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Home My WebLink About20160957 Ver 1_17BP.10.R.66 (Union Bridge 152) 10-07-16_20161007STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR October 7, 2016 U. S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28403 Attention: Ms. Crystal Amschler NCDOT Coordinator ANTHONY J. TATA SECRETARY Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification 3886, for the Replacement of Bridge No. 152 on Austin Road (SR 2156) over Adams Branch in Union County, North Carolina. State Project No. 17BP.10.R.66, Division 10. Dear Ms. Amschler: Please find enclosed the revised Pre-Construction Notification (PCN) form, Stormwater Management Plan, permit drawings, and half-size roadway design plans for the subject project. The North Carolina Deparhnent of Transportation (NCDOT) proposes to replace Bridge No. 152 over Adams Branch on Austin Road (SR 2156) between SR 2139 and SR 2152 in Union County. The proposed project consists of removing the functionally obsolete bridge (Sufficiency Rating of 23.67) built in 1957 and replacing it with a double 12 x 9-foot (48 feet long) Reinforced Concrete Box Culvert (RCBC). The project length is approximately 0.097 miles. Thank you for your time and assistance with this project. If you have any questions or need additional information, please contact Larry Thompson at lthompson@ncdot.gov or (704) 984-4400. Sincerely, Larry Thompson, PWS, LSS Division Environmental Officer Cc: NCDOT Permit Application Standard Distribution List 716 W. Main Street, Albemarle, NC 28001 * Telephone (704) 983-4400 * Fax (704) 982-3146 North Carolina Division of Highways — l Oth Division Mitigation Services ENVIRONMENTALOUALITY PA'� MCCRORY Qs04>F.!'710J' ➢ONALD R. F�AN DER VAART Seee�etarv October 5, 2016 Mr. Larry Thompson NCDOT Division 10 North Carolina Department of Transportation 716 West Main Street Albemarle, North Carolina 28001 Dear Mr. Thompson: Subject: EEP Mitigation Acceptance Letter: Division 10 Project, Replace Bridge 152 on SR 2156 over Adams Branch, Union County; WBS Element 17BP.10.R.66 The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information received from you on October 5, 2016, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco- Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Non- Coastal sp Cold Cool Warm RiParian � arian Marsh Zone 1 Zone 2 lmpacts 0 0 122.0 0 0 0 0 0 (feedacres) This mitigation acceptance letter replaces the mitigation acceptance letter issued on September 29, 2016. This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, �� James B. tanfill Credit anagement Supervisor cc: Ms. Crystal Amschler, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR Ms. Linda Fitzpatrick, NCDOT — PDEA File: SR 2156 — Bridge 152 — Division 10 Revised State of North Carolina Environmental Quality � MitigaUon Services 1652 Mail Service Ce�ter � 217 W. Jones Stree[, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank � Yes ❑X No or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes ❑X No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Replacement of Bridge No. 152 on SR 2156 (Austin Road) over Adams Branch 2b. County: Union 2c. Nearest municipality / town: Monroe 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if N/A applicable): 3d. Street address: 716 W. Main Street 3e. City, state, zip: Albemarle, NC 28001 3f. Telephone no.: 704-983-4400 3g. Fax no.: 704-982-3146 3h. Email address: Ithompson@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: N/A 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: N/A 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 34.893294 Longitude: -80.560731 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Adams Branch 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Yadkin-Pee Dee 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 in the project vicinity consists primarily of agriculture, forest, and low density residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 160 3d. Explain the purpose of the proposed project: To replace a functionally obsolete bridge. The bridge was built in 1957 and has a Sufficiency Rating of 23.67. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will replace Bridge No. 152 with a double 12'x9' RCBC (46 feet in length). Standard road building equipment will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the � Yes ❑X No ❑ Unknown Corps or State been requested or obtained for this property / pro'ect includin all prior phases in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ 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. 5. Project History 5a. Have permits or certifications been requested or obtained for �Yes ❑X No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes OX No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑X 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 impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W 1 - Choose one Choose one Yes/No - �/2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - Wg - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0 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 (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Culvert Adams Branch PER Corps 10 48 $2 P Flood Plain Benches Adams Branch PER Corps 10 74 S3 T Dewatering/Total Length Adams Branch PER Corps 10 131 S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 131 3i. Comments: The project will replace the existing bridge with a 12'x9'x48'L reinforced concrete box culvert (RCBC). Impacts include 48 feet of permanent channel impacts for the culvert, 74 feet for flood plain benches and 131 feet total of temporary impacts for dewatering operations and open cut installation for waterline relocation. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts o 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. 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): 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 im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse � Tar-Pamlico � Catawba � Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Tem ora T feet feet B� - Yes/No g2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No gg - Yes/No 6h. Total Buffer Impacts: o 0 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The project is a bridge replacement. There will not be any on site detours to avoid additional impacts and the bridge will be replaced at its existing location. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Bridge Demolition, Removal, and Construction will be followed as well as those for Sedimentation and Erosion Control. 2. Compensato Miti ation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑X 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): ❑X DWQ ❑X Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this ❑X Payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Complete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑X Yes 4b. Stream mitigation requested: 122 linear feet 4c. If using stream mitigation, stream temperature: warm 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. COmments: Stream mitigation is requested for the 25 linear feet of permanent impacts. 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 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑X 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 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑X No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes � No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? p o�o 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑x Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached Stormwater Management Plan. 2e. Who will be responsible for the review of the Stormwater Management Plan? