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Home My WebLink About20090074 Ver 1_401 Application_20090109 :j 074 ~WI< -"" Ie i~()URlt~r{ COpy community infrastructure consultants January 19, 2009 Mr, Ian McMillan NCDWQ - 401 Wetlands Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 Dear Mr, McMillan, WK Dickson is pleased to submit a courtesy copy of a Nationwide Permit 12 Pre-Construction Notification for the Dry Creek Sanitary Sewer Improvements Phase I project, as discussed on January 15, 2009, This courtesy copy of the PCN is being submitted on behalf of the City of Eden as discussed in my conversation with you on January 15, 2008. The project is being undertaken to replace an existing sewer line adjacent to Dry Creek and repair portions of the sewer line to improve safety and accessibility. Based on an evaluation of the existing sewer line, replacement and upgrading was recommended to prevent failure, This sewer line is a high priority main and is a maintenance concern, It also is a significant source of exposure to spills and overflows due to its age, inaccessibility, and location in a riverbank, The attached PCN package includes PCN Form, Supporting Figures, Wetland Data Forms, Jurisdictional Determination Forms (Rapanos), Photo Log, and design plans. Included is a wetland map for Phase 1 and Phase 2 of this project. Phase 1 impacts are 27.4 linear feet stream impact and 0,065 acres of wetland impact. The impacts are temporary excavation. A 15-foot wide sewer easement will be permanently maintained. The stream and wetland will be restored to pre-construction contours and stabilized. The project meets all conditions of the NWP 12 and GC 3699. Thank you and please let me know if you have any questions or require any additional information. Sincerely, W.K. Dickson & Co., Inc. George K, Lankford Project Scientist 1~ Andrew Williams, US Army Corps of Engineers Mark Fisher, PE, WK Dickson Project Manager Bill Harvey, Collection and Distribution Superintendent Dennis Asbury, Director of Environmental Services File: 80349,OO,RA I cc: , ~ ; '- \, ~~O~ WA 7:~"Q~ I ."E _ -t Q '"<' ~~@~u~~~ JAN 2 2 2009 O~-D074 OENR - WA1ERall~~ BAANCl"I WEflJ.NOS ANO SIORMWT>; Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information (;()URTE~r ~ 1. Processing f ;f.Jf-IY 1 a, Type(s) of approval sought from the [gJ Section 404 Permit o Section 10 Permit Corps: 1 b, Specify Nationwide Permit (NWP) number: NWP 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? [gJ Ves DNo 1 d, Type(s) of approval sought from the DWQ (check all that apply): o 401 Water Quality Certification - Regular o Non-404 Jurisdictional General Permit o 401 Water Quality Certification - Express o Riparian Buffer Authorization 1e. 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: [gJ Ves DNo DVes [gJ No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation DVes [gJ No 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 DVes [gJ No below, 1h, Is the project located within a NC DCM Area of Environmental Concern (AEC)? DVes [gJ No 2. Project Information 2a, Name of project: Dry Creek Sanitary Sewer Improvements Phase I 2b, County: Rockingham 2c, Nearest municipality I town: Eden 2d. Subdivision name: Not Applicable 2e. NCDOT only, T.I.P. or state Not Applicable project no: Page 1 of 12 peN Form - Version 1,3 December 10, 2008 Version 3. Owner Information 3a. Name(s) on Recorded Deed: 1. 709007794019 Owner: City of Eden 2, 800117210608 Owner: Willow Oaks Plantation, LLC. 3b, Deed Book and Page No. 1. Deed Book 905 Page 553 2. Deed Book 1077 Page 1867 3c. Responsible Party (for LLC if 1. City of Eden, Dennis Asbury applicable): 2. 3d. Street address: 1. 308 E. Stadium Dr,; PO Box 70 2. PO Box 9716 3e. City, state, zip: 1. Eden, NC 27288 2, Greensboro, NC 27429 3f. Telephone no,: 1, 336-623-2110 2, 3g, Fax no.: 1. 336-623-2726 2. 3h. Email address: 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. AgentlConsultant Information (if applicable) 5a, Name: George Lankford 5b, Business name WK Dickson (if applicable): 5c. Street address: 720 Corporate Center Drive 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-782-0495 5f. Fax no.: 919-782-9672 5g. Email address: glankford@wkdickson.com Page 2 of 12 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no, (tax PIN or parcellD): 1.709007794019 2,800117210608 1b. Site coordinates (in decimal degrees): Latitude: 36,521411 N Longitude: - 79,688801 W (DD.DDDDDD) (-DDDDDDDD) 1c. Property size: Phase 1 Property # 1.12.36 acres Phase 1 Property # 2, 26.46 acres 2. Surface Waters 2a, Name of nearest body of water (stream, river, etc.) to Dry Creek proposed project: 2b, Water Quality Classification of nearest receiving water: Class C 2c. River basin: Roanoke (HUC 03010103) 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: Land use within the project vicinity is a mix of managed herbaceous cover and mixed upland hardwoods. Adjacent to the property is a baseball field and other industrial/commercial property, The proposed project is located within an existing sewer easement adjacent to an unnamed tributary and the Dry Creek floodplain, The topography consists of gently sloping to nearly level floodplain along the alignment. 3b. List the total estimated acreage of all existing wetlands on the property: A total of 1,79 acres of wetlands were delineated throughout the project property, A 150 ft corridor was evaluated on both sides (300' total) of the proposed utility line improvements for Phase 1 and Phase 2, 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 7,500 linear feet of streams are adjacent to the project sewer easement for Phase 1 and Phase 2. 