DNo 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. Total buffer mitigation required: 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). 6h. Comments: Page 8 of 12 E. Stormwater Management and Diffuse Flow Plan (required by OWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified o Yes ~No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. o Yes ONo Comments: 2. Stormwater Manaaement Plan 2a. What is the overall percent imperviousness of this project? 24% 2b. Does this project require a Stormwater Management Plan? ~Yes ONo 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 subdivision was designed to meet the Low Density requirements for the coastal stormwater rules effective October 1,2008. Although not required, flood control "peak attenuation" is provided through a peak attenuation basin and Low Impact Development methodologies, including no curb & gutter, roadside ditches and grassed yard swales. The basin is designed to detain the volumetric difference between flows generated from pre to post conditions of stormwater runoff. Flows to wetlands at non-erosive velocities are provided by use oflong, shallow trapezoidal roadside ditches, grassed yard swales between residential lots, and the peak attenuation basin. The grass ditches and yard swales provide shallow flow conditions to remove sediment and treat stormwater, in addition to the peak attenuation basin that allows for further sediment removal through settlement over the runoffs detained time period. The subdivision's Low Density requirements for the coastal stormwater rules mandate a limited maximum amount of impervious area per lot. A home owner's association (HOA) will provide the maintenance ofthe stormwater management system. The HOA charter includes deed restrictions and covenants that state the maximum built upon area (BUA) of 4,467 square feet per lot for the 28 lots. o Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ~ DWQ Stormwater Program o DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? o Phase II 3b. Which of the following locally-implemented stormwater management programs ONSW o USMP apply (check all that apply): o Water Supply Watershed o Other: 3c. Has the approved Stormwater Management Plan with proof of approval been o Yes ONo attached? 4. DWQ Stormwater Proaram Review ~ Coastal counties Which of the following state-implemented stormwater management programs apply 0 HQW 4a. 0 ORW (check all that apply): 0 Session Law 2006-246 0 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been o Yes ~No attached? Page 9 of 12 PCN Form - Version 1.3 December 10,2008 Version c. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? DYes DNo 5b. Have all of the 401 Unit submittal requirements been met? DYes DNo Page 10 of 12 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the DYes ~No use of public (federal/state) land? 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State DYes DNo (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval DYes DNo letter. ) 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 Standards, DYes ~No or Riparian Buffer Rules (15A NCAC 28 .0200)? 2b. Is this an after-the-fact permit application? DYes ~No 2c. If 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 in DYes ~No 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. 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. The subdivision will connect into the public sewer system. Page 11 of 12 peN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or DYes [gI No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act DYes [gI No impacts? D Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. D Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? http://www.swaw.usace.army.miIIWETLANDS/esa 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? DYes [gI No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http://ocean.floridamarine.org/efh_coral/ims/viewer.htm 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 historic or cultural preservation DYes [gI No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? http://hpo.dcr.state.nc.us 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 1 OO-year floodplain? DYes [gI No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? http://ncfloodmaps.com ; North Carolina FIRM Map 37260633900J D A..U&O <?-. lM..l.tlc..b~ ~~-~.~-- t~t!t~ 0 ~ Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 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";;; ~~. e~~)rL .t..., /....... ~;I '!~.'lo,l.,.' .-" ."'-.'.J ~j.::j . ..~u* ~ \..... .,)\~ -' ".'t .. I ",.......