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local overnmenYs 'urisdiction is this ro'ect? N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP � Water Supply Watershed � Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review �Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply �ORW (check all that apply): ❑Session Law 2006-246 DOther: NCS000250 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 Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 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 ❑X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. 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.) N�q ❑ 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 ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑Yes ❑X 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 ❑X 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. Due to the minimal transportation impact resulting from the bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study is not necessary. 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. N/A Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS County List, NCNHP Database, and field reviews in 2014. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? EFH Mapper 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? NCDOT Project Review is currently underway to determine whether surveys are required. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: It has been designed to meet the MOA criteria. The proposed design does not increase base flood elevations. 8c. What source(s) did you use to make the floodplain determination? NC Floodmaps Larry Thompson October 7, 2016 Applicant/Agent's Printed Name ApplicanUAgent's Signature Date (AgenYs signature is valid only if an authorization letter from the a licant is rovided. Page 10 of 10 w.� 1��'� 4 r � ,;�p, y 7 1 �' � *,,*. , . �, � � , s&: , , y g as�'.w ' +� ,�y � �� . f�l � : ;. : i ` v �,� � � f i � , $j+` 4 �'�V��, � �' At � �� d . ! � �� / � � � ��,�,.� y)�-y� � .��. � � g 7 '��` ^'�� . �� . � ' / ,+ -i�. � + i � Y . 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' � � M � r � � � � ' �� $tl�� '� � '� �I � +�+ � � � � � ,�� .� �'� � � �� J +{ � '� '4` �� l• � � � . � ,� � ' � � 3 - l �+ ;�� ^} 4 r�� '�� 'L �J � � � 7� � � r � � R°�, `� � � , • � . f `� � '�' rl � y4 � '• p� 4 �j `+ ,w� ,. � I � �'� � � � ' Y f i � '1X � � , �}��, , �� ~L� f y �� t � � �� . � � - � t �� _ � �� . �,r � � f ', . fr� �-- � .��°� � ti o ' �"� �� A � � � �� ,. - i � � ,; r � � � �;,' � � j � �� p , � e � � � 'r r � y } ` fj ,� a �r r i�� § � { �r, � � � � � � . 5� �r � i + � 4 { —' � r �' ' I+ � '1 �� r � �`�� : _ � � •'� ;ti � i� �y � �, �, � l �� F"°pT"°a Union County - SR 2156 (Austin Road) 9 y � Or1 . �. Adams Branch Figure 3 v ° r Feet '°FNro€�,AN�Q°PP 0 250 500 1,000 1,500 2,000 , North Carolina De artment of Trans ortation \ l 11�;} i�^! Et�° p p � 5� c� r� 1 z4r •�te�r ; M ,.. _ . Highway Stormwater Program �'- STORMWATER MANAGEMENT PLAN _- (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.66 County(ies): Union Page 1 of 2 General Project Information Project No.: 17BP.10.R.66 Project T pe: Brid e Replacement Date: 12/10/2013 NCDOT Contact: Paul Fisher Contractor / Designer: HDR Engineering Address: 1020 Birch Ridge Road Address: 3733 National Drive, Suite 207 Raleigh, NC 27612 Phone: 919-707-6720 Phone: 919 785-1118 Email: pfisher ncdot. ov Email: Joshua.Massrock hdrinc.com City/Town: Monroe, NC County ies : Union River Basin(s : Yadkin-Pee Dee CAMA Count ? No Primary Receiving Water: Adams Branch NCDWQ Stream Index No.: 13-17-36-2 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Su I IV WS-IV Supplemental: Other Stream Classification: 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length lin. Miles or feet): 0.10 mi. Surrounding Land Use: Residential-Rural Proposed Project Existing Site Project Built-Upon Area ac.) 0.23 ac. 0.21 ac. Typical Cross Section Description: Roadway -(2) 10' travel lanes with 4' shoulders. Culvert- Roadway -(2) 9' lanes with 1' shoulders. (2) 10' travel lanes 28' outside to outside. Bridge- (2) 9' Travel Lanes 22.33' outside to outside. Average Daily Traffic (veh/hr/day): Design/Future: 1,480 2025 Existin : 740 2012 General Project Narrative: Replace bridge #152 on SR 2156 (Austin Road) over Adams Branch with a Double 12' X 9' RCBC buried 1' with a 2.5' sill in barrel 2. References Hi hW� North Carolina Department of Transportation �STormwater � �� ,,.,,,. �,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN __ (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.66 County ies): Union Page 2 of 2 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 4 12+79 Stream Perennial Adams Branch 13-17-36-2 WS-IV None Culvert N/A N/A 13+19 ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75 ...i ---:....i ._.-_._ i ...:.. .__.. .�..i... ._._:_ ��_...i �,._. . ...:.. i_...: .._.�. ..i.�. ...:. ..�._..i......_...i...._....i...__....i.... .....i_..._....i...._....i.........i...__. ..i.._.. _.i..�. i �..i�.. i...�.: :.�....i ...i.... i ...i_. ..:..._i .:.... ....:... i...__i_ i_....i.. .. -- 7-�- -�7-.�.� �� i L , _._� .� . ..._.__ . ._.-L _�__.� ._. _� ._.�.. .� _�_ ._�__.-- ---- ��rt-_. ._.-- �-- i �-�---- i i - - i �.-� =' � ''. �' �, ''. 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'- ___ . . ._ I . �-_- ._ . __ .. ... _I I. I_ I I I I I I I I _�I_I I I II_I,�I I I I�I I I I . nl I I _I li I I i li._ I _I. . _I . . . ___ . "_ _ _ ....... . . . ..... _ I_ __... .—_ _...I'__" _ .__ ..- . ". -__.. !� _I I . I I I_ I I _I .. _I__ I I I_ I. -I -I ........ . . ...._. . ._._. . .LI I I_ 111.L I 11 � LI� JL� LLJI I �.�LL Jll LI� I I 1�.�L I I 11 LI�� J1L I� I� .1._LI� I�!.L L� �I I 11�L LJI . � �� . . . � . ' . . . ., . . i . . . . . . . . . . . . . ....... .. . .I��I 1 . ' . . I y lill � II I� I. I I�I�I I�III lill IIII II �� . �: I III! ill IIi II!ilil II Illlill ��II �I�II I!�I !Ili II �II - L— 12 + 88.07 � � � �� 1�:�i �' �� I ' : � I � � � � , I, , � �'' I'' '� aii� iII'� �'� IiI�I i��II �i __: , , a i i�i � �H ii �_ � �'� � � � �I� �I�'� I�I ELEV.=605.1 I �� ' � �I, � _ � I S KEW — 60 , , I II �I i � DOUBLE 12 X 9 RCBC I � � I I I�I I I'�I ! I � �,�' I ; � � ! ;- ;-I , I ;- ,- ,-� - , ,-,- P RO POS E D , , �II I III �II�; �,�; ��i � �� ,�, BURIED 1 WITH A �. 6� O � I�'� I I � ROADWAY � 2.5' SILL IN BARREL 2 r I�-r� � �� I�-�� ' ' ' '� � ��-�'� � � �' � �-'�T � �'�� '� �; i �, � r' I' r''�' '�', T-rr ,� r I� � r� �, � i;,, � � � ,� , I''� �� ''� � iLi � � LI',' '' �� u� 11 I' 11 �_i � LI''� � 600 - S = 0. 048 � 3-13-14 � I l�� 11 _ � �1� � � WSEL=S 4.0 II 9 �� 1 — — -- � � � �- � 5on i��' i�ouou�� i�� i�� .. ._.. . � _ . :� IGS —L — 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 12+43 to 13+37 -L- Culvert <0.01 25 Bench / Waterline 0.02 131 TOTALS: <0.01 0.03 25 131 Revised 3/31/05 See Sheet �-A For Index of Sheets �:� DETOUR ROUTE VICINITY MAP (NOT TO SCALE) TO SR 2/39 �� LOCATI�1�: BRIDGE 11t0.1SZ 01� SR 2156 �T�ER ADAMS BRA11tCH BET WEE1� SR 213 9 A1�D SR 21 �2 TYPE OF WORK: GRADII�G, DRAII�AGE, PA VI1�G A1�lD STR UCTURE END CONSTRUCTION END STATE PROJECT 176P.10.R.66 —L— STA. 15 + 46.00 9' RCBC —L— STA. 12 + 73.06 CONSTRUCTION BEGIN STATE PROJECT 17BP.10.R.bb —L— STA. 10 + 35.00 LOCATION SKETCH CULVERT TO SR 2/52 HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � r ��.��,��N�� ,�� DO NOT USE FOR CONSTRUCTION Prepo�ed for the Office of: HI'DRAULICS E11tGI11tEER DIVISI011t OF HIGHWAYS GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH STATE OF 1VORTH CAROLIIVA ADT 2 Ol 2= 740 DI T�ISI�1� �F HIGHWA YS 20 10 0 20 40 ADT 2025 = 1480 1000 Birch Ridge Dr., Raleigh xc, 27610 �� p� ��Q DHV = % LENGTH ROADWAY STATE PROJECT 17BP.10.R.66 = 0.091 MILES 20I2 STANDARD SPECIFICATIONS �� o PLANS ° � o � �— % LENGTH STRUCTURES STATE PROJECT 17BP.10.R.66 = 0.006 MILES SIGNATURE: P.E. � � 20 10 0 20 40 T— 6 ��o RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � � V= 55 MPH T O T A L L E N G T H S T A T E P R O J E C T 17 B P. 1 0. R. 66 = 0. 