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to provide immediate repairs to problematic sewers and manholes. Based on an evaluation of the existing sewer line, replacement and upgrading was recommended to prevent failure, This sewer line is a high priority main and is a maintenance concern, The sewer fits the classification of a "High Priority Sewer" since it lies parallel to a stream bank along portions of the alignment. It also is a significant source of exposure to spills and overflows due to its age and location along a stream. 3e, Describe the overall project in detail, including the type of equipment to be used: The proposed project entails construction of an 8-inch and 16-inch ductile iron pipe sewer line within an existing sewer line easement adjacent to an unnamed tributary to Dry Creek. This project consists of a combination of replacement and point repairs to correct the service defects including root intrusion. Three new manholes are proposed and will be installed, 4. Jurisdictional Determinations 4a, Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / DYes ~No D Unknown project (including all prior phases) in the past? Comments: A delineation has been performed by consultant. 4b. If the Corps made the jurisdictional determination, what type D Preliminary D Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: . 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Page 3 of 12 peN 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 ~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 ~Yes ONo 6b. If yes, explain. Based on budgeting and prioritization, Dry Creek Sanitary Sewer Improvements was broken into three phases, Phase 1 entails higher priority immediate repairs to most severe and problematic sewers and manholes found in a prior inspection. Phase 1 is urgent since these projects will rectify defects that are imminent threats to sanitary sewer overflows and civil penalties, Phase 1 consists of a combination of replacement and point repairs and responding to and correcting the service defects including root intrusion at various locations, Phase 2 is projected to provide the replacement of 5,650 linear feet of 18-inch gravity sewer (part of Dry Creek Outfall) from Mill Avenue to the Railroad Pump Station, Given the condition of these sewers, the replacement should be completed within two years. A Clean Water Management Trust Fund (CWMTF) grant will be pursued as a possible funding source for the construction, Phase 3 involves renewal of 19,250 linear feet of sewers ranging in size from 8-inch to 18-inch and mainly located underneath NCDOT and City of Eden roads. 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): IZI Wetlands IZI Streams - tributaries D Buffers D Open Waters D 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) OWQ - non-404, other) (acres) Temporary (T) Excavation and Bottomland IZI Yes IZI Corps W1 DplZIT easement 0,065 maintenance Hardwood Forest DNo DOWQ W2 DpDT DYes D Corps DNo DOWQ w3DpDT DYes D Corps DNo DOWQ W4 DpDT DYes D Corps DNo DOWQ W5 DpDT DYes D Corps DNo DOWQ W6 DpDT DYes D Corps DNo DOWQ 2g. Total wetland impacts 0,065 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 OWQ - non-404, width (linear Temporary (f) (INT)? other) (feet) feet) Excavation and IZI PER IZI Corps S1 DplZIT easement UT 4 to Ory Creek 5.8 27.4 maintenance DINT DOWQ S2 DpDT DPER D Corps DINT DOWQ S3 DpDT DPER D Corps DINT DOWQ S4 DpDT DPER D Corps DINT DOWQ S5 D pDT DPER D Corps DINT DOWQ S6 D pDT DPER D Corps DINT DOWQ 3h. Total stream and tributary impacts 27.4 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 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 0 pDT 02 0 pDT 03 0 pDT 040POT 4f. Total open water impacts 4g. Comments: 5. Pond or lake Construction If pond or lake construction proposed, then complete 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? DYes 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 mitigation, 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) Temporary IT) impact required? B1 OPOT DYes ONo OPOT . DYes . B2 ONo . DYes B3 OPOT ONo 6h, Total buffer impacts 6i. Comments: Page 6 of 12 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. Avoidance of wetland and stream impacts was taken into consideration when designing the proposed project. Minimizing limits of disturbance areas and selection of ideal work areas helped reduce impacts. Due to repair and replacement of existing sewer line needs, some minimal impacts are required to provide these services, 1b, Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques, Specific measures taken to avoid and minimize the proposed impacts include only working in proposed areas (such as equipment parking and travel), using key selected equipment suitable for the tasks, and abide by all erosion control practices, 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a, Does the project require Compensatory Mitigation for DYes [gI No impacts to Waters of the U,S, or Waters of the State? 