}~ . ;- h...~. .! I!) ~"'Jo '-:'- . ';:". ': h. \\, \' '!J ~r ",;:;"l~'''!i ~. l }...t; ,. . r .:. ,". . .'.1 ,11 _ ... ~ y ,~ \ t'\(, :....1... . ...:"...~... ....,I......J.. I I_ . . --- r... _ . f..... '. ;;; I . " I . I I. ."7 II.. ~J '. ./ l \ , . / .: ( . ';. \ l \i'~ 0:' .. I 1 I. .. .... \ , I '. l' ~:'l It. . . 0!-<'"~) i ~ . ., II Ii Project Boundary o I 1,000 2,000 I Fee! Source(s): USGS Topographic Survey, Masontown Quadrangle, 1980 and Newport Quadrangle, 1987; Project boundary provided by Cartere! County land Records GIS. Disclaimer. The information depicted on this figure is for informational purposes only and was not prepared fOf, and is not suitable for legal or engineering purposes. _ENVIRONMENTAL ~0~~~~j~~~:'~~~~50 leland, North Carolina 28451 (910) 383-6021 (910) 383-6049 FAX -- \oVWVoI.environmenlafservicesinc.com Project Location Cypress Village Carteret County, North Carolina Project: Date: WIL07029.01 Feb 2008 Drwn/Chkd: Figure: JDS/JRN 1 File: P:\Geogra\ProjedS\Offices\\IVIL\2007\029\01'Figures\Fig1_Projed_Location.mxd Printed: 0212012009 4:20 pm ~ " t ,.l H di ~.. ~ r"" .. . J '* ..t...'k~ # '} ''-l~~ ,7- i '" 1< I .. ... o .z . ..;Ii J. .,iF tf~"" II II Project Boundary D Soil Mapping Units Non-Hydric Soils KuB - Kureb sand, 0 to 6 percent slopes Ly - Lynchburg fine sandy loam Mn - Mandarin sand Hydric Soils Ln - Leon sand .ii, r",~, "t..t ~ o I 250 , Feet 500 I Source(s): USDA Soil Survey of Caleret County, NC; 1998 USGS Color Infrared Image Masontown, NC Quadrangle and Newport, NC Quadrangle. 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Page 1 of 1 Matt Smith From: Sugg, Mickey T SAW [Mickey.T.Sugg@saw02.usace.army.mil] Sent: Tuesday, February 17,20091:17 PM To: Matt Smith Subject: RE: Masontown Rd Property I didn't send out a formal JD tearsheet, just signed the survey plat. The ID is 2008-02703. -mick Mickey Sugg, Project Manager US Army Corps of Engineers 69 Darlington Avenue Wilmington NC 28403-1343 (910) 251-4811 (0) (910) 251-4025 (fax) The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our web site at http://regulatory.usacesurvey.comJto complete the survey online. From: Matt Smith [mailto:msmith@ESINC.CC] Sent: Friday, February 13, 2009 9:31 AM To: Sugg, Mickey T SAW Subject: Masontown Rd Property Mickey, is there an Action ID number for the property you reviewed with me for Ray Murdoch on Masontown Rd in Newport, NC. I have a copy of the signed plat but I cannot locate the formal JD approval or the Action ID number. I need this for the permit application on Ray's behalf that you will receive soon. Matt K. Smith Senior Project Manager Environmental Services, Inc. 1022 Grandiflora Drive, Suite 250 Leland, NC 28451 91 0-383-6021 (Office) 910-383-6049 (Fax) 910-520-0784 (Mobile) www.EnvironmentaIServiceslnc.cQill CONFIDENTIALITY NOTICE: The information and all attachments contained in this electronic communication are privileged and confidential information, and intended only for the use ofthe intended recipients. If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notifY us immediately of the error by return e-mail and please permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you 2/23/2009 . .. North Carolina State University is a land- grant university and a constituent institution of The University of North Carolina College of Natural Resources Development and College Relations NC STATE UNIVERSITY NC State Natural Resources Foundation,lnc. Campus Box 8010 Raleigh, NC 27695-8010 919.513.7734 Mr. Matt K. Smith Senior Project Manager Environmental Services, Inc. 1022 Grandiflora Drive, Suite 250 Leland, NC 28451 February 20,2009 Dear Mr. Smith, Thank you for your interest in purchasing mitigation credits from the Hofmann Forest wetland mitigation bank. Should Hofmann Forest wetland restoration credits be deemed acceptable by the permitting agency for the mitigation of 0.27 acres of non-riparian wetland impacts for the Cypress Village project [HUC03020106; Action ID # 2008-02703] we can offer you the ability to purchase those credits in either a 1: 1 or 2: 1 ratio. This letter confirms that you will be allowed to purchase the mitigation credits you require for this project from the Hofmann Forest wetland mitigation bank. Please always include the exact number of credits desired and your Action ID # in any further correspondence. If you have any questions please don't hesitate to ask. Thank you for your cooperation and support. Sin~p~ Glenn P. Catts for Constituency Development Programs Executive Director Development and College Relations 3036 Biltmore Hall, Box 8010 NCSU Campus Raleigh, NC 27695 ... ....,,:;J-,;-,t<F>;::":j)W~1PSEONLY ',', ,;,., Fee Paid State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original I. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): Meadows Branch Development, LLC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): Ray Murdoch - Owner 3. Mailing Address for person listed in item 2 above: 505 Crestwood Drive City:Newport Phone: (252 ) 725-1226 Email:rmurdoch002@ec.rr.com State:NC Fax: ( Zip:28570 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): Cypress Village Subdivision 5. Location of Project (street address): 300 Masontown Road ( SR 1127 City: Newport County:Carteret Zip:28570 6. Directions to project (from nearest major intersection): The proposed subdivision entrance is 850' east of the intersection of US Hwy 70 and Masontown Road( SR 1127) in the town of Newport. 7. Latitude:340 48' 19" N Longitude:-760 40' 34" W of project 8. Contact person who can answer questions about the project Name:Michelle 1. Benton Telephone Number: (252 Email:mbenton@mesco.com ) 726-9481 II. PERMIT INFORMATION: Form SWU-IOl Version 09.25.08 Page 1 of4 ~ .. 1. Specify whether project is (check one): [8INew DRenewal DModification 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the existing permit number and its issue date (if known) 3. Specify the type of project (check one): [8ILow Density DHigh Density DRedevelop DGeneral Permit DUniversal SMP DOther 4. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): DCAMA Major [8ISedimentation/Erosion Control [81404/401 Permit DNPDES Industrial Stormwater III. PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two pages) describing stormwater management for the project. Stormwater management by use of Low Impact Development methodologies including no curb & gutter and vegetative conveyances through the use of roadside ditches and yard swales. 2. Stormwater runoff from this project drains to the White Oak River basin. 3. Total Property Area: 20.72 acres 4. Total Coastal Wetlands Area: 0 5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:16.86 6. (Total Impervious Area / Total Project Area) X100 = Project Built Upon Area (BUA):24 7. acres acres % How many drainage areas does the project have?1 8. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. e. For hig-h density projects, complete the table with one drainag-e area for each engineered stormwater devic Basin Informatipn , '. Drainage Area 1 Drainage Area 2 , , , Receiving Stream Name Newport River Stream Class & Index No. "C", 21 - (1) Total Drainage Area (sf) 734,422 On-site Drainage Area (sf) 734,422 Off-site Drainage Area (sf) 0 Existing Impervious* Area (sf) 0 Proposed Impervious* Area (sf) 176,216 % Impervious* Area (total) 23.99 ) "", ,* '. " " DraiIlage Area 1 : Dr~ag~ Area f Intpervious Surface Area , ',' On-site Buildings (sf) 125,065 On-site Streets (sf) 44,583 On-site Parking (sf) 0 On-site Sidewalks (sf) 6,568 Other on-site (sf) 0 Off-site (sf) 0 Total (sf): 176,216 * Imperaious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Fonn SWU-IOI Version 09.25.08 Page 2 of 4 , . .. **Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area percentage calculation. This is the area used to calculate overall percent project built upon area (BUA). 9. How was the off-site impervious area listed above derived?By use of computer aided drafting software. Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater requirements. IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS One of the following property restrictions and protective covenants are required to be recorded for all subdivisions, outparceIs and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment. Forms can be downloaded from http://h2o.enr.state.nc.us/sulbmpforms.htm - deed restrictions. Form DRPC-1 Form DRPC-2 Form DRPC-3 Form DRPC-4 Form DRPC-5 Form DRPC-6 High Density Commercial Subdivisions High Density Developments with OutparceIs High Density Residential Subdivisions Low Density Commercial Subdivisions Low Density Residential Subdivisions Low Density Residential Subdivisions with Curb Outlets By your signature below, you certify that the recorded property restrictions and protective covenants for this project shall include all the applicable items required in the above form, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater Permitting Unit at (919) 807-6300 for the status and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/sulbmpforms.htm. Form SW401-Low Density Form SW401-Curb Outlet System Form