097 M I L ES MAY 22 2015 PROJECT ENGINEER ROADWAY DESIG11l �� a� ' E11 tGI11lEER �� p � ��s� PROFILE (HORIZONTAL) 4 2 0 4 g FUNC CLASS = LETTIIIIG DATE: JAMES R. RICE, P.E. LOCAL RURAL AUGUST 19, 2O�J� I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUBREGIONAL TIER P.E. LOUIS MITCHELL P.E. SIGNATURE: DIVISION ENGINEER � 0 N � 0 � m 1 �lote: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ----- County Line --- Township Line --- City Line -- Reservation Line - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X Proposed Woven Wire Fence Proposed Chain Link Fence 0 EIP Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Boundary or Site ---� Potential Soil Contamination: Boundary or Site - BUILDINGS AND OTHER CULTURE.• WLB EAB EPB . �. � Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �--- --- }---- --- c�'��_--- � � � FLOW � �"I' .�� "I' I �: (�) I �" \ C�>� I'� "I' I-I � � .�� I'� (�) I . I \ .�� II)I �'I�IC�)\ C�)I��' I I I� I�I-I �`'.�� "� � � � � � i � RAILROADS.• Standard Gauge RR Signal Milepost $WltCil RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH � F � � 0 W . W Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — iC� �A, E E TDE PDE DUE PUE TUE AUE O Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Curb Cut Future Ramp CCFR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub �r ��: � * Hedge Woods Line � � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard CONC J CONC WW � CONC HW �--------� � CB Os -s • • O // n �� P - - - -P- - - - Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T Fo Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - � WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G Water Line (S.U.E.* - - - -W- - - - Above Ground Water Line A�c Water TV: TV Satellite Dish C� TV Ped esta I ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information — —G— A/G Gas A/G Sanitary Sewer FSS — — — —FSS— — — - • 0 0 a - 7UTL - 0 UST 0 � m AATU R E.O.I. N Z O N 1 W � *NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT INSTALLATION. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL(S). IF RIP RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. � EXISTING GROUND C LASS ' I I' RI P RAP AT BENCH FACE U PSTRE�►M D ETAI L *NOT TO SCALE MU LTI-BARRE L- G E N E RAL D ETAI L LOW F LOW C HAN N E L AND FLOOD PLAIN SILL *NOTES: 1) FLOOD PLAIN BENCH SHOULD BE CONSTRUCTED WITH NATIVE BED MATERIAL. CONSTRUCT BENCH TO THE TOP OF THE SILL AND LINE BENCH WITH COIR FIBER MATTING. 2) PLACE CLASS 'll' RIP RAP ON FACE OF FLOOD PLAIN BENCH AND CHANNEL SIDE SLOPES. CLASS 'II' RIP RAP CLASS 'll' RIP RAP AT FLOOD PLAIN BENCH FACE � /,S� ---- �S � CLASS 'II' RIP RAP , '� 2:1 SIDE � SLOPES (TYP) COIR FIBER MATTING , . 2.5' SILL (BURIED 1' AND 1.5' BENCH) �� 12' 12' EXCAVATI O N EST. 18 TONS CLASS II RIP RAP EST. 18 SY GEOTEXTI LE NO RIP RAP IN BED OF STREAM AT C U LVE RT O UTLET NTS 9' 12' 12' FLOOD PLAIN BENCH LINED WITH COIR FIBER MATTING 2.5 FT SILL *BACK FILL WITH NATIVE MATERIAL TO SILL HEIGHT DO NOT BACK FILL MAIN �S BARREL THIS BARREL IS TO NATURALLY FILL IN P�,�,N viEw EXISTING GROUND __ ,` . , . C LAS S' I I' RIP RAP - C LASS ' I I' RI P RAP AT BENCH FACE DOWNSTRE�JVI � �. �� 12' 12' PROPOSED GROUND /, / / �' � ,� ,�o /? �� rii / 2.5' FLOOD PLAIN BENCH LINED WITH COIR FIBER MATTING - JS- -JS CHANNEL RELOCATION CLASS 'II' RIP RAP AT FLOOD PLAIN BENCH FACE 2:1 SIDE _ SLOPES �- (TYP) COIR FIBER MATTING 2.5' SILL (BURIED 1' AND 1.5' BENCH) EXCAVATION-EST.250 CY EST. 51 TONS CLASS II RIP RAP EST. 55 SY GEOTEXTILE EST. 25 SY COIR FIBER MATTING NO RIP RAP IN BED OF STREAM AT C U LVE RT O UTLET NTS PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.66 2 -A RrW SHEET NO. ROADWAY DESIGN ENGINEER l��$1E]L��l[�NA][$� ]�ILA�N� IDO N�T USE FOR CONSTRUCTION HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � COMPUTED BY: T.N. BEDENBAUGH DATE: JUNE 2014 PROJECT REFERENCE NO. SHEET NO. N CHECKED BY: D.M. WAINWRIGHT DATE: MAY 2015 �°��°�4 ��4 �� l7BP.IO.R.E6 .3 � ��.��N�� .�� 1l �Y ll�1l�� JTll1l�� Jl � D� N�T USE FOR CONSTRUCTION S UMMAR Y OF EARTHWORI� IN CUBIC YARDS RIGHT OF WA Y AREA DA TA S UMMAR Y �F PA T�EMEI�T REMO VAL UNCLASSIFIED LOCATION EXCAVATION UNDERCUT EMBT+20% BORROW WASTE -L- STA. 10 + 35.00 TO 15 + 46.00 187 1030 843 PARCEL TEMP. PERM. PERM. IN SQUARE YARDS TOTAL AREA AREA AREA PERM. DRAINAGE / CONST. DRAIN. DRAIN. UTILITY ASPHALT ASHPALT CONCRETE CONCRETE PROJECT TOTALS 187 1030 843 PROPERTY OWNERS NAMES REMAINING REMAINING EASE. UTILITY NO. ACREAGE TAKEN EASE. EASE. EASE. LOCATION REMOVAL BREAK UP REMOVAL BREAK UP SAY 190 RT. LT. EASE. -L- STA. 10+35 TO EXIST. BRIDGE 362 105 1 THOMAS R. BIGHAM & JOYCE C. BIGHAM 3.300 0.000 3.300 0.021 0.060 2 CIRCLE "S" RANCH, INC. 355.965 0.000 355.965 0.264 0.048 EXIST. BRIDGE TO -L- STA. 15+46 345 145 3 FEDERAL NATIONAL MORTGAGE ASSOCIATION 5.000 0.061 4.939 4 JOHN RICHARDSON 25.272 0.052 25.220 0.055 PROJECT TOTALS 707 250 *NOTE: ALL AREAS ARE IN ACRES Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Drainage Ditch Excavation, Shoulder Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." LIST �F PIPES, E1�DWALLS, ETC. (FOR PIPES 48" � U11tDER) N Z O J � N N ENDWALLS }� m r o Q . v � ,N Q w � 00 O c� o�o p � Z j � J v N � � ABBREVIATIONS O N � N � STD. 838.01 � Q � � J N M N N N � � N W � � STATION Z CLASS IV R.C. PIPE C.S. PIPE CLASS III R.C. PIPE STD. 838.11 � �,� �� o 0 o N o 00 w � o � C.B. CATCH BASIN U � (UNLESS OTHERWISE NOTED) (UNLESS NOTED OTHRWISE) (UNLESS OTHERWISE NOTED) OR � O`�' a~ FRAME GRATES a�o � � � N � ~ � � � � STD.838.80 `� � Z+ AND HOOD �n � � � v~i � � 00 � N.D.I. NARROW DROP INLET (UNLESS ~ a N o �O p � � W '�'� � "' � N D.I. DROP INLET � � �� a STAN DARD 840.03 r � p p � � O '=� �- } � � O O � NOTED U' � � � c~i, � � 3 M � � } U G.D.I. GRATED DROP INLET � �' Z � � a OTHERWISE) � p 00 � � Q' w � � o �j t� � Q Q U oo �- _ � G.D.I. N.S. GRATED DROP INLET v � > > � LIN. ►- � o 0 o O = v O . � ) Z ; W w V ^ *FT p N N � � � � � � � � 3 Z m � (NARROW SLOT) � � o "' � � ' • • 3 3 � ,,, 'n `" J � � J.B. JUNCTION BOX � W � � W • o 0 0 0 = = W M 3 u SIZE a ,� w °- 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" w CU. YDS. `�' A B � � � � �' � � "' � • p � Z V a j > O � � � � � � � '�' N N 3 � � � � � m � �. � M.H. MANHOLE O O Z Z N � � � _ � o � a m � w w LL � o " � � g � j T.B.D.I. TRAFFIC BEARING DROP INLET Z Z Z ~ O O O � W W W w � � vj uj p�p N � W O m O 0 0 00 0 °D � � � N � u ,� � T.BJ.B. TRAFFIC BEARING JUNCTION BOX THICKNESS � � � � a � o � � � � � LL z z o Z , N w OR GAUGE � v v � �r o� o� o� o� � � � � o_ 00 � . . • _ _ _ �" �— _ — V �j � � � o 0 0 0 0 0 � � w w 0 �j �,; V � Z � TYPE OF GRATE a, �+- � � � p p � p oo � � � O Z d � . . . . . . 0 0 N � V W = Q N 0 0 � � (7 i� � (7 (�' � (� � O V O � � °r N � � � c.i E F G REMARKS -L- 12+25 RT 0401 60020 595.91 52 DRIVEWAY PIPE -L- 15+25 RT 0402 605.59 603.30 36 DRIVEWAY PIPE NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END oF ��ARo�,��. G UARDRAIL S UMMAR Y G= GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT AITENUATOR TYPE 350 LENGTH WARRANT POINT ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND LINE BEG. STA. END STA. LOCATION FROM SHOUL. EXISTING STOCKPILE TYPE 350 FACED REMARKS SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI GRAU VI TYPE GUARDRAIL GUARDRAIL EXISTING STRAIGHT E.O.L. XI M-350 XIII CAT-1 AT-1 GUARDRAIL CURVED FACED END END END END END END MOD 350 MOD III EA G NG C � � � -L- 11+17 12+10 RT 81.25 50.00 12+80 - 4 7 50 - 1 - 1 1 � � -L- 12+45 14+63 RT 206.25 50.00 - 13+16 4 7 - 50 - 1 1 1 o -L- 11+16.5 14+04 LT 287.50 12+96 12+60 4 7 50 50 1 1 2 � c� c9 � � i SU BTOTAL 575.00 100.00 � m GRAU 350 @ 50'X4 -200.00 `�i AT-1 @ 6.25'X2 -12.50 0 �� o TOTAL 375.00 87.50 4 2 o� �� mo � D A T U M D E S C R I P T I ON DETAIL B HDR Engineering, Inc. of thg Carolinas PROJECT REFERENCE NO. SHEET NO. � DETAIL A 555 Fa etteville St, Suite 900 Ralei h, N.C. 27601 /7BP.l�.f�.66 4 � sPEcia� cuT �iTCH N.C.B.E.L.S. License Number: F-0116 SPECIAL CUT DITCH � THE LOCAL I ZEp COORp I NATE SYSTEM DEVELOPEp FOR TH I S PROJECT c Not to s�p�e� �� Not to s�a�e� 2 ww SHEET NO. I S BASED ON THE STATE PLANE COORD I NATES ESTABL 1 SHED BY Front � Front „ „ oc ��r�h 2.