2b, If yes, mitigation is required by (check all that apply): D DWQ D Corps D Mitigation bank 2c, If yes, which mitigation option will be used for this D Payment to in-lieu fee program project? D Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b, Credits Purchased (attach receipt and letter) Type I Quantity 3c, Comments: 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: D warm Dcool Dcold 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: 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 12 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 DYes ~No 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 DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified DYes IZI 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, DYes DNo Comments: 2. Stormwater Mana~ement Plan 2a. What is the overall percent imperviousness of this project? < 1 % 2b. Does this project require a Stormwater Management Plan? DYes IZI No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: A storm water management plan is not required. Very little impervious surfaces are present and most of the project corridor is forested or herbaceous cover. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? D Certified Local Government D DWQ Stormwater Program Not Applicable D DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Not Applicable D Phase II 3b, Which of the following locally-implemented stormwater management programs DNSW D USMP apply (check all that apply): D Water Supply Watershed D Other: 3c. Has the approved Stormwater Management Plan with proof of approval been DYes DNo attached? 4. DWQ Stormwater Program Review D Coastal counties D HQW 4a. Which of the following state-implemented stormwater management programs apply D ORW (check all that apply): D Session Law 2006-246 D Other: 4b, Has the approved Stormwater Management Plan with proof of approval been DYes DNo attached? 5. DWQ 401 Unit Stormwater Review 5a, Does the Stormwater Management Plan meet the appropriate requirements? DYes DNo 5b, Have all of1he 401 Unit submittal requirements been met? . DYes DNo Page 9 of 12 PCN Form - Version 1,3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a, Does the project involve an expenditure of public (federal/state/local) funds or the I:8J Yes DNo 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 I:8J 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 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 I:8J No or Riparian Buffer Rules (15A NCAC 2B ,0200)? 2b, Is this an after-the-fact permit application? DYes I:8J 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 !3nd reasonably anticipated future impacts) result in DYes I:8J 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, This project only entails needed repairs and improvements to existing sewer lines, No anticipated future impacts and additional development are foreseen to affect downstream water quality, This project does not increase potential development in the watershed. 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, Wastewater is treated at Eden municipal watewater treatment plant. Page 10 of 12 PCN 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 [gI Yes DNo habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act DYes [gI No impacts? If yes, indicate the USFWS Field Office you have contacted, D Raleigh 5c, D Asheville 5d, What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The North Carolina Natural Heritage Program data source was used to evaluate the project site for protected species, Under evaluation, one federally endangered species was found to be within 675 feet from the existing sewer lines in Phase 2. The endangered species is Smooth Coneflower (Echinacea laevigata), Carolina Birdfoot-trefoil is also located approximately 525 feet off the easement which is a (FSC) federal species of concern, The habitat in Phase 1 is maintained recreational ball field and a small, disturbed forested wetland. No habitat for protected species exists within the current Phase 1, The USFWS will be contacted prior to Phase 2 permitting. This project should not affect these species being that they are away from the proposed line of work nearly 500 feet or more, The table below lists the findings for protected species from the NHP data set. EO ID Scientific Name Common Name State Status Federal Status Last Observed 18069 Acmisf)on hel/en Carolina Birdfoot-trefoil SR-T FSC 1995-08-09 222 Echinacea laeviqata Smooth Coneflower E-SC E 1994-07-03 1643 Lotus hel/en Carolina Birdfoot-trefoil SR-T FSC 1996-06-18 Within the Dan River, the Roanoke log perch (Percina rex) has been recently observed, No habitat for this species is present within or near the project area, 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? No Essential Fish Habitat (EFH) will be impacted at the proposed project site based on the following website, htto :/Iocean. floridamarine,orQ/efh corallims/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? SHPO file review on January 15, 2009 Page 11 of 12 .... ....- "':_-. - t \, -.~" / I . ,,.. . . .'" .:... ...1-..: ,/ '''> /~2~~~~~,;J. ::~.::,',::::," ~/: ,~:,::<.:','::::,'>~ . ." . .' ..' ,', i l ' " " ./ j,,7. :.'.'7:<-: < ':":'" ;'.:'\; ,'~.~:~' ~'...,,' f.'.J=-:~'~:/ .' ...... ..,-: "., :'~ :< ':'.J ,-" \.. / , '~"_ ." ./' ~.., " ,"'J .. }----,' . -"l .~ ..~ J' /'" .t.r ".. :'" .~ I, ,,'".J" '0 /,,,,.. I' .. ,; .',. .. ,,~ ,,~ " ./ ,,/ /# ... ,f;;.:\ .:...:,:.~. :..,~ - ..-- , , ,~', ,/ ~"Q ............;. . ~~. ./ ,';" ,:':''/ .:./ '. ' ."-......' \1.1""(...,), - -~..............-.....:.;;C j - - ,.. _.... _ ~.; -J-'J .~.. _ _ _ _I}):!~_ __.. W..,..I,""':l,."':!." ;: ,/ .. ,..."..- -=-. NOF.TKC.\PDr.~XAI .~""~ " (''l' /'.'../ .. II ..' ,"1 ~ ,,--' ,_ r r _" ,/ _..I' I ~"I_- . --'r I I.." ... I _. _ I ) ./11I ...1'/ ./.." I .'-'\ . .....- ..... ~.! ~- ,I', J', ~' : '\':<..../ l~- - : .f....