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HomeMy WebLinkAbout20100202 Ver 1_401 Application_20100310New Express 401 application - Mattamuskeet NWR OfficeNisitor Station Page 1 of 1 New Express 401 application - Mattamuskeet NWR Office/Visitor Station Hardison, Lyn Sent: Tuesday, March 16, 2010 10:35 AM To: Dennison, Laurie Attachments: Mattamuskeet NWR Office Vi-l.pdf (5 MB) Hi there, Today, we accepting this project into express review for State SW, Erosion Control and 401 Cert under multiple express submittal and fee of $4000. We had a submittal meeting here on March 11, 2010. Please find attached the PCN application so that you can enter this project into BIMS. A copy of the application package will be put into the mail today for your files. Thanks for you help, Lyn PLEASE NOTE MY E-MAIL ADDRESS HAS CHANGED TO: lyn.hardison@ncdenr.gov Lyn Hardison One-Stop/Express Permitting Coordinator NCDENR Customer Service Center Customer Service - Home Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Phone: 252-948-3842 Fax: 252-975-3716 Please consider the environment before prlntins, this e-mail. E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAACChSeOTRSCT5TN0706x... 3/16/2010 iOF, 1F9 M ?xP I o - o ?v a- EXPRESS Office Use Only: MAR 16 2010 Corps action ID no. DWQ project no. NC DENR Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form _ A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ® 401 Water Quality Certification - Express ? Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ® Yes ? No For the record only for Corps Permit: ? Yes ® 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. ? Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ® Yes ?? No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes No 2. Project Information 2a. Name of project: Mattamuskeet National Wildlife Refuge OfficeNisitor Station and Out-Buildings 2b. County: Hyde 2c. Nearest municipality / town: Swan Quarter 2d. Subdivision name: n/a ilr'1 f?,.P ,__7 2e. NCDOT only, T.I.P. or state project no: ? '}. n/a I;t) ijAn Ll _ 3. Owner Information -.1 tu 2010 3a. Name(s) on Recorded Deed: United States of America/State of North Carolina DENR • WATER OMITY 3b. Deed Book and Page No. BRANCH _ 3c. Responsible Party (for LLC if applicable): US Fish and Wildlife Service 3d. Street address: 38 Mattamuskeet Road 3e. City, state, zip: Swan Quarter, NC 27885 - 3f. Telephone no.: (252) 926-4021 3g. Fax no.: (252) 926-1743 3h. Email address: jerry_fdngeli@fws.gov Page 1 of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? 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: s 5. Agent/Consultant Information (if applicable) 5a. Name: Matthew B. West, P.E. 5b. Business name (if applicable): Dewberry & Davis, Inc. (Dewberry) 5c. Street address: 2301 Rexwoods Drive, Suite 200 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-881-9939 5f. Fax no.: 919-881-9923 5g. Email address: mwest@dewberry.com Page 2 of 11 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a . Property identification no. (tax PIN or parcel ID): 8614-36-8227 1 b . Site coordinates (in decimal degrees): Latitude: 35.451111 Longitude: - 76.17666 (DD. DDDDDD) (-DD.DDDDDD) 1 c . Property size: 4.5 acres -v 2. Surface Waters 2a . Name of nearest body of water (stream, river, etc.) to proposed project: Tributary to Outfall Canal (or Main Canal) 29-57-1 2b . Water Quality Classification of nearest receiving water: Sc 2c . River basin: Tar-Pamlico 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 existing site consists of several storage and office buildings, a lodge, and a National Wildlife Refuge in the vicinity of Lake Mattamuskeet. Land use in this area is wooded, recreation, water bodies and conveyance systems, and a wildlife refuge. 3b. List the total estimated acreage of all existing wetlands on the property: -? 0.07 - The total acreage of existing wetlands on the property is unknown. The total acreage of existing wetlands within the limits of construction is 0.07 acres. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: OLF within limits of construction. 3d. Explain the purpose of the proposed project: ---- To demolish and/or renovate existing site facilities and to construct new facilities to replace the existing. 3e. Describe the overall project in detail, including the type of equipment to be used: The project consists of the construction of a 4,800 sq. ft. wood framed Office/Visitor Contact Station, a 6,400 sq. ft. pre- engineered Maintenance Shop, a 4,800 sq. ft. pre-engineered Equipment Storage Shed, a 1,200 sq. ft. pre-engineered Storage Shed, and stormwater control facilities at Mattamuskeet National Wildlife Refuge. In addition all required demolition of existing building and utilities along with required site improvements will be performed. Conventional construction equipment (trackhoes, dump trucks, etc.) will be used for the installation. Sediment control devices will be installed prior to land disturbing activities. 