� �� t o�t�h NOTES: ROADWAY DESIGN HYDRAULICS NCGS FOR MONUMENT GPS 152-2 Nat��ai � � t Slope � Natural F� o,. ti'� ,�e Slope ?� ti�' �ce \ Ground 4tte F�d ENGINEER ENGINEER WI TH NAD 83/NA 2011 STATE PLANE GR I D COORD I NATES OF Ground �c�4�e � p F�o �� r p , Y�j d 1. INCIDENTAL MILL APPROXIMATELY 25 AT EACH TIE IN AT NORTH ING: 419776.88� � ft ) EAST ING: 1532079.229� ft ) Min. D= 1 Ft. �`r Geotextile BEGIN AND END PROJECT LIMITS TO PROVIDE A SMOOTH ELEVAT I ON: COZ.46f ft l �-� \ Min. D= 1 Ft. TRANSITION TO THE EXISTING ASPHALT PAVEMENT. THE AVERAGE COMBINEp GRIp FACTOR USEp ON THIS PROJECT FROM STA.11+18 -L-TO STA.12+00 -L- RT �; ��'-y ,�3, Type ofLiner= Class'I'Rip-Rap Max.d= 1 Ft. FROM STA. 14+00 -L- TO STA. 15+00 -L- RT � 'L 2. ALL DRIVEWAYS HAVE 10' TURNOUT RADII. ( GROUND TO GR I D l �$: �. 99992734 � o FROM STA. 12 +50 -L- TO STA. 13+00 -L- RT o + 39.00 + 43.00 / FROM STA. 13+30 -L- TO STA. 14+00 -L- RT ��o ��'r�u�SNo �co ST ��IONN� THE N. C. LAMBERT GR [ p BEAR ! NG ANp °6- s4� �T $a' LT LOCAL I ZED HOR I ZONTAL GROUND D f STANCE FROM °'� 6F� ��P$ 152-2�� TO -L- STATION 10+35.�� S �S6- \ +39.91 +94.00 +39.00 +43.00 -� � o N 23° 34' 36. 41 " W 284.28' +sb.00 � , 69' LT 70' LT 71' LT 72' LT 72 LT ALL L I NEAR p I MENS I ONS ARE LOCAL 1 ZED HOR I ZONTAL D 1 STANCES PUE PUE PUE PUE PUE PUE VERT I CAL DATUM USED ! S NAVp 88 "- � DUE D DUE PUE PUE , PUE -L- POT Sto. IOfOO.00 � CLASS 'II' RIP RAP � � OG� ; i +95.00 EST. 51 TONS ' +00.00 55 SY GEOTEXTILE � END CULVERT � � 66' LT '�: w BEGIN CONST RUCT lON 40, �T & � -L - ST A. l3 +03.08 � ; � ------- �� -- _ � -- �- - � - � � __ _ _ BEGIN PROJECT l7BP.lO.R.66 30 LT +ss.9� rn ,. _ � - - -,, - (EX. R�W) 40' LT + 15.00 j -L- STA.10+35.00 E E E BEGIN CULVERT +3o;8T so' LT � +95.00 +90.00 Q (EX• �M 75' TRANSITION LEFT AND RIGHT EOT TO EXISTING 30' LT w 30� �-r -L - ST A. l2 +73.�6 �i� C C (EX. R�W) � _ _ F _ (EX. WW) / \ 75' TRANSITION � - � ----F �� -----------�� -- , F � \\ 20' 4' LEFT AND RIGHT _ _ _ _ _ _ ._ 2' EOT TO EXISTING � F - - GRAU 350 TL-3, +16.5 GRAU 350 TL-3, +04- '�/ \ � - - - - - - F F (�P ) �� -- F � ------- �� ----� � C �i� 8:1 � � � �� C ��LES +/. �c1 Q` I V N M c+Nj i� �°° o� � -L - S 20' 5/' 39.6a E � o 0 0°° N w`p M�. � M N 77 N fV � w a0 p � 0 � � � � � p a0 10' R `r C � � � � � � � � �n / C i .;�,� 6' F20' \ \ � S:1 � ��,P � RETAIN � GRAU 350 TL-3 +V i F � 15" RCP-III �� _ �� REMOVE + 88 �$ GRAU 350 TL-3, + 63 , i ,, . m _ � RCP �� I C ------ C �--____ � 30'RT o � --- _i, �\ � ,� ,,�� - ---- < 040 � .� � _- ,;� � � I � C o � +00.00 C ------C � / I > ' � � � > 18" CSP � � �° � C N i i � z �_�_ � 0401 � o� � c� � o �� 30' RT F I 1 2� I F w Z ► � � + 00.88 \ � � � � EX. WW I-��-� � ►� � � so'RT %--__ / � E E E E ^/,q� $ N ►� � EX. P/L AT 1, �� - �G � J �AT-1, � C W o ► � � �n ► o SPECIAL CUT DITCH SHOP CURVED \� .- +�� - +45 � +40' R�T �� a, Q Q � � SEE DETAIL 'A' GUARDRAIL C C +40.00 �Q�I 11�Y �Ci C'�i � � I�o � � t� , 40' RT & �I � _ SPECIAL CUT DITCH � ; R= 20 R +15.00 � 30' RT ? I � N � ° J�S�ICA �VIL��.. (TYP. EA. SIDE +00.60 65' RT W/CLASS 'I' RIP RAP SPECIAL CUT DITCH (EX. RiW J � � � � pG 77�, OF DRIVEWAY) 55' RT SEE DETAIL 'B' � i DB 574� i CLASS 'll' RIP RAP SEE DETAIL 'A' P � i EST.26 TONS 3 (EX. P�L) . � o SPECIAL CUT DITCH EST. 18 TONS 35 SY GEOTEXTILE 4 � B� � ► �`� E/E D TAIL BP �P F �G 18 SY GEOTEXTILE POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET =+ I �. � END CONSTRUCTION - � � a' � EST.20 TONS 3 +95.55 Z ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- �' o� WOODS j �, 25 SY GEOTEXTILE 63.30'RT ' �J, � EN� PR�JECT �7BP.��.R.66 � 1 GPS 152-1 41886m.134B 1532414.7630 635.38 OUTSIDE PROJECT LIMITS ��o; � � � a,\ _ __ � 2 GPS 152-2 419776.8818 1532879.2290 6m2.46 12•27.17 13.47 RT +20.00 -L STi�.15+46.�� L POT Sto.15+98.�� x 3 BL - 3 420028. 7563 1531982. 8519 6PJ5. fd 1 14 • 96. 86 13. 1 m RT 75' RT W � Q � � BEGIN CONST RUCT lON � o � � � � � � � � � , , , , , , , , , , , , , , , , , ; , , ; ;I_ END CONST RUCT lON � � BEGIN GRA�E - END GRADE � . J � -L - ST A. l0 +35e00 � � � -L - ST Ao /5 +46e00 �Q : -L- _ t- �� EL. 606e05 �__. �_ _ � ; � � ; P� - �4+s2.oa � EL. 607.82 0 0 - : , _, _ _ Pl - 11+05.00 ; EL = 605.44' } : _ . _ , _ ___,_ _ z Q 612 EL = 604.7/' - -' EX/ST/NG BR/DGE *l52 I K= 64 ' 612 o� _ - i } . - TO BE REMOVED � . � j � K 66 _ . i VC = l68 �I � VC = l40' � � : �. _ _ � - - - - V = 40 MPH � - _ _ - a a ' V= 40 MPH = _ EX/ST /NG GROUND ' , W w 608 PROPOSED 608 o - _ � � � � � . GRADE : � � � � � � �� , _ , _, _ ._^� , _ _ _ . � ____ � - - ; .. . •• - N o �+)2.8375� ' ' N_ - _ ' � 604 � r-��.s�oo� - _ _ _ _ _ _ . r+�o.2o45i _ _ - 604 __ __- N , -1��921Z5/._ _ _ _ _ - �� tirn ----__ ___---- 0 0 ------------------�---- ----- -------- ------ � __ ____ _-- r � � � � _- __,_ ___. ____ ____ _ ____.__._ __. -- - - - - 00 O O I - - - _ _ SPEC►q� CUT p� o -: - __ _ I I - - - - - - - IA UT pITCH_ @_ 3'�- " " � -- 3/ � � - - - _ _ _ _ _ TCH_@_ 2.40/ r-- -- � ��-,- �- SPEC � C _ _._ --- o c� > > �i � "---__ � _ - o c�, W w 600 CULVERT HY�RAULIC DATA ' - -- . _ . _ _ _ _ _ � - " 600 - - - � _ _ - ,_,-_ i O ch p n A°�o � O O � � � _ o r- � _ _ . I � . � � � . ,o . N � _, ,�(�� a.'�� `� II � �� DES/GN D/SCHARGE _ 1000 CFS I�� +� - � SPECIAL CUT DITCH W/CL 'I' RR � I G�p,Ss ��' � Q w �� n E S/ G N F R E Q U E N C Y = 2 5 Y R S �� I o o @ 4. 6 2% I � - � o\,� � N �� .� _ o o - � J ! i I - � , , o o v� w 5 9 6 D E S/ G N H W E L E V A T l O N = 6 0% 9 F T i=� W - �� _'__ � S Q� ,, � � + BASE D/SCHARGE _ 1393 CFS - - � G�P� " � � � � � �° _ 5 9 6 r _ _ � . � � �� i , a w '--� - �� r � _ - - _ � BASE FREQUENCY = l00 YRS } N W � � ' ' - - _ _ , � � N w BASE HW ELEV AT /ON = 603.4/ FT �, �- g �, � � ' � - o � � } B L - 3 � - } _�� I � g o o � _ -EL- STA. 14+96.86 ( 1 3. 10 LEFT l OVERTOPP/NG D/SCHARGE - 1600 CFS 5 9 2 p�ERT OPP/NG FREQUENCY= � l00 YRS ° '- - L- S T A. 1 0 + 4 9. 2 8 ( 1 3. 1 0 L E F T) 5 9 2 N �� , �� u z �!; r> ,, oo ',, +� p, E L E V A T I O N = 6 0 5. 0 1 o OVERTOPP/NG ELEVAT/ON = 604.8 FT N W o� � �� a - _ ' > _ �il � °� � � � � . - �- -� � M u _ ° N w I - - -- ---- - - --- - --- � . , ., , , : �, , . . �, , , , , : , , , �, � , , , , . , , , , , , : . , , �, � , , �, , . , , . , , , : , , , �, � r ; � ] �� 588 _ _ _ ' � J - . -- 588 � nATE OF SURVEY - 03 /3 20/4 __ �w � � � W.S. ELEVATION } � AT DAT E OF SURV EY = 594.0 FT 'I � BLE E�'X9' RCBC m 5 84 '� i, so� sKEw 5 84 .� __-__. _ . _ _-_ _-__ _-__ __ _-__ _-_ - ---- - - ___. _-__. _- . _- _,__,-. --,-.-, _ _,_ . .__,_ ,__, _, _-,__,_ . . _ ,--. _,-.-,-- __ __ __,_,_,_ _ _,_ _,_ _ __ _ __ _, -- -,- _,_ _ _, ___ _,_ _ _ __ _ ��_ _ _ ,. o� NO � L o �� 11+00 12+00 13+00 14+00 15+00 � �o Z � � J - � x � 0 � � cD � O � m ti � U N X / T � 3 � 0 0 � � � � � � � � Q N � .--� # C O .� � �O CD � O � m � � � � � � U � � � � � � N � O � � H � � � CD O / U � O � i O � m ti i � 0 0 U Z � / � � i p� U > N i J � � � � � - i p Q N � X M � W M Q J m � Q Q N F-- W i Z � N W h-I � � ~ N i - F- O � U � Z O � N C � O O } \ � + � L �- O O W a � � � , a c � o 0 c �- a� � � � � � 0 0 o } � a � � � o � , a o � � � � .O � � U � z �� U i � � L W •- � H 3 � ��z 0 ��w O W J J (n H � � L.� 75 70 65 60 55 50 45 40 35 30 25 20 15 6/0 ,•1 6/0 �� 605 � � � � � � _ ; 6.6� �� ; i ---- -----------------------�� S.S. 604.86 ; _-- —_ _— --------- , _---� ; __ --- I i I i i I i I i I i I � I i I i � 6/0 �� t � t � t � � � t � �� ,,---- ��-----------------_____--------------- ____ ��i � � 5 0 rr��i�i � V.u�u ' V.U�i6 � 605a76 �� 15 20 25 30 35 40 45 50 55 60 65 70 75 �; I 6/0 605 I ' ' , ' " ' ' ' 6/0 �� _--- ,-- - -- -- - 605 S.S. 605.2 7 ��—� � I I I � ; � � � � � R � � 6/0 ; __--------- ' � �� J/ - - - - - - - -- - - - 605 ; . ; V 6/0 ; . ; 6/0 � i i ---------��_��_.__-- ; ; --�� 605 ��-----_----------------;-------------------� 605 — — — — — — ---�—��_—______.__._---'___.______.�/ i i — — — — � 606024 : i i � i i i � i i i � i i � � � � � � �n �� nn � 6/0 , ; ° ' ° , ' ° ' 6/0 J- -- -- � � --------- � — — — — �-- , , �— � � � � � ----------- � _—� _ — 605 � � � ; ; - - _ � 605 -------------------� ; ; l[�l[$lE�.