- ..~. t '. ..: r ~ 1'-" ........., .1,.:/ ,.'/~- .... ~:~.~.. _ .. -..."".... - J' I / ' / ' .' / ,';;;::", .' ...."' " r" ...- ~ ." ..r~'" ~.~:.. /.,... ..-," ~ _..~rI ~l ,/ .. ,...... ./..."'..... (..-....... ~... "I ~ ~ .' ...,!. ./ I' .... .,;/"'!...~ .....-.... .... r.t. "...".. I'" -.;. 1 " ,1, l. ) .~., ,'.\\ ," 1...... ,0' I . . ,'. / .... _J'" i. - ::.... ..,. t IIII ., ll''--i ....- --"!t )::. . "'. -'; '. I -.... l..e; I" ~... ':I-<-~ ').. ~....... ill ..1,;\ I .I'r . \:. ~ ' ,t. './ v,.(. ': ,:~" ~: .-~"~: '", J l:f'c'~ .oo '"1 ~ --" ~'(~''':'.' ". .-.... -r."r:ft"~::' '~ilol:. ... , " 1 ~;,'~-.....i.,...." I",. '~':<i ~~'.:\~~\ I 'V ~,. ,.,': ~ ,r ...~I. i ~'...... p' .' .~olj...?, '":" ~ ., ~ ..;. ".... "" .. l' ." . r/ ...... ....~ "tt:. ":~.::~~ . Gl "\ :' .' ... .. . -,:0).' ... l!'\. ~'J" J(Vl"j' 13 "- "'.. ... ~~~.,.."" .,. .1 O:'..{.... ~.:i. '- ~- .......:.. ',' ." " ". .... I'........ . ....}, , '. '1" ;, "'1' " " ,.' ~.:.-.-"' '. " '-, , ,e" .. '<- .' " , ' t..... / I :.~' ,":--.' '. ..:::. " ... } ", .. ., !\ .... I . ...~.:.;~. ,. '(::~- -....:..~.::. Dry Creek Sewer Imporvements - End Project "! ,~ SOURCE: USGS Map, NCDOT USGSTopo 1ile007.sid USGSTopo Tile008.sid o 1,000 2,000 4,000 Feet ~ ROCKINGHAM COUN Dry Creek Sanitary Sewer Improvements Phase 1 Location Map t ~._"'::;'" ...... " ,} -I!I,\ ,.~ .........'...,.... '0. ,,-"'~, J ~"'~ "'\., '\ \, '\.... "\:~ '......\ \ " ~.~:.....J \...,~ ......... "... "'"" '-,,:}. '..... .,"'...' '" '\:\\. ... \.... '~:~ ~'\ t{ \~; , ,-..,- . 1 .....--..... ,\ / . (; '......- -- ~..., .~.., ..,;; '... ... \ . \ \, ~~ ~~, "') t~] 1'.~ · ~... . ."11 ._ ... . . ,- ~ . .' --........- o z...... = ~ g~ o III oj Q) III ell .r:: a.. 'Q) .l!l:i lii .2' ElJ.. ~ f!! Q) o oS $ ... co g ~~ 8 ':: - ell 0 {j lii 5 - .f; ~ti en ,- ~~ ell ... '~~ ~ ell en "" Q) e! u ~ c 21 Oi Cfl: ~~ ~U~ ~cH "~I Legend Dry Creek Sanitary Sewer Improvements - Phase I IIJ! WI< Impacts Figure iii'DICKSON community Infrastructure consultants o 50 100 200 Feet - Streams Parcel Boundary - Railroad Trussel - Proposed Gravity Sewer Line r/',Jlmpacted Area c::J Limits of Disturbance ~rni@~OW~~ JAN 2 2 2009 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers DENk - W/>.ll:k UUALI i'{ ~DSANDSTORMWATERBRANCH This fonn should be completed by following the instructions provided in Section IV of the JD Fonn Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: Dry Creek Sewer Improvements-Phase 1 State:North Carolina County/parish/borough: Rockingham City: City of Eden Center coordinates of site (lat/long in degree decimal fonnat): Lat. 36.52 I 41 0 I Long, -79,688800., Universal Transverse Mercator: Name of nearest waterbody: Dry Creek Name of nearest Traditional Navigable Water (1NW) into which the aquatic resource flows: Dan River Name of watershed or Hydrologic Unit Code (HUC): 03010103 Upper Dan River I Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e,g., off site mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different JD fonn. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): I Office (Desk) Detennination. Date: Field Detennination. Date(s): SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There_ "navigable waters of the U.S," within Rivers and Harbors Act (RHA)jurisdiction (as defined by 33 CFR part 329) in the review area [Required] I Waters subject to the ebb and flow of the tide, Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce, Explain: B. CW A SECTION 404 DETERMINATION OF JURISDICTION. There. ''waters of the u.s." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFRpart 328) in the review area [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): 1 lNWs, including territorial seas Wetlands adjacent to lNWs Relatively pennanent waters2 (RPWs) that flow directly or indirectly into lNWs Non-RPWs that flow directly or indirectly into lNWs Wetlands directly abutting RPWs that flow directly or indirectly into lNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into lNWs Wetlands adjacent to non-RPWs that flow directly or indirectly into lNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: 2 Ilinear feet: 5 width (ft) and/or acres. Wetlands: 0.51 acres. c. Limits (boundaries) of jurisdiction based on: Elevation of established OHWM (if known): Z. Non-regulated waterslwetlands (check ifapplicable):3 . . Potentially jurisdictional waters and/or wetlands were assessed within the review area and detennined to be not jurisdictional. Explain: I Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). 3 Supporting documentation is presented in Section III.F. SECTION III: CW A ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.! and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.! and 2 and Section III.D.I.; otherwise, see Section III.B below, 1. TNW Identify lNW: Summarize rationale supporting determination: 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent": B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under RapaDos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNW s where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EP A regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter oflaw. If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.! for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and off site. The determination whether a significant nexus exists is determined in Section III.C below. 