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? 1Z Yes ? No ? Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type f ? Preliminary ? Final r o determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Dewberry and Davis, Inc. Name (if known): Troy Shelton (Dewberry) Other: 4d. I If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. ---J Page 3 of 11 PCN Form - Version 1 .3 December 10, 2008 Version -- -- --------- --------- - ----- S. Project History - -------- 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ? Yes ® No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. - 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4 of 11 PCN Form - Version 1.3 December 10, 2008 Version - C. Proposed Impacts Inventory --- 1 Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ? Streams - tributaries ? 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 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 ®P ? T Stormwater Management Palustrine ® Yes ® Corps 0 07 _ Facility - Forested El No ®DWQ . W2 ? P ? T ? Yes ? Corps __ __ ? No ? DWQ W3 ? P T ? Yes - ? Corps - ? No ? DWQ W4 ? P ? T ? Yes ? Corps __ ? No ? DWQ W5 ? P ? T ? Yes ? Corps - - - -----?. ? No ? DWQ W6 ? P ? T _ ? Yes _ ? Corps - ----- _ ? No ? DWQ 2g. Total wetland impacts 0.07 2h. Comments: -- 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 ? P ? T ? PER ? Corps -- .--- - ?_ -- ?INT ? DWQ ------ ---- S2 ? P ? T ? PER -- -- ? Corps ------ - --- - I---_. _.___-_-_____-- - ? INT ? DWQ S3 ? P ? T ? PER ? Corps -- --- - - - ??- - - _ ? INT _ - ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps - --- -- ---- ? INT ? DWQ S6 ? P ? T ? PER ----- ? Corps ---- - - - -- - _ _ ___ ? INT ? DWQ 3h. Total stream and tributary impacts 3i. Comments.- Page _5 of 11 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 open water impacts 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 Temporary T 01 OPOT 03 ? P ? T 04 ? P ? T 4r. Total open water impacts ?? 4g. Comments: - 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland b (acres) num er of pond Flooded Filled Excavated Flooded Filled Excavated Flooded sr. Total _.-- 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): - 5j. Size of pond watershed (acres): T - - 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 an impacts require mitigation, then you MUST fill out Section D of this form. 6a. El Neuse ? Tar-Pamlico El Other: Project is in which protected basin? El Catawba ? Randleman 6b. 6d. 6f. 6g. Buffer impact number - Permanent (P) or Reason for Stream name Buffer mitigation Zone 1 impact (square feet) Zone 2 impact (square feet) Tempora (r r (T) impact re uired? B1 ? P ? T ? Yes -- ---- --- _?_ -- - ? No 82 ? P ? T _ ? Yes __ _ _._______ ____ ? No B3 ? p ? T ? Yes _ __..____? __---- ? No 6h. Total buffer impacts - 6i. Comments: Minimal disturbance to Zone 1 has been deemed exempt to Tar-Pamlico Buffer Rermiramonfe hu KirnMrn A Page 6 of 11 PCN Form - Version 1.3 December 10, 2008 Version to the fact that proposed work will not cross the stream and the pump station that the connection will be made to is existing. See attached email correspondence from Chris Pullinger dated November 6, 2009. _ D. Impact Justification and Mitigation 1. Avoidance and Minimization _ 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Grading plan was developed using maximum practicable slopes in order to minimize the footprint of the disturbed area and thus the wetland impacts. Temporary and permanent measures will be used to limit erosion and contain sediment from cleared areas prior to construction. The measures proposed for this site include silt fence, silt fence outlets, tree protection fencing, gravel construction entrance, inlet protection, sediment traps, seeding measures, and check dams, as required. The above devices will filter sediment from runoff to prevent sediment from being deposited offsite, while the temporary seeding will limit erosion during construction activities. Once construction is complete and vegetative cover has been established, these measures may be removed. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The project limits and wetland areas will be dearly marked prior to construction. All erosion control devices will be installed prior to construction to minimize impacts due to land-disturbing activities. Temporary seeding will also limit erosion during these construction activities. Erosion control measures will be maintained throughout construction and will not be removed until all construction is complete and vegetative cover has been established. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ? Yes ® No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps ? Mitigation bank 2c If yes, which mitigation option will be used for this project? ? payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete If Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: _ acres 4f. Non-riparian wetland mitigation requested: acres u 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 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. Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 buffer mitigation? ? Yes ® No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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 S of 11 PCN Form - Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No Comments: 2. Stormwater Management Plan _ 2a. What is the overall percent imperviousness of this project? 34% Existing, 51% Proposed % 2b. Does this project require a Stormwater Management Plan? ® 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: Based on discussions with staff at the Washington Office of NCDENR DWQ the stormwater treatment volume for this re- development site is based on the volume generated by 1.5 inches of runoff from the difference between the existing and proposed impervious area. The impervious area increase is 34,588 SF or an increase of 49%.Therefore, the required treatment volume for the site is 4,324 CF. The Best Management Practices (BMP) for the project site is a Wet Detention Basin (BMP) that will treat 5,424 CF of volume. Due to limited space and extremely flat terrain on the existing site only a portion of the site will drain to the BMP. The contributing area is from Basin B. The runoff captured from this area exceeds the required site treatment volume. This BMP collects runoff from the new impervious areas on the site to greatest practical extent. The remaining areas will continue to discharge to existing outfalls. The project site is divided into two sub-basins- Basin A and B, It was decided to provide the treatment for that portion of Basin B (B-2) which is equivalent to the area that will generate the treatment volume of 4,324 CF required for the change in impervious area on the entire site. Therefore, no treatment facility or calculations were performed for Basin A or B-1. The selected BMP for Basin B-2 is a Wet Detention Basin (BMP). This BMP will reduce the post development flows to the pre-development flows for 1 year/ 24 hour storm and provide treatment for 1.5 inches of runoff volume. The BMP was also designed to control the 100 year /24 hour event and provide 1-foot freeboard from the facility. Basin B-2 is approximately 0.96 acres in land area. The existing impervious area of the Basin B-2 is 0.20 acres and the proposed impervious area is 0.96 acres which includes the BMP. The required treatment volume for basin B-2 is 4,966 CF. A pollutant removal efficiency of 90% (TSS) was used to calculate surface area/drainage area ratio for permanent pool in the Coastal region since the outflow from the (BMP) discharges into an existing surface water. The post-development discharge for the 1 year/ 24 hour storm is 4.03 cfs which is less than the pre development discharge for the 1 year/ 24 hour storm of 4.2 cfs. ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ? Phase 11 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program Review _ 4a. Which of the following state-implemented Stormwater management programs apply ® Coastal counties Page 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version (check all that a -- -- ?---?---- PPIy): ?s-?--- ? HQW ? ORW ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No attached? 5. DWQ 401 Unit Stormwater Review _ 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 1 b. 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 ? Yes ® No (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 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 Standards, ? Yes ® No or Riparian Buffer Rules (15A NCAC 28.0200)? 2b. Is this an after-the-fact permit application? ? Yes ® 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 ? Yes ® 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. New/additional cleanouts will be installed at each building. The new sanitary sewer connection will tie into the existing sanitary sewer system. Mattamuskeet National Wildlife Refuge has a sub-surface wastewater disposal system. Page 10 of 11 PCN Form - Version 1.3 December 10, 2008 Version S. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or El Yes C] No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ? No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ? No 6b. What data sources did you use to determine whether your site would 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 historic or cultural preservation ? Yes ? 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? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: Hyde County Building Code requires that all new structures be built a minimum of one (1) foot above the 100-year floodplain elevation. One (1) foot is measured to the FFE of slab-on-grade concrete foundations or to the bottom of the floor joists of structures with wooden floors and crawl spaces. BFE in this flood plain is at elevation 4, new structures will have a minimum FFE elevation of S. This building code does not apply to open air buildings or shelters. 8c. What source(s) did you use to make the floodplain determination? FIRM map #3720864200E - 5/15/2003 Jerry Fringeli J, 1A if 'g Applicant/Agenrs Printed Name j A?- Wpp%*t/A6enrs Si ture (Agent's ure is If an authors ti letter from the applicant le provided. Page I I of 11 PCN Form - Version 1.3 December 10, 2008 Version 07-P 12'00.00* W 076° 11'00.00* W 076° 10'00.00" W 076' 09' 00.00`W { z z Project Location N LO ? ? to % w z t ..;? • . w a _?a,ra,. fin. i .. ?.. ?^' ""r t y " t , % ,3 W) a T w ^.}'. 4k- % «• 4 466 it 3 411 . f r t "a !? L .y ,(. 4, to ? 4kw . N ? o Al y ' 10 W 076' 12'00.00' W 076° 11'60.00* W 076° 10' 00.00" W n7a" no* nn nn? w Name: NEW HOLLAND Location: 035' 27' 0129" N 076' 10' 29.19" W Date: 1/14/2009 Scale: 1 inch equals 2000 feet Copyright (C) 1998, Maptech, Inc. .J L .0 1 .9L ?o a 0) ?y U Ma 0m H 0) O Oco U) E O rn U 9S A t .9L ..9t At .9L c- x to a 6 a R e n o ¦o 2< 9C 41 .9L V- O Cl d m U J O N N O cn E 0 to J U $ o I 3g o pyj cp 'v ?i?p Z ??., ? '? C C N N CL U Q c ?o $ m cl- 9 g o E:9 Z y L $ $ 3 { a J o 2 U) N -6 `p 01 f0 CCL CL ._ o N 3 H r'n IOU N N T s` 9 LL d 3 W J CL Q ° W N 0. 3 ?nS » ? ro '8 a C9 x 40 Custom Soil Resource Report Map Unit Legend Hyde County, North Carolina (NC095) Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 EaA Engelhard loamy very fine sand, 0 to 2 percent 5.6 slopes, rarely flooded EnA Engelhard loamy very fine sand, 0 to 2 percent 39.8 slopes, frequently flooded Ud Udorthents, sandy, rarely flooded 49.9 WyA Wysodcing very fine sandy loam, 0 to 3 percent 4.1 slopes, rarely flooded Totals for Area of Interest 99.5 Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape, The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that 5.7% 40.1% 50.2% 4.1% 100.0% 10 P• a: Q _ O 0 z O 0 cr I o wo J Q U Cl - � `"a � � _ °Oo f cc Q i NW Q C.2 .i s a co Z J Q o zW H a p � O O ) LA- wW are E � `"a a .'w �„�� �,,.' _ °Oo a Q a ' ME .•Rom 53 C Z* z� p O � Np ' R �. F wW y��1� 'fiCa f �++ ZE u4u + «C G qW O C . Eu�E g4�L �! F C LL g UJ 101 F &LL V Z u o .4 $LL�XL{ '°�; CI .'w �„�� �,,.' , � "� ^•.r r •A.: iii _ ' �• i ' R �. F lex "C S' i I b 77 a West, Matthew 'rom: Pullinger, Chris [chris.pullinger@ncdenr gov) .lent: Friday, November 06, 2009 8:39 AM To: West, Matthew Subject: RE: USFWS-Lake Mattmuskeet- Temporary Buffer Disturbance Matt. 'n this case, b/c the punip station is already there, and tht, impacts will be temporary and are of sur.h a small scale, I'm nnsidering the structurf?s as existing, and therefore the new disturbance would be considered exempt, and no mitigation will be required, h/c the area will be restoreci/returned to grass after the temporary impacts are complete. Therefore, no PCN will be required, but if ycu'd like to in( lode this P -mad as a form of explanation for why the impacts are exempt (hocause I'm considering them as an existing use)j. that probably would help and is OK with me. Chris E mail correspondence to and from this address may he subject to the North Carolina Public Records Law and may be disclosed to third parties. Chris PUllinger Environmental Specialist NC Division of Water Ouality Irface Water Protection Section ,Vashington Regional Office www.ncwaterguality.ork? 252.948.3920 As of April 2009, my new e-mail address s: chns.pullingerLbncdenr.Kov From: West, Matthew [mailto:mwest@Dewberry,com] Sent: Tuesday, November 03, 2009 9:59 AM To: Pullinger, Chris Subject: USFWS-Lake Mattmuskeet-Temporary Buffer Disturbance Chris Hope you are doing well. We spoke last week concerning the temporary buffer disturbance associated with the new Office/Visitor Center at Lake Mattamuskeet. You mentioned that since the area being disturbed is currently grass, mitigation would likely not be required. We also discussed that a maintenance easement should exist as the pump station the sewer line will connect to is existing. Can you please confirm whether the temporary buffer disturbance with be considered exempt or allowed under the Tar Pamlico buffer rules? It is my understanding that if the temporary buffer disturbance is exempt a PCN is not required If the temporary buffer disturbance is allowed a PCN is required. Can you please confirm it this is correct? yanks, Matt Matthe.v B West, PE LEER' All Project Engineer M wherry