�I��1�TA�l[$� ll��.A�N� _--------_ A 60607/ � _________________________- ; DO NOT USE FOR C�N3TRUCTI�N I � O � oo • oo ' � I L 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 z � 0 J - � x � 0 � � cD � O � m ti � U N X / T � 3 � 0 0 � � � � � � � � Q N � .--� # C O .� � �O CD � O � m � � a� � � � U � � � � � � � 0 � � H � � � CD O / U � O � i O � m ti i � 0 0 U Z � / � � i p� U > N i J � � � � � - � o Q M � X a' � W M Q J m � Q Q N F-- W i Z � N W h-I � � ~ N i - F- O � U � Z O � N C � O O } \ � + � L �- O o w a � � a � � o 0 � � � � � � � � 0 0 o } � a � � � o � , a o � � � � o o � U � z �� U i � � L W � 7 •� � H 3 � � � z 0 � � w O W J J (n H � � L.� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 � ; � I � I I � I � I I I I I I 605 � ti�1 � _ _ - . . , . � / 600 � � — --------- — -------------- — ----------- -------------�� S.S.599.49 I � � � 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � I �,. I I I 605 �•� S.S.600.82 _______ -------------- —_'--- .�• 605 ' ' ; u.u�u - u.ulu ; I I I I I I I I I I ' ' ' ' ' ' 605 ��------- ------- , _� _•'J -------��_—�--�� •• ��-- ; ; —�� •� S.S. 601.37-------------------- / i N I i \� _ ---� / � �— — / 600 -------- � ; _ � 600.80 600 --------- — ---- --- � � � -------------- � i � �n�� ----- ___� �, 1 600 � _______\\ `L'� /. � � � __----- ----�� _-- .... _........ � 605 � �� / � � / 600 _--------------- ------------------------------- S.S.600.84 / � � � � � � 1 � � I � . I '� I � I 3 ;1 ,_- J -- --- -- ------ � � ___ �� --------------- S.S.602.45 600 ------------------ ,– , � 75 ' ' � � ' � � � ' � � � � � � � � � � � � 70 65 60 55 50 45 40 35 30 25 20 � 15 I 10 , � ; 0. 02 0 �O 0. 02 0 ; 604e85 I 10 � � � � � ____--------- 605 ?�� •1 S.S.602.15 ________-------'----- � ___------- � � u � � .�• � � ' � � --,____--_�_._ ?.•� S.S.603.31 -------------- -- ------ 605 .� _____-- � i� I 602.00 600 -2% DRIVEWAY------- ---------------------- 605 _ i � � u i � 15 i i � � i I � i i I � i � i i � � i i 20 25 30 35 40 45 50 55 60 65 � 70 � 75 •/I z � 0 J - � x � 0 � � � � 0 � � m � � � U N x i T � 3 � 0 0 � � � � � � � � Q N � # C O .� � � � � 0 � m � � � � � � U � � t N � N � O � � H � � � CD O / U � � 0 � � 0 � � m � � � 0 0 U z � � � � � p� U > N i J � � � � � - i p Q M � X � � W M Q J m � Q a c� �-- w � Z � N W h-I � � ~ N i - F- O � U � z o � N C � O O } \ � + � L a o o w a � � a � � o 0 c �- � � � � � � 0 0 o } � a � � � o � , a o � � � o o � U � z �� U i � � L W � 7 •� � H 3 � � � z 0 � � w O W J J (n H � � L.� 75 605 � J— 600 �� 595 605 I 600 70 65 60 55 50 45 40 35 30 25 20 15 10 � ; � i Z•1 — — — — — — —� //— �� / �� 595 �� •�, ------____----------�\ � � � � � � � � � �_ _ 5 0 � N �� 10 15 20 25 30 35 40 45 50 55 60 65 � � �,. � I I I I I I I I I I I I I 70 75 605 I � � � i � � � i 60� � -- --------- �1- S.S.598.54 ------------------------ ,--- � � --�-- .- ______- i � 595 i ------------ -� 594.75 59 4 � � 12 + .00 B EG I N C U LVE RT -L- STA. 12 � 73 . 06 � � i j � V N � f � � ; � � ; 0.020 'O 0.020 � `L'� ; ; � ______-- ----- -__ �----- ; � --- ?•I __ � � ; - � � ; , � � � ; � � � ,. ; . ; -- � � ; ; � / // � 1 \\ � /�// � � � � � 600 ' � ' ' - � � ---- —�� --- �� 595 �� _� I �---�----- -------- 1 6/0 605 � /_��—_ / i 600 ----------- � --�_— ------ /� �� --------- —� i J � � � � S.S. 599.56 � �� 595 � �' -- - __—� � 75 ' ' � � ' � � � ' � � � � � � � � � � � � 70 65 60 55 50 45 40 35 30 25 20 � 15 I 10 5 603003 12+25.00 L 0 5 605 i S.S. 598.82 ------------------------------- 00 /r---_'— /,.^ --�7 �/ I 10 � 15 595 I 605 I S.S.599.21 _____________--------------- 600 I 595 I 6/0 I 605 I --------------------- 600 I i i � � i I � i i I � i � i i � � i i 20 25 30 35 40 45 50 55 60 65 � 70 � 75 595 I z � 0 J - � x � 0 � � � � 0 � � m � � U N X / T � 3 � 0 0 � � � � � :� � � Q N � .--� # � 0 .� � � � � 0 � m � ; � � � � U � � � � �' � � 0 � � � � � 0 0 �o 0 i U � � 0 � 0 � � m � � 0 0 U Z � / � � i p� U > N i J � � � N � i p p_ M i X O U N � W M Q J m � Q a c� �-- w � Z � N W h-I � � ~ N i - F- O � U � z o � N C � O O } \ � + � L �- O O W a � � � , a c � o 0 c �- a� � � � � 0 0 o } � a � � � o � , a o � � � _ � o o � U � z �� U i � � L W � 7 •� � H 3 � � � z 0 � � w O W J J (n H � � L.� 75 I 605 , _I__ 600 — 59F 60� 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 � ; � � � I , -. , I ; �n ; ; o , � 0.020 �° 0.020 : �1 �----------------- � ?• __ _ _ -- ----; ------ --- -- - – --- _ __ _ _ _ _ ---_ _ _ _ _ ------ --______ _ _ — , _ , --- � � -- -- � � � _— , ; __--- — � � -------------------------------------- S.S.601.17 = s- ; ; � � , �� ; ; � `\ , , � � � � � 603005 ' � � , , �, � �— -------� 13�25.00 -________________ N I i I � ` v � ; � ; ; O ; �.020 �° 0.02� ; ^.� ; ; ?'� /� ' ; � �,�-----------___._._—__..` �� ; ' �� ' � � � ' � � 600 --------------------------- ---------------------- ; ; � S.S. 600.72 � ; � ; i . 595 n M. � � I i i � 603004 � � 13 + 15.00 E N D C U LVE RT -L- STA. 13 + 03 . 08 I_ " N � N ' " ; � ; ; o ; 605 ; 0.020 �O o.020 � `L'� ; , I___- ; ------- --- �, � � , �, �� ; � , � , , 600 ------------------------ -------------------- ---� � ; – S.S.600.39 I I ; I � � 595 • I , 600 595 � 75 ' ' � � ' � � � ' � � � � � � � � � � � � 70 65 60 55 50 45 40 35 30 25 20 � 15 I 10 5 593042 12 � 86.00 L 0 5 I 10 � 15 ?�� --- � / � � / J 70 75 605 I .�• 595 I 605 I � � � � � � 600 ��,--_---- � � �� 595 I 605 I 600 � �— — — — — — — — — — — — — 595 I 605 I ! I _ — �— -� I --- 600 S.S. 598.26 - — — — — — — — — — — r' — — — — — — — — — — — — — — — i i � � i I � i i I � i � i i � � i i 20 25 30 35 40 45 50 55 60 65 � 70 � 75 595 I z � 0 J - � x � 0 � � cD � O � m ti � U � X � T � 3 � 0 0 � � � � � :� � � Q N � .--� # C O .� � �O CD � O � m � � � � � � U � � � � � � � 0 � � H � � � CD O / U � � 0 � � 0 � � m � � � 0 0 U Z � / � � i p� U > N i J � � � � � - i p �- N U X � N � W M Q J m � Q Q N F-- W i Z � N W h-I � � ~ N i - F- O � U � z o � N C � O O } \ � + � L �- O o w a � � a � � o 0 c �- a� � � � 0 0 o } � a � � � o � , a o � � � o o � U � z �� U i � � L W � 7 •� � H 3 � � � z 0 � � w O W J J (n H � � L.� 75 70 65 60 55 50 45 40 35 30 25 20 � N i 605 _g% DRIVEWAY _____-------------- ----------- T— ----- 600 . 605 � � �, �' �, � � �, �, �, -------------- - --------------------------- .�• �, 1 _g% pKlvtvvH� _-- ------------------------- -.----------_---------- S.S.603.47 600 i y i � i y i � i � i i i � i i i 605 ,�•1 __— 600 --------------------------------------- s.s. bo�.so 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 5' `r ' � � ; , �� ;' o � _2% ; 0.020 �O 0.020 ; . 605 ---------------------________ 2.� , , __ � — -� ;; � _--- _ _ _ _ M. , � � 'L'� S.S.601.62 ---------- � � � --- ; 604062 ; �-- ------------------------------------------- _�c= ��-- 600 � N i ; 604003 - 14+00.00 _� � � � _� ; �r1 605 �.� � � � � 600 ------------------------- --------------------- S.S.601.31 � � 595 � 75 ' ' � � ' � � � ' � � � � � � � � � � � � 70 65 60 55 50 45 40 35 30 25 20 � 15 I 10 5 6030/6 13 � 50.00 L 0 5 605 I 2•, ° ^ � w � �� '1 S.S. 601.35 � � � � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------� 600 605 I ____� � � � �•� S.S. 600.99 ` i ��_ __— --------------------------------------------- 600 , ,,,. ,,,. 605 I ?.� I I � � I I � I I I I I I � �� •� S.S. 600.35 � 600 �__ _ -----�---------------------------------------- f —��__ •i � �\ � � , � ' �� ; �� I I � I 10 � 15 605 � S.S. 599.79 __ 600 ------ -----��` /�--------------- � � \�// i i � � i I � i i I � i � i i � � i i 20 25 30 35 40 45 50 55 60 65 � 70 � 75 595 I z � 0 J - � x � 0 � � � � 0 � � m � � U N X / T � 3 � 0 0 � � � � c � � � Q N � # c 0 .� � � � � 0 � m � ; � � � � U � � � � � � � 0 � � H � I � 0 � O / U � O � i O � m ti i � 0 0 U Z � / � � i p� U > N i J � � � � � - � o � a N U N � W M Q J m � Q Q N F-- W i Z � N W h-I � � ~ N i - F- O � U � Z O � N C � O O } \ � + � L �- O O W a � � � , a c � o 0 c �- a� � � � � � 0 0 o } � a � � � o � � a o � � � � o o � U � z �� U i � � L W � 7 •� � H 3 � � � z 0 � � w O W J J (n H � � L.