1. Characteristics ofnon-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: _ Drainage area: Average annual rainfall: Average annual snowfall: inches inches (ii) Physical Characteristics: (a) Relationship with lNW: o Tributwy flows directly into lNW. o Tributwy flows through tributaries before entering TNW, Project waters are . river miles from lNW. Project waters are river miles from RPW. Project waters are aerial (straight) miles from lNW. Project waters are aerial (straight) miles from RPW. Project waters cross or serve as state boundaries, Explain: Identify flow route to TNW: Tributwy stream order, if known: 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. S Flow route can be described by identifYing, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. (b) General Tributary Characteristics (check all that apply): Tributary is: 0 Natural o Artificial (man-made). Explain: o Manipulated (man-altered), Explain: Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Primary tributary substrate composition (check all that apply): o Silts 0 Sands o Cobbles 0 Gravel o Bedrock 0 Vegetation, Type/% cover: o Other, Explain: o Concrete o Muck Tributary condition/stability [e,g., higWy eroding, sloughing banks]. Explain: Presence of runlriffierOI complexes. Explain: Tributary geometry: Tributary gradient (approximate average slope): % (c) Flow: Tributary provides for: Estimate average number of flow events in review area/year: Describe flow regime: Other information on duration and volume: Surface flow is: Characteristics: Subsurface flow: . Explain fmdings: o Dye (or other) test performed: Tributary has (check all that apply): o Bed and banks o oJIWMi (check all indicators that apply): o clear, natural line impressed on the bank 0 the presence oflitter and debris o changes in the character of soil 0 destruction of terrestrial vegetation o shelving 0 the presence of wrack line o vegetation matted down, bent, or absent 0 sediment sorting o leaf litter disturbed or washed away 0 scour o sediment deposition 0 multiple observed or predicted flow events o water staining 0 abrupt change in plant community o other (list): o Discontinuous OHWM,7 Explain: Iffactors other than the OHWM were used to determine lateral extent of CW A jurisdiction (check all that apply): . High Tide Line indicated by: . Mean High Water Mark indicated by: o oil or scum line along shore objects 0 survey to available datum; o fme shell or debris deposits (foreshore) 0 physical markings; o physical markings/characteristics 0 vegetation lines/changes in vegetation types, o tidal gauges o other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: Identify specific pollutants, ifknown: 6 A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 7Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): o Riparian corridor, Characteristics (type, average width): o Wetland fringe, Characteristics: o Habitat for: o Federally Listed species, Explain fmdings: o Fish/spawn areas, Explain fmdings: o Other environmentally-sensitive species. Explain fmdings: o Aquatic/wildlife diversity. Explain findings: 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type, Explain: Wetland quality, Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-1NW: Flow is: . Explain: Surface flow is: Characteristics: Subsurface flow: . Explain fmdings: o Dye (or other) test perfonned: (c) Wetland Adiacencv Detennination with Non.1NW: o Directly abutting o Not directly abutting o Discrete wetland hydrologic connection, Explain: o Ecological connection. Explain: o Separated by benn/barrier, Explain: (d) floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc,), Explain: IdentifY specific pollutants, ifknown: (iii) Biological Characteristics. Wetland supports (check all that apply): o Riparian buffer. Characteristics (type, average width): o Vegetation type/percent cover. Explain: o Habitat for: o Federally Listed species, Explain findings: o Fish/spawn areas, Explain findings: , o Other environmentally-sensitive species, Explain findings: o Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if an12-- All wetland(s) being considered in the cumulative analysis:_ Approximately ( ) acres in total are being considered in the cumulative analysis, For each wetland, specify the following: Directly abuts? (Y IN) Size (in acres) Directly abuts? (Y IN) Size (in acres) Summarize overall biological, chemical and physical functions being performed: C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity ofa lNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a lNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency ofthe flow of water in the tributary and its proximity to a lNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the lNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the lNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: . Does the tributwy, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to lNW s, or to reduce the amount of pollutants or flood waters reaching a 1NW? . Does the tributwy, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the 1NW? . Does the tributwy, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? . Does the tributwy, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the lNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into lNWs. Explain findings of presence or absence of significant nexus below, based on the tributwy itself, then go to Section IILD: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into lNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section IILD: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributwy in combination