SW401-0ff-Site System Form SW401-Wet Detention Basin Form SW401-Infiltration Basin Form SW401-Infiltration Trench Form SW401-Bioretention Cell Form SW401-Level Spreader Form SW401-Wetland Form SW401-Grassed Swale Form SW 401-Sand Filter Form SW401-Permeable Pavement Form SW401-Cistern Form SWU-IOI Version 09.25.08 Low Density Supplement Curb Outlet System Supplement Off-Site System Supplement Wet Detention Basin Supplement Infiltration Basin Supplement Underground Infiltration Trench Supplement Bioretention Cell Supplement Level Spreader/Filter Strip/Restored Riparian Buffer Supplement Constructed Wetland Supplement Grassed Swale Supplement Sand Filter Supplement Permeable Pavement Supplement Cistern Supplement Page 3 of4 f . .. VI. SUBMITf AL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the interactive online map at http://h2o.enr.state.nc.us/su/msimaos.htm) 1. Please indicate that you have provided the following required information by initialing in the space provided next to each item. · Original and one copy of the Stormwater Management Permit Application Form · Original and one copy of the Deed Restrictions & Protective Covenants Form (if required as per Part IV above) · Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP · Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD) payable to NCDENR · Calculations & detailed narrative description of stormwater treabnentjmanagement · Copy of any applicable soils report · Two copies of plans and specifications (sealed, signed & dated), including: - Development/Project name - Engineer and firm - Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) Initials ~l~ >>/11 )/lM 'Pli:. /11 Pl/VI 7J If!. /VI VII. AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm) Designated agent (individual or firm):Municipal Engineering Services Company, P.A. Mailing Address:312 Commerce Avenue, Suite F City:Morehead City Phone: (252 State:NC Zip:28557 ) 222-0776 ) 726-9481 Fax: (252 Email:mbenton@mesco.com VIII. APPLICANT'S CERTIFICATION I, (print or type name of person listed in General Information, item 2) Ray Murdoch certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000. Signature:~ t> {A.AA~ Date: {- 2/- DC( Form SWU-IOI Version 09.25.08 Page 4 of 4 "#. Of Permit No. (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM LOW DENSITY SUPPLEMENT This form may be photocopied for use as an original A low density project is one that meets the appropriate criteria for built upon area and transports storm water runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be found in 15A NCAC 2H .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246. I. PROJECT INFORMATION Project Name: Cypress Village Subdivision Contact Person: Ray Murdoch Phone Number: (252 )725-1226 Number ofLots:28 Allowable Built Upon Area Per Lot*:4,467 *If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be shown in units of square feet. II. BUILT UPON AREA See the Stormwater Management Permit Application for specific language that must be recorded in the deed restrictions for all subdivisions. For uniform lot sizes, complete the following calculation in the space provided below where: · SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the development results in high density pockets. · DF Density Factor - the appropriate percent built upon area divided by 100. · RA Road Area - the total impervious surface occupied by roadways. · OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc. · No. Lots - the total number oflots in the subdivision. · BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces located between the front lot line and the edge of pavement. Form SW401-Low Density-Rev.2 Page 1 of 3 , ~ '" (SA x DF) - RA - OA No. Lots = BUA Lot Calculation: (SA: 734.233 Er x DF: 0.24) - eRA: 44.583 Er) - (OA: 6.568 Er) = BUA per Lot = 4.467 ft2 (No of Lots: W III. REQUIRED ITEMS CHECKLIST Initial in the space provided to indicate that the following requirements have been met and supporting documentation is provided as necessary. Indicate the page or plan sheet number where supporting documentation can be found. If the applicant has designated an agent on the Stormwater Management Permit Application Form, the agent may initial below. Page/Plan Initials Sheet No. ~ :W4- 51.0 b. g,J,{ 1--'4 S~I,O a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse, Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers. Deed restriction language as required on form SWU-IOI shall be recorded as a restrictive covenant. A copy of the recorded document shall be provided to DWQ within 30 days of platting and prior to sale of any lots. c. Built upon area calculations are provided for the overall project and all lots. d. Project conforms to low density requirements within the OR W AEC (if applicable). [15A NCAC 2H .1007(2)(b)] Side slopes of swales are no steeper than 3: I. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity are shown if slope is greater than 5%. Swales are designed to carry, at a non-erosive velocity, at least the 10-year stonn. Swale detail and permanent vegetation is specified on the plans. Tl..M 'Sf. I e. :rL~ .J2L f. -s-&vJ ]) A- g. 'yt..~ M/SI.o h. , Form SW401-Low Density-Rev;2 Page 2 of 3 ." t.. ~ IV. SW ALE SYSTEM MAINTENANCE REQUIREMENTS 1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at any time. 2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up, erosion, and trash accumulation. 3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded following sediment removal. 4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a timely manner based on the monthly inspections. 5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts, velocity reduction devices and piping. 6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality. I acknowledge and agree by my signature below that I am responsible for the performance of the six maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Print Name and Title:Rav Murdoch. Owner Address:505 Crestwood Drive. Newport. NC 28570 Phone:252-725-1226 Date: / - 2 (- D'1 Signature:~~ e U~<~.~ Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. I, ~Yl A"n ~O, Ie CV) , a Notary Public for the State of Nor+h Coro Ii 1"Cl, County of Co.r-k.r-4t..,"" , do hereby certify that ~"i c.\ ~U rc:lo c.h personally appeared before me this 2\: day of ~ \J 001"'1 ' 2.00 '\ , and acknowledge the due execution of the forgoing infittration basin maintenance 'equireme"". Witness my hand and official seal, ~ O-+n ~ -- '-" - .. '- '"'-' - ...... My commission expires I D .../S .. ;). 0 II SEAL, Form SW401-Low Density-Rev.2 Page 3 of 3 ,.... . CYPRESS VILLAGE SUBDIVISION - LOW DENSITY CALCULATIONS MAXIMUM ALLOWABLE BUILT UPON AREA (BUA) TOTAL TRACT AREA = 902,630.1 SQ. FT. = 20.72 ACRES 404 WETLANDS = 211,696 + 140,259 = 351,955 SQ. FT. = 8.08 ACRES ~ WETLANDS = 351,955 SQ. FT. / 902,630 SQ.FT. ,; WETLANDS = 38.99'; UPLANDS = 902,630 SQ. FT. - 351,955 SQ. FT. = 550,675 SQ. FT. = 12.64 ACRES ALLOWABLE WETLAND AREA TO BE INCLUDED: (USE METHOD THAT YIELDS SMALLEST PROJECT AREA) < OR = 25'" TOTAL PROJECT AREA IS TOTAL SITE ACREAGE METHOD 1: CALCULATE AREA OF WETLANDS TO BE INCLUDED SUCH THAT NO MORE THAN 25'; OF THE SITE AREA CONSISTS OF WETLANDS (SUBTRACT ENTIRE WETLANDS AREA FROM SITE AREA TO GET UPLANDS AREA, THEN DIVIDE THE UPLANDS AREA BY 0.75). TOTAL SITE AREA - WETLANDS = UPLANDS 902,630 -351,955 = 550,675 SO. FT. PROJECT AREA = UPLANDS / 0.75. PROJECT AREA = 734,233 SO.FT. = 16.86 ACRES METHOD 2: CALCULATE THE AREA OF A 100' WIDE STRIP OF WETLANDS MEASURED FROM THE UPLANDS AREA INTO THE WETLAND. SUBTRACT THE TOTAL WETLAND AREA FROM THE TOTAL PROJECT AREA, AND ADD BACK THE 100' WIDE STRIP OF WETLAND AREA. (SEE ATTACHMENT) - (UPLANDS + AREA OF 100' WETLAND STRIPS = PROJECT AREA) 550,675 SO. FT. + 197,842 SO. FT. = 748,517 SO. FT. = 17.18 ACRES METHOD 1 < METHOD 2, USE METHOD 1 AREA ALLOWABLE WETLANDS AREA TO BE INCLUDED = METHOD 1 AREA - UPLANDS = 734,233 SO,FT, - 550,675 SO. FT. = 183,558 SO. FT. = 4.21 ACRES TOTAL PROJECT AREA FOR DENSITY CALCULATIONS =1734,233 SO. FT. = 16.86 ACRES LOW-DENSITY (WETLANDS INCLUDED BY METHOD 1): PROJECT AREA BY METHOD 1 = 734,233 SO. FT. = 16.86 ACRES ROAD = 44,583 = 1.02 ACRES SIDEWALK = 6,568 SO. FT. = 0.15 ACRES ALLOWABLE BUILT UPON AREA (BUA): BUA = (PROJECT AREA · DENSITY FACTOR) - ROAD - OTHER IMPERVIOUS (SIDEWALK) DENSITY FACTOR = 24'; (UPDATED COASTAL STORMWATER RULES - LOW DENSITY OPTIONS FOR PROJECT NOT NEAR ORW, 575' OF MEAN HIGH WATER, AND NOT WITHIN ONE HALF MILE AND DRAINING TO SA WATERS. = (734,233.0.24) - 44,583 - 6,566 = 176,216 - 51,151 = 125,065 SQ.Fl'. BUA / NUllBER OF LOTS = BUA PER LOT 125,065 SO. FT. / 26 = 4,467 SO.FT. BllA = 4,467 SQ. FT. PER LOT I ?... .., AlLOWABLE INCLUSION OF wm.ANDS (NCDENR-DWQ, PROJECT AREA & wm.ANDS GUIDANCE DOCUllENT METHOD 2: Calculate the area of 100 toot wide strip ot wetlands measured from the uplands area into the wetland. Subtract the total wetland area from the total project area, and add back the 100' wide strip of wetland area. BY METHOD 2: AlLOWABLE WETLANDS FROM 100' WIDE STRIPS: = 197,842 SQ.F"I'. = 4.54 ACRES .. .. .. .. .. ---- "" ....,.