� 6/0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ------------------------- --�G _------- -----_ _— ------ --_____ __ �n5 . . . . . . ----- ; 6/0 4:� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — 605 --- ---- - S.S. 605.62 6/0 605 ----------------------------- 4.` -- � � � — — — � � � — — —'� — � — — — � — — � — — � — — — � S.S. 604.94 6/0 � 605 4'1 -------------'_ _---_' _—_ __ _.—._ _ _.-----._ __.--___` ------------- S.S.604.06 � I � I 1 I I I � I � 1 � � I � � � � •�� — ----------------------------- ---------------- 600 y`-- �-_-� --- --�-�- -��----: i � � � � � i I � I � i � I � I � I � I � � � I i i � I � i I 75 70 65 60 55 50 45 40 35 30 25 20 15 i 10 ; 6/0 �7'--- � , - ; �\��- --__---- ------------------ ----- 605 ; 607082 ; � � � I � I � I � � ; ; I : : u : . : � : . � 15 �46.00 � � � I � I � I � ; �O ; i _. o _. ' � ; �.022 �O �.�20 � � M 607023 � � 15 + 2 5 . 00 � N � I ; � ; ; �o = � ; o ; ; ., .,•,., �o .. ,,.,., : i+ � � r � 605023 14 + 50.00 N � � I N 5 L 0 5 i 10 ��--- -- '------------------ __— ,. ,. ,,, . �, ----- � �--- � `� � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 4�� S.S.603.01 � � � I � � � � `�� - ---------.----��,�----��— 602.42 ----------------------- _ _ . . . _ _ _ . _ _ � � .• 605 I 6/0 I 605 I 6/0 I 605 I 605 I `�� 3'•� S.S. 602.30 5 � _ _I_ � _ _�_ _ ��__ �----------------- ---- 601.62 ----------------------- � - T - - � `-= � --=� - 600 � i i i � � i I � i i I � i � i i � � i i � � � i 15 20 25 30 35 40 45 50 55 60 65 70 75 See Sheet �-A For I ndex of Sheets �:� DETOUR ROUTE VICINITY MAP (NOT TO SCALE) CLEARING ON THIS PROJECT SHALL TO THE LIMITS ESTABLISHED BY BE PERFORMED METHOD II _ T 0 SR 2/39 �� [°a�ol[�o I�7�, 17BP.10.R.66 LOCA TI41�: BRIDGE 1�0.1 �2 �1� SR 21�6 4 T�ER ADAMS BRA1�lCH BET WEE1�l SR 213 9 A1�lD SR 21 �2 TYl'E OF WORI�: UTILITY C�1�ISTR UCTI01� END CONSTRUCTION BEGIN STATE PROJECT 17BP.10.R.66 —L— STA. 10 + 35.00 LOCATION SKETCH 2/52 _ HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N,C. 27612 N.C.B.E.L.S. License Number: F-0116 S�;[1�1E°][[° l��o U C-1 �� ID� Iv�"lf° �[J�]E; ][��1f8 C�N�°1C1E8�7C°i°II�N Prepared for Dane Construction Inc. DIVISI01� OF HIGHWAYS WA TER A1�D SE WER O W1�ER S 011 t PR O ECT � in the offz�e of GRAPHIC SCALES I1�DEX OF SHEETS � �,� ETHERILL 559 �oNEs FRANK��N ROAo STATE OF 1VORTH CAROLII�A SHEET 1110. DESCRIPTI011t S��TE ,64 20 10 0 20 40 ENGINEERING Raleigh,N.0 27606 Liscense No. F-0377 ��qp Bus: 919 851 8077 �0� �i% UC-1 TITLE SHEET 1 WATER — U1111011t COU11tTY PUBLIC WORKS Fax 919 851 8107 �Q�� q�o PLANS UC—Z PLAN F�'' PROFILE 2012 STANDARD SPECIFICATIONS � �� UC-3 UTILITY C011tSTRUCTI011t DETAILS RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � � PROJECT ENGINEER � o 20 10 0 20 40 �, a� LETTIIIIG DATE: ��ES R. RICE, P.E. ��p o� o�QoQ�� PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER u�3p� JANUARY 21, 2015 MICHAEL V. ZACCARDO, PE 4 2 0 4 8 UTILITY DESIGN ENGI11iEER 11lCDOT C011rTACT: LOUIS MITCHELL A.E. P RO F I L E(V E RT I CA L) PRIORITY PROJECT OFFICE DIVISION ENGINEER . i i i i i � PROJECT REFERENCE N0. SHEET N0. i� , � l7BPolOoRo66 UC —2 � �, � � DESIGNED BY: MVZ � 8" PC CLASS 350 RESTRAINED JOINT DIP SEE WATER INSTALLATION , HqQ DRAWN BY: JDS � INSIDE +/ - 56LF 16 STEEL ENCASEMENT PIPE NOTE 6 �8�'Nq CHECKED BY: MVZ � (MINIMUM CASING THICKNESS 0.250 ) � 20�� APPROVED BY: MVZ � REVISED: � 20' M I N I MUM FROM NORTH CAROL I NA � TOP OF BANK DEPARTMENT OF TRANSPORTATION ; TIE TO EXISTING WATER MAIN WITH 20' MINIMUM F M UTILITIES ENGINEERING sEc. ' NEW 8" ISOLATION GATE VALVE. TIE TO EXISTING WATER MAIN WITH PHONE:(919)707-6690 UTILITY CONSTRUCTION ' RESTRAIN NEW GATE VALVE TO EXISTING �� TOP OF BANK PROPOSED FIRE HYDRANT NEW g" ISOLATION GATE VALVE . FAx: ( 919 )250-4151 PLANS ONLY � PROVIDE HORIZONTAL ��\ ; WATERLINE . USE CONCRETE THRUST BLOCKING ENDS AS REQUIRED \`��s\ � ASSEMBLY RESTRAIN NEW GATE VALVE TO EXISTING UT I L I TY CONSTRUCT I ON ' AND RODDING AS REQUIRED. YP Wpoo= �006; ��R��E�S�R°N��.�N�. WATERLINE. USE CONCRETE THRUST BLOCKING � I S 6\ DB 5489 PG 508 , � s� -6a�� '� �°�F�E��E° AND RODDING AS REQUIRED. i �o- �T .9<.0o i i i .b� C �o. �r � �a<ss +,soo \s s\59 �/ ` �� 559 Jones Franklin Rd. Suite 164 59' L � T�J�OY E�ABIGHAM M E P68, 7 w0o05 1 \ dos`T g , e Raleigh, N.C. 27606 I b�pppp� DB 255 PG ie3 p � ,,000 =°'�T WETHERI LL I � � �Ex ww� ` License No. F-0377 ao �T +is.ao ''``ww�� ao �r ¢ Bus: 919 851 8077 i �Ex�,,� ¢ ,o�r � i � ENGINEERING \ �� Fax: 919 851 8107 � � -L- PoT SfO.10+00.00 E E E ,z oo e� �E �,, +,v.oa E E E o� OF aa� �r � � � �— ` �EX Ex Rµ� � �D� P3�°ll° gJ�]E 1C331Eg Ci�N��°lE$iT�°J[°I�I� i F — F� 8" `"` �--"— — e '� F — ` r. F \ F F TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN '� / _ _ _ n� \ \ GPS 152-2 � � � � I F �r I � � �_ _ _ _ _ — � _ —. — �v a'o" _ _� �. � _ CNIL/SITE DESIGN — GlS/GPS — CONSTRUCTION OBSERVATION �g -3 r _ _ _ _ - - _ - _ _ _"_ _ - - I _ - _ _ - - _"- - _ - /5- _ iT.vitES,i- _--- __-- — — — —_ -- --_-- — -- _— ----- � I 0 SR 2�39 _L _ 890iR I S 20' l' 395" E � . ; �, =Rz,�Wsr,��,�a=r o -;o=R=z;=z +/ 2150� TD 8��GV HDR Engineering, Inc. of the Carolinas � � + / - 2000 � TO 8 �� GV ---- --------- ---- ----- ---- ------ --- ---- � ional Drive, Suite 207 Raleigh, N.C. 27612 _� __— 200PR—C_--F —��_--I--_ r — —_ —_I _� � .�—_--- — -- -- —_ — —— ---------- ------ \RETAIN \ 200 PR --- I =oo pR / at I � A \ R3� � ��5'CMa I ' /i —_ — — EMOVE ¢ / . � ,„�_59a.5 ,s.A� N.C.B.E.L.S. License Number: F-0116 , ' E.=,� a,. O ry �� C / C ' �` �� iN =596.88' � � �� . jy Z � �� e � �� GENERAL INSTALLATION NOTES: I - I I I I - � 040 m I � ' ' 30'RT � I I � 1 I W .3pOp.g�g _ E ILW E E E E I � I I ov �ex. ra� \ --�- � '� a' � E :: oo;oo �� ' ff� �-- �a� w��= +4O�a 1 ALL WORK SHALL BE IN ACCORDANCE WITH UNION COUNTY �� i � � �. � �I � I ca<ss I R es� e� 0 so� er g , Lqe$s �'�W ¢ ' �� ,Ex�, PUBLIC WORKS NCDOT, AND NCDENR DEH PWS STANDARDS � �'� P ;� JESSiCA W��soN 'S5 R° �� F �s E � � AN D S P E C I F I CAT I 0 N S. �� DB 5141PG il9 (EX.Ph� - I b, � y OORIAN L.HARPER I MARGARET WATTS MORTON � I PLAT CABMEi C FILE 543 +g�.0o � I DB 220 PG 25� I I I � W00�5 � I ` WOOOS �n 63.43' RT \ OB 622 PG 515 I � I - I \ O m14 +20.00 ��\� ' I I I 1 J5'RT I �ORIAN L. HARPER & � WdOBAi309PG60qON s�\ -L- PoT Sta.15+46J4 WATER INSTALLATION NOTES : I \ \ ; � 1) CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK WITH ; 8" PC CLASS 350 RESTRAINED JOINT D P 1 UNION COUTY PROJECT MANAGER AT 704-296-4293 48 HOURS PRIOR TO � BEGINNING CONSTRUCTION. , 8 PC CLASS 350 RESTRAINED JOINT DIP � 2) CONTRACTOR SHALL FULLY INSTALL, PRESSURE & LEAKAGE � 1 TEST, AND CHLORINATE NEW WATER MAIN PRIOR TO CONNECTION � � TO EXISTING SYSTEM. � Z -� 1 3) CONTRACTOR SHALL PERFORM THE CONNECTION DURING OFF PEAK HOURS � ; o EXISTING WATER LINE TO BE ABANDONED WITH A MAXIMUM SHUT DOWN TIME OF SIX HOURS. ; � 1 4) ANY WORK OR TEST PERFORMED WITHOUT NOTIFICATION AND CONTACT ; � WITH FIELD INSPECTORS SHALL BE PERFORMED AT THE CONTRACTOR'S RISK. ' 1 TESTING SHALL BE PERFORMED IN THE PRESENCE OF UNION COUNTY PERSONNEL. � , 5) OPERATION OF VALVES SHALL BE DONE BY UNION COUNTY OPERATIONS STAFF. ' 1 6) WATER LINE SHALL BE INSTALLED BY OPEN CUT THROUGH THE STREAM CHANNEL. � � ALL WORK SHALL BE CONDUCTED IN THE DRY. IMPERVIOUS DIKES, BYPASS � 1 PUMPING, AND DEWATERING ACTIVITIES SHALL BE IN ACCORDANCE TO SECTIONS � 5.2 THROUGH 5.4 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BMP � 1 FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES. (DATED 8/2003) � � � � � � i i i i i i i . —. --- --- -----. :—. —:—. --- --- -----. :—. —: ---- --- -----. :—. . :—_ � — ---� ----- ----- �-- ---I -------� -- ----I ------ -- -- -------� --- ---I --------- -------� I-- I-- I I I I I I I I 1— I--1 I I— I I —I I--1 1--1 I---I I— — I — I 1--I --1 I I — 1-1 — I I 1------. .