with all of its adjacent wetlands, then go to Section m.D: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT W A TERSIWETLANDS ARE (CHECK ALL THAT APPLY): 1. lNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: IlNWS: linear feet width (ft), Or, acres, Wetlands adjacent to lNWs: acres, 2. RPWs that flow directly or indirectly into lNWs. . Tributaries oflNWs where tributaries typically flow year-round ~jurisdictional. Provide data and rationale indicating that tributary is perennial: Distinct OHWM visible through out channel length investigated. Stream flow during August site visit with Mayflies and Stonefly larvae foundin channeL . Tributaries oflNW where tributaries have continuous flow "seasonally" (e,g" typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section IILB. Provide rationale indicating that tributary flows seasonally: Provide estimates for jurisdictional waters in the review area (check all that apply): I Tributary waters: linear feet width (ft), Other non-wetland waters: acres, Identify type(s) of waters: 3. Non-RPWs8 that flow directly or indirectly into TNWs. . Waterbody that is not a lNW or an RPW, but flows directly or indirectly into a lNW, and it has a significant nexus with a lNW is jurisdictional. Data supporting this conclusion is provided at Section lII.C. Provide estimates for jurisdictional waters within the review area (check all that apply): I Tributary waters: linear feet width (ft), Other non-wetland waters: acres. Identify type(s) of waters: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. . Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. . Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributwy is perennial in Section III.D.2, above, Provide rationale indicating that wetland is directly abutting an RPW: The channel flows along and through portions of wetland. . Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D,2, above. Provide rationale indicating that wetland is directly abutting an RPW: Provide acreage estimates for jurisdictional wetlands in the review area: 0.51 acres, 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. . Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a lNW are jurisidictional. Data supporting this conclusion is provided at Section lILC. Provide acreage estimates for jurisdictional wetlands in the review area: acres, 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. . Wetlands adjacent to such waters, and have when considered in combination with the tributwy to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a lNW are jurisdictional, Data supporting this conclusion is provided at Section lILC, Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters.' As a general rule, the impoundment of a jurisdictional tributwy remains jurisdictional. I Demonstrate that impoundment was created from ''waters of the U.S.," or Demonstrate that water meets the criteria for one of the categories presented above (1-6), or Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED (INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WInCH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (ClIECK ALL TIIA T APPL Y):lO I which are or could be used by interstate or foreign travelers for recreatiOnal. or other purposes, from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: . Other factors, Explain: . . OSee Footnote # 3. 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 Prior to asserting or declining CW A jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EP A HQ for review consistent with the process described in the CorpslEPA Memorandum Regarding CWA Act Jurisdiction Folluwing Rapanos, Identify water body and summarize rationale supporting determination: Provide estimates for jurisdictional waters in the review area (check all that apply): I Tributaty waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): . If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. . Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. D Prior to the Jan 2001 Supreme Court decision in "SW ANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR), I Waters do not meet the "Significant Nexus" standard, where such a fmding is required for jurisdiction, Explain: Other: (explain, ifnot covered above): Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e" presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional l'Udgment (check all that apply): Non-wetland waters (i.e" rivers, streams): linear feet width (ft), Lakes/ponds: acres, Other non-wetland waters: acres. List type of aquatic resource: Wetlands: acres. Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a fmding is required for jurisdiction (check all that apply): I Non-wetland waters (i,e" rivers, streams): linear feet, Lakes/ponds: acres, Other non-wetland waters: acres, List type of aquatic resource: Wetlands: acres. width (ft), SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): I Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Data sheets prepared/submitted by or on behalf of the applicant/consultant. D Office concurs with data sheets/delineation report, D Office does not concur with data sheets/delineation report. I Data sheets prepared by the Corps: Corps navigable waters' study: U.S, Geological Survey Hydrologic Atlas: D USGS NHD data D USGS 8 and 12 digit HUC maps. U.S, Geological Survey map(s), Cite scale & quad name: 1:2400 DanviIIe VA, 1:2400 Greensboro NC. USDA Natural Resources Conservation Service Soil Survey, Citation: Rockingham County GIS, National wetlands inventory map(s), Cite name: State/Local wetland inventory map(s): FEMA/FIRM maps: FIRM Map # 711709000J. 