—. � I Ili i I li i i I I I I I I I I I I I I II I I I I I I illl ii� i:I i li lil lili ilil I:li :li ii i i�:i lili III III i�il i:li lil lil': il i i Ilil lill illl Illli Ili II i II II i II i i II i II i Ili i II i Ili II iili ili ii:i i ii iii ili li i i ii ili ilii ii:i i:il ili ili li:i i:i iii ili ii � I i I i I I I I I I i I I I I i— I i I I I I � I _I I_. I I_. I I__�_ I _I ._I I I I--- 1--- I��--. ._—. ,— —. ,—_ � I I I I I i I I I I I I I I I I I I I I I I I I I I I I I � I I � I I i I I I I I I I I I I I I' i I I � I i I i I I I I I � � I i i i i .' � i � li i � �� TIE TO EXISTING WATER MAIN WITH � : � i i i ii i�i i i! i'� NEW 8" ISOLATION GATE VALVE. � � ; � ii ii� iii i� i � ii i i �� EXISTING GRADE—�, i i i i i i i i i iii ii i �i i�ii ii ii i i ii iii �ii � , ��' � ' ' ' ' ' ' ' � ' ' ' ' ' � ' ' ' ' ' ' � ' ' � ' � � ' ' ' � RESTRAIN NEW GATE VALVE TO EXISTING ' �� i l i i l l i l l� l l i i l i_ i l i_i i l i i l I_ i � , � � � �� PROPOSED GRADE � . � � � � � � � � � � � � � � � � � � � ' � ' � � � � � � � � � � � � � � � < < � � � � � �_ -� WATERLINE . USE CONCRETE THRUST BLOCKING � � � � � � � � � � � � � � � � - � - '� � '� '� i � � '� ' AND RODDING AS REQUZRED. i � � �� i i ii i ii i i ii �� ii �ii ii � i �i � i U � � i� I � I i � I i� i� I � i �� i I i � I i I� i � � �i , � TIE TO EXISTING WATER MAIN WITH � � �� '� 5' MINIMUM BELOW '';', ', �'- ' ; �' NEW 8" ISOLATION GATE VALVE. � � � -: � � � � � � � �: � � � � � � �� ' �' RESTRAIN NEW GATE VALVE TO EXISTING ' � �� CREEK BED (TYP) �� . i � i , i i i i i i � i i i i i i i i � i i � i i �. � � ! ! ! ! ! , ri�� WATERLINE . USE CONCRETE THRUST BLOCKING �� 3 MINIMUM BELOW � � � � � � � � � � � � � � � � � � � � � � � � � � � � �, � � � � � � � � � � � � i i i i��- i i i � i i i i i i i i. i � � AND RODDING AS REQUIRED. �_ . FINAL GRADE (TYP) � � � � � � � � �� i � � � � � i�� i � i � � � �� __ i - � � �ii ii i << i�ii �ii � _��_ _�� i �� ii �i �i i << i�ii �iii �i � ii � � � 610 �_ � � � � � � � � — � � � � � � � � � � � � � � � � 610 � � �I , ,� , , , � , , . � � � — � � � � �� — — — — — — — — � � _ —� — --- --�-- '-- _ _ _._ _ _ _ _._ _ _ _ __�— _ � _ � _ � . _ �_ _ � � _. _ �_�_ � _ — — --___ _ _ --- --- ------- — — --- --- ---____ _ _ _-- --- ------- — — , _ i �, _ I _ _ ___ � — —. ��— --- — --- -- ------ — --- -- -- --- — i i i-- i li i —i � i — �; i i� -- -- -- --- — — i � I i i I ��._ —� � i i i i i i � i _ � � -- �—� — �--_ __I__ I__ _ _ _ _ _ �� — _ � _ _J_ I_ I_ —J— f — �---�-- — �— --- --- -------� — — --- --- ---- --- — — --- --- ---- --- — — � � �� i � � � —,_ —, _ _ I �- I � I _ I I l_ I, � �� I --- — -- -- -- --- — -- -- -- -- — -- — -- --- — — ' � 600 — — — — _ _ � � , — — — — � �_ � � � , � � � � � , - � � � � � � — — -- -- — -- — — -- — — — 600 ' / I — — — ^ \ —' — __ � I`-. I�_��_I �_ � —.--�—. ��_I�_ _ ` ��--I--.-_�_: j I- I-- — '- i_I'-- — i i_ -- --- ---- --- — — --- --- ---- --- — — --- --- ---- --- — — � __ ___ _I____I__ __ _ _ _— _— _ _ — _ -- - / � — — -- — — — — ----- — i r `-1 �l� I� I__ I _ l �— J_ _lJ_ I __— — --- -- ------ — -- -- -- --- — -- -- -- --- — — � — \� � i i�_ i � I I � I I �i �� I I i I � — � \ � I I II II I I II I I II III I I I II IIII IIII II I I � � �I I I I �� I� i I I I I �� I I I I I I I I I I I I �� I I I I I I � � � � _ � � _ � / _ _� - - --- - ---�-- ------ - -- -- -- --- - -�- -- -- --- - -� � � � � _ � � � � � � � - - � - ' �� 5 9 0 �� ----- — � --� -- _ __ __ _ — �_� _ � _ ____ _ _ --- --- ----___ _ _ --- --- -------� —�— -- � 5 9 0 � � _____ . _ --- ------- — — ' 'J L -�L L - - - � -� � '� � '� � '� 8" PC CLASS 350 RESTRAINED JOINT DIP � � � � i � - - -- - -- - - --- - - - - -- - -- - - - � � _ _ _� _ � � �_ _ � � --- --- -- --- - --- --- ------- - - � _--- - -- - -- -- -- _ �_ !- --'- ' - - -- -- --- - - � ___ _ � ; ' �� ' u_ � i --- --- ----___ _ _ , -� � ,� -�� --- - --- ------ - --- -- -- --- � � � � � � � � � � � , -; - - - - N i i i i —� — ------ -- I -- -_ _ _— -- — -- — L __-- J_ �-- �_ _� i �_ i_ . ___ _ _ --- --- ----___ _ _ --- --- _______ _ _-- --- ----___ _ � � � — I � -�� _� � � � _. � � � � � I_li �- li � —1 � li �`- li l�_ -� —��. ��— L1 _ i I� I� i — — -- -- ----__— _ --- -- -- -- — -- -- -- --- — —, i � � � � � � � �� _ _ _ _ _ __ _ _ � � 580 � � � � � � � � � � � � � � � � � �� —�—I� �� --- -- —-- --- -- -- -—— 580 i � i I_ . _ 1_ � _ i_� . _ �._ � �_ _ �.— �--- --- ' — --- ---- --- — — --- --- ---- --- — — --- --- ---- --- — — ., _ — — ------ -- -- -- -- --- — -- -- — -- — -- -- -- --- — — - - �_-! PR VIDE VERTI AL BEND ! i-_��' _ � i-- ��- � _ � i-_��' i �_� � � PROVIDE VERTICAL BENDS , � i i i i i-I--i i i i i i i 'i i 'i i i i i-I--i i i i i i - - AS REQUIRED TYP � - - - ° � �� AS REQUIRED TYP � � i�� i i i i i i i i i i i i i i�� i i i i i � � � � _ u L__u_— �_ � __ _ _ _ _ __ _ _ �__ _ _i _ —i__ _� --- --- ------- — — --- --- ------- — -- --- ------- — — « �_ _ — — --- — — _ , , � � , � , , � , � , � , � � _ _�__ _ �_�� _ i �� — — i i —i �= : i i � � �—i i --��i i i i i � i i — — — — — — — — — — — �, __ _ _ __ — -- — — --- --- ------- — — --- --- ------- — — ' 570 � _ — -- , � — --- --�-- -- _., � _ _ __ -,-- ;_ � _ - __-_ _--, _ _ _ _� � _j_ _�--- _. . _ �-- - —�==i �_ _ -�_�-- -�— � 5 70 , � — i — — i i L _ _ _ , _�_ i i _ i_ i i i ��-- _ii �i -- —�-I',� ' '� —'i—_ i �_� -- � _ — _ — -- — -- — — --- — — — — -- — i � _ i � , — ' i— _ _ _!— ' ' — — — i ,. — — —_ . — — — — -- — i� __ —� ------ � — ►r --�— — — J_ �— _— --�_ _ __:� .— — — ' . _-- — ---� . �._:_ _—�— _ _ --- --- ----___ _ _ --- --- ------- — — --- --- ------- — — - - 8 PC CLASS 350 RESTRAINED JOINT DIP � - � i IJ— —� � �_I�_ lJ_�_ _ i__�—I�_ � IJ_�—�_�-1__ _I��—i��— _�—I�_ _u_�_ �_�___— — --- --- ---__— — — --- --- -- ---- — -- --- ------ — — i � i i! i ii ! __ _ ii —i ii �� i i i� �ii ii i i ii ii i i ii �� i< < i i� � > _i _ __._'___ __ _ INSIDE +/ - 56LF 16" STEEL ENCASEMENT PIPE _� . ' ' L L ' ' ' L ' ' ' � ' ' . ' ' ' � ' ' , � _ _ ____ _ _ --- --- ------- - - --- --- ------- - - --- --- ------- - - � � 56� (MINIMUM CASING THICKNESS 0. 250" ) _ � - � � � -� � � �- � , -� , �- , , _ , �- �; , � -� , --- - -- -- -- --- - -- -- -_ _ _ _ _ -- -_- _ _ 56� � � � � � - � -�� , - - - - - ��o -� ; , - - -- ----- - - --- --- ------- - - --- --- ------- - - --- --- ------- - - I a=� —_ —�—_ ----�—_ —_ — _ __ — _ —__ _._.— _. I—,_ J! !_ i _. . I _. —_ 1—I _ IL — .—I . ' _ IL_ _ —.— — � �—� — i I /� I ��N I O�� ' �N`�' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 oo� � ��: � � � ' NC DW Stream Identification Form Version 4.11 � �I�I�� S/3 �rq ,�c �.i Date: '�2/y� I �[� ProjecUSite: �G Latitude: ,z� Evaluator: VM�I�Q�, S,�S,k�� County: �� Longitude: � _ Total Points: Stream Determination �c' Other � , Streamisatleastintermittent 2D Ephemeral Intermitten Ferennial e.g.QuadName:�M if >_ 19 or erennial if >_ 30" �� r� • -, A. Geomor holo {Subtotal = �7i Absent Weak Moderate Strong 1 a Continuity of channel bed and bank 0 1 2 Q 2. Sinuosity of channel along thalweg 0 1 3 3. In-channel structure: ex. riffle-pool, step-pool, 0 n 2 3 ri le- ool se uence � 4. Particle size of stream substrate 0 1 3 5. Active/relict floodplain 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts �6) 1 2 3 9. Grade control 0.5 1 1.5 10. Natural valley 0.5 1 1.5 11. Second or greater order channel No = 0 Yes 3= B. Hydrofogy (Subtotal = y V �v��° � � �y 12. Presence of Baseflow 13. Iron oxidizing bacteria 14. Leaf litter 15. Sediment on plants or debris 16. Organic debris lines or piles 17. Soi!