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: IZI Aerial (Name & Date): Rockingham County 1997, or D Other (Name & Date): I Previous determination(s), File no, and date of response letter: .. AAPpll!cabblle//support!ng ca:>e l~fiw: I' pp Ica e supportmg sClentl IC Iterature: Other information (please specifY): B. ADDITIONAL COMMENTS TO SUPPORT JD: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Dry Creek Sanitary Sewer Improvements Phase I Date: 8/6/2008 ApplicanUOwner: City of Eden County: Rockinaham Investigator: G Lankford, B Hockett State: NC Do Normal Circumstances exist on the site? Yes X No Community ID: Forested Wetland - - Is the site significantly disturbed (Atypical Situation)? Yes No X Transect ID: GC-1-6 - Is the area a potential Problem Area? Yes No X Plot ID: Soil Boring 3 - - (If needed, explain in remarks.) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator Ulmus rubra CanODY FAC Fraxinus pennsvlvanica CanODY FACW Acer negundo Shrub FACW Liaustrum sinense Shrub FAC Dulichium arundinaceum Herb OBL Microsteaium vimineum Herb FAC+ Toxicodendron radicans Vine FAC Parthenocissus auinauefolia Vine FAC Percent of Dominant Species that are OSL, FACW or FAC (excluding FAC-) 100 - Remarks: HYDROLOGY Recorded Data (Describe in Remarks:) Wetland Hydrology Indicators Stream, Lake or Tide Gauge Primary Indicators: X Aerial Photographs Inundated - other Saturated in Upper 12 inches - X No Recorded Data Available Water Marks - Drift Lines - Field Observations: Sediment Deposits - ~ Drainage Patterns in Wetlands Depth of Surface Water: - (in.) Secondary Indicators (2 or more required): - Oxidized Root Channels in Upper 12 in. Depth to Free Water in Pit: - (in.) X Water-Stained Leaves X Local Soil Survey Data Depth to Saturated Soil: >17 (in.) X FAC-Neutral Test - - Other (Explain in Remarks) Remarks: Project/Site: Dry Creek Sanitary Sewer Improvements Phase I Date: 8/6/2008 Community 10: Forested Wetland Transect 10: GC-1-6 Plot 10: Soil Boring 3 SOILS Map Unit Name Drainage Class: Poorly (Series and Phase): Leaksville silt loam Confirm Mapped Type? Yes - Taxonomy (Subgroup): Typic Albaqualfs X No - Profile Description: Depth Matrix Color Mollie Colors Mollie Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-6 7.5 YR 4/3 Silt Loam 6-11 7.5 YR 4/2 7.5 YR 4/8 15% Clav Loam 7.5 YR 2.5/1 4% 11-17 7.5 YR 7/2 7.5 YR 5/8 30% Clav 7.5 YR 2.5/1 7% Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime X Listed on Local Hy&ic Soils List Reducing Conditions Listed on National Hydric Soils List X Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? X Yes X Yes X Yes No No No Is this Sampling Point Within a Wetland? X Yes No Remarks: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) ProjecUSite: Dry Creek Sanitary Sewer Improvements Phase I Date: 8/6/2008 ApplicanVOwner: City of Eden County: Rockingham Investigator: G Lankford, B Hockett State: NC Do Normal Circumstances exist on the site? Yes X No Community ID: Forested Non-Wetland - - Is the site significantly disturbed (Atypical Situation)? Yes No X Transect ID: GC-1-6 - Is the area a potential Problem Area? Yes No X Plot ID: Soil Borina 4 (If needed, explain in remarks.) - - VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator Ulmus rubra CanoDv FAC Diospyros virginiana Canopy FAC Juglans nigra Subcan. FACU Fraxinus pennsvlvanica Shrub FACW Cassia fasciculata Shrub FACU Microstegium vimineum Herb FAC+ Carex sp. Herb FACW Toxicodendron radicans Vine FAC Lonicera iaponica Vine FAC- Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 67 - Remarks: HYDROLOGY Recorded Data (Describe in Remarks:) Wetland Hydrology Indicators Stream, Lake or Tide Gauge Primary Indicators: X Aerial Photographs Inundated - Other _ Saturated in Upper 12 inches X No Recorded Data Available Water Marks - - Drift Lines Field Observations: Sediment Deposits - _ Drainage Pattems in Wetlands Depth of Surface Water: - (in.) Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 in. Depth to Free Water in Pit: - (in.) Water-Stained Leaves - - Local Soil Survey Data Depth to Saturated Soil: - (in.) FAC-Neutral Test - - Other (Explain in Remarks) Remarks: Community 10: Forested Non-Wetland Transect 10: GC-1-6 Plot 10: Soil Boring 4 ProjecUSite: Dry Creek Sanitary Sewer Improvements Phase I Date: 8/6/2008 SOILS Map Unit Name Drainage Class: Poorly (Series and Phase): Leaksville silt loam Confirm Mapped Type? Yes - Taxonomy (Subgroup): Typic Albaqualfs X No - Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-8 7,5 YR 4/3 Silt Loam 8-18 7.5 YR 5/3 7.5 YR 5/2 5% Clav Loam 7.5 YR 4/6 0% Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime X Listed on Local Hyd ric Soi Is List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? Yes X No Yes X No Yes X No Is this Sampling Point Within a Wetland? Yes X No Remarks: USACE AID# DWQ# Site # (indicate on attached map) m STREAM QUALITY ASSESSMENT WORKSHEET ......a. Provide the following information for the stream reach under assessment: . J. ~ I. Applicant's name: C~ 0 ~ E!'"". 2. Evaluator's name: G e (j ~ ~o."" f(..r;, ( A 3. Date of evaluation: A...~ b '200 ~ 4. Time of evaluation: \ \ ~ 1. ~ G\ """' 'Q I 5. Name of stream: UT ~ 6. River basin: t{o '" '^ cJ Ik , 7. Approximate drainage area: '1 S" 0.. c.. 8. Stream order: -h r t 1- 9. Length of reach evaluated: ,.....20D 10. County: ~Oc.((\~<:. k(A.~ I N C- 11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Latitude (ex, 34.872312): 3 b. 52. I ~ o?}J Longitude(ex.-77.556611): - r ~ "8 ~ S O"f W Method location determined (circle): ((};S) Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other 13. Location of reach under evalu~ote nearby roads and landmarks and attach map identifYing stream(s) location): Nt) rtl "",sf- [clo.l'\ ~ /~o 1'If/ ~r t!hs! "I f='ul'iJ CI'<<&J- ~(I..J It Vl-J ", ~ ~:~.r ndti,. ~ /'fill f+:y,--: 14. Proposed channel work (if any):' Se.vJ~r fC2 ~ I......CA. MA ""- t 15. Recent weather conditions: C. \ -e CA. r d- vJQ" f "" 16. Site conditions attime of visit: SfN>o.."", R".N 6 d II J - d """ I' 17. IdentifY any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat _Trout Waters _Outstanding Resource Waters _ Nutrient se~ Waters _Water Supply Watershed _(I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES ~fyes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES ~ 20. Does channel appear on USDA Soil Survey? YE~ 21. Estimated watershed land use: 8D % ResidentV _% Commercial _% lndustrial _o/,Agricuttural . [-.:I..%Forested _%ClearedlLogged s:..%Other(Sr4n~ ~e: lJ 22. Bankfull width: 5 ~ + 23. Bank height (from bed to top of bank): ;).. .[C~ t 24. Channel slope down center of stream: ~at (0 to 2%) _Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%) 25. Channel sinuosity: _Straight ~asional bends _Frequent meander _Very sinuous _Braided channel Instructions for completion Qf worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc, Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 7- 3 Comments: E~aluatorls Signature . .. Date Au$\. it; t '2-CJd 8 This channel evaluation form ed 0 be used only as a guide to assist landowners and envlrinmental professionals in gathering the data required by the nited States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-844 I x 26. STREAM QUALITY ASSESSMENT WORKSHEET 3 4 Lf- 5 It o "3 2 North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 Date: b "l....009 Evaluator: G . 4 ",/(.((1 r ~ Total Points: Stream Is at least Intermittent if ~ 19 or erennlaf if ~ 30 County: 'j) I r \<.. u d(, '" ~~-- Latitude: "3 b~ 5' '2. I '-/ 0 1- Longitude: - "19 , b. 8 8 Other $,g. Quad Name: tJ o Project: Site: l7T A. Geomoroholoav (Subtotal- I 5"". S"" ) .W........... .i.>Mod,t.atej ;,;~~f:::$r" :A:bSent .... ii/... . .'.k/:: . . . . 1., Continuous bed and bank 0 1 2 l3~ 2, Sinuosity 0 1 f') 3 3. In-channel structure: riffle-pool sequence 0 1 3 4. SOil texture or stream substrate sorting 0 1 i- 3 5. Active/relic floodplain 0 1 ) 3 6. Depositional bars or benches 0 CD 2 3 7, Braided channel (OJ 1 2 3 8. Recent alluvial deposits 0 ro 2 3 9. Natural levees 0 (j) 2 3 10. Headcuts ~ 1 2 3 11. Grade controls 0,5 1 1.5 12. Natural valley or drainageway 0 0.5 1 (1'p 13. Second or greater order channel on existina NO=@ USGS or NRCS map or other documented Yes = 3 evidence. a. Man-made ditches are not rated; see diSCUSSions In manual B. H drolo Subtotal = 14. Groundwater flow/discharge 15. Water in channel and> 48 hrs since rain, .Q! Water in channel - d or rowi season 16, Leaflitter 17. Sediment on plants or debris 18. Organic debris lines or piles (Wrack lines) 19. H dric soils (redoximorphic features) present? o o 1.5 o 0,5 o 0.5 No=O 3 0> C. Biology (Subtotal ;;:: +- ) 200" Fibrous roots in channel 3 2 (1) 0 21D. Rooted plants in channel [) 2 1 0 22. Crayfish ~ 0.5 1 1.5 23. Bivalves l.> 1 2 3 24, Fish ~ 0.5 1 1,5 25, Amphibians 0 0,5 1 ~ 26. Macrobenthos (note diversity and abundance) 0 0.5 1 11~ 27. Filamentous algae; periphyton Cd) 1 2 3 28. Iron oxidizing bacteria/fungus. lQ) 0.5 1 1.5 29D. Wetland plants in streambed FAC=0.5; FACW=O.75; OBL=1,5 SAV=2,O; Other:{O) u, Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. Notes: (use back side of this form for additional notes.) Sketch: &-\\~t. \}. '"1 (-t ! o ~rT /l'lc..'O.f (,; S' I <;; ~ NI '(t~ · WETLAND RATING WORKSHEET Fourth Version I fill 1 I AV(~vJ2. Project NameJ)rb Cf'JUlk.. SC1\...~J,,"'1 Se'vl'C'r Nearest Road County .R <Ie It I ~~ ~""...... W etIand area ~acres Name of evaluator C:.. LD\.,J.. -fl, (' ~ WetIand width Date A~c.' feet 2c<J <0 Wetland location _ on pond or lake V-On perennial stream on intermittent stream within interstream divide other: Adjacent land use (within Y2 mile upstream, upslope, or radius) _ forested/natural vegetation ~ % _ agriculture, urban/suburban 80 % _ impervious surface ~% Soil series: _ predominantly organic - humus, muck, or peat -0redominantly mineral - non-sandy _ predominantly sandy Dominant vegetation (1) S/I #' I~J E' "'" (2) ~ ('LtJ.V\ Aj" (3) C~\N1( Pr,:" f Hydraulic factors _ steep topography ditched or channelized ~tal wetIan,d width ~ 100 feet Flooding and wetness _ semipermanentIy to permanently flooded or inundated _ seasonally flooded or ~undated . ~termittentIy flooded or temporary surface water _ no evidence of flooding or surface water * Wetland ty?(select one) ~ Bottomland hardwood forest Headwater forest _ Swamp forest Wet flat Poco sin _ Bog forest Pine savanna Freshwater marsh _ Bog/fen _ Ephemeral wetland _ Carolina bay Other: · The rating system cannot be applied to salt or brackish marshes or stream channels j R Water storage 3 x 4.00 = ~ A Bank/Shoreline stabilization \ x 4.00 = rn NT] Pollutant removal 5 .. x 5,00 = I1-S " .atin Wildlife habitat '2- x 2.00 = rn Aquatic life value -L x 4.00 = ~ G RecreationlEducation 2- I 00 ~ r ""Addl "t'f' 't" te hed d 100"- ' <Ii b x . 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