-l�ased evidence of high water table? C. Biolo Subtotal = 18. Fibrous roots in streambed 19. Rooted upland plants in streambed 20. Macrobenthos (note diversity and abundance) 21. Aquatic Mollusks 22. Fish 23. Cra�sh 24. Amphibians 25. Algae 26. Wetland plants in streambed 'perennial streams may also be identified using other met N otes: I �7 -� 2' 1U � d 0 ti "" % A-r"� Sketch: 0 � � 0 0 E � 0 e I�i�� 1 u I � �. � � ' � � '� � , � � � �- • - -- . �oo�CC� 4k �f�a � 6�d e�� C�` cs� I� w Gt�Y�� Q�, N�t a�h.c.0 t� w u� c� �� - 3 0 1.5 1.5 0 0 3 3 1.5 1`5 1.5 1.5 1 ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): october 7, 2016 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: NCDOT - Division 10 (Larry Thompson) 716 W. Main Street, Albemarle, NC 28001 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Union County - SR2156 (Austin Road) over Adams Branch (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: un�on Clty: Monroe Center coordinates of site (lat/long in degree decimal format): Lat. 34.893294 °jV; LOng. -80.560731 °W, Universal Transverse Mercator: �� Name of nearest waterbody: AdamS Bran�h Identify (estimate) amount of waters in the review area: Non-wetland waters: �50 linear feet: width (ft) and/or acres. Cowardin Class: R��er�ne Stl'@af11 FIOw: Perennial Wetlands: N�A acres. Cowardin Class: NiA Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: NiA Non-Tidal: NiA 1 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): � Office (Desk) Determination. Date: � Field Determination. Date(s): SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: ❑✓ Data sheets prepared/submitted by or on behalf of the appl�nt/consultant. Office concurs with data sheets/delineation report. � Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: � USGS NHD data � USGS 8 and 12 digit HUC maps ❑✓ U.S. Geological Survey map(s). Cite scale & quad name: ❑✓ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: � 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: ❑ Aerial (Name & Date): or � Other (Name & Date): � Previous determination(s). File no. and date of response letter: � Other information (please specify): � 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be"waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) � Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) SAMPLE Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resource in resource review area 1 0.1 acre Non-section 10 — non-wetland 2 100 linear feet Non-section10 — wetland 3 15 square feet Non-section 10 — wetland 4 0.01 acre Non-section 10 — non-wetland APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION L• BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State: NC County/parish/borough: Union City: Monroe Center coordinates of site (lat/long in degree decimal format): Lat. 34.893° N, Long. -80.560° W. Universal Transverse Mercator: 17 Name of nearest waterbody: Adams Branch Name of nearest Traditional Navigable Water (TNW) lnto which the aquatic resource flows: Yadkin-Pee Dee River Name of watershed ar Hydrologic Unit Code (HUC): 030401050504 � Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. ❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): � Office (Desk) Determination. Date: 12/l2/2014 � Field Determination. Date(s): 12/21/2014 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Appear to be no "navigable waters of the U.S." within Rivers and Harbars Act (RHA) jurisdicrion (as defined by 33 CFR part 329) in the review area. [Required] ❑ 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. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Reguired] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): 1 ❑ T'NWs, including territorial seas ❑ Wetlands adjacent to TNWs � Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs ❑ Non-RPWs that flow directly or indirectly into T'NWs ❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs ❑ Wetlands adjacent to non-RPWs that flow directly ar indirectly into TNWs ❑ 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: 150 linear feet: 10 width (ft) and/or 0.03 acres. Wetlands: 0 acres. c. Limits (boundaries) of jurisdiction based on: Established by OHWM. Elevation of established OHWM (if known): . 2. Non-regulated waters/wetlands (check if applicable):3 ❑ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: . ' Boxes checked below shall be supported by completing the appropriate sections in Section III below. z 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: CWA 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.1 and Section IILD.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2 and Section IILD.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: 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 TNV� AND ITS ADJACENT WETLANDS (IF ANl�: 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 Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs 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, sldp 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 EPA 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 tinding is not required as a matter of law. 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.B1 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 offsite. The determination whether a significant nexus exists is determined in Section III.0 below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: Pick List Drainage area: Pick List Average annual rainfall: inches Average annual snowfall: inches (ii) Physical Characteristics: (a) Relationship with TNW: ❑ Tributary flows directly into TNW. ❑ Tributary flows through Pick List tributaries before entering TNW. Project waters are Pick List river miles from TNW. Project waters are Pick List river miles from RPW. Project waters are Pick List aerial (straight) miles from TNW. Project waters are Pick List aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNWS: Tributary stream arder, if known: ° Note that the Instructional Guidebook contains additional inforrnation regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 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 1'NW. (b) General Tributary Characteristics (check all that anplv): Tributary is: ❑ Natural ❑ Artificial (man-made). E�lain: ❑ Manipulated (man-altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Pick List. Primary tributary substrate composition (check all that apply): ❑ Silts ❑ Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation. Type/% cover: ❑ Other. Explain: . Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Presence of run/riffle/pool complexes. Explain: . Tributary geometry: Pick List Tributary gradient (approximate average slope): % (c) Flow: Tributary provides for: Pick List Estimate average number of flow events in review area/year: Pick List Describe flow regime: . Other information on duration and volume: . Surface flow is: Pick List. Characteristics: Subsurface flow: Pick List. Explain findings: ❑ Dye (ar other) test performed: . Tributary has (check all that apply): ❑ Bed and banks ❑ OHWM6 (check all indicators that apply): ❑ clear, natural line impressed on the bank ❑ ❑ changes in the character of soil ❑ ❑ shelving ❑ ❑ vegetation matted down, bent, or absent ❑ ❑ leaf litter disturbed ar washed away ❑ ❑ sediment deposition ❑ ❑ water staining ❑ ❑ other (list): ❑ Discontinuous OHWM.� Explain: . the presence of litter and debris destruction of terrestrial vegetation the presence of wrack line sediment sorting scour multiple observed ar predicted flow events abrupt change in plant community If factars other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): ❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by: ❑ oil or scum line along shore objects ❑ stuvey to available datum; ❑ fine shell or debris deposits (foreshore) ❑ physical markings; ❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types. ❑ tidal gauges ❑ 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, if Irnown: . 6A 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. 'Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): ❑ Riparian corridor. Characteristics (type, average width): . ❑ Wetland fringe. Characteristics: . ❑ Habitat for: ❑ Federally Listed species. Explain findings: . ❑ Fish/spawn areas. Explain findings: . ❑ Other environmentally-sensitive species. Explain findings: ❑ 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 Wefland type. Explain: . Wetland quality. Explain: . Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-T'NW: Flow is: Pick List. Explain: . Surface flow is: Pick List Characteristics: Subsurface flow: Pick List. Explain findings: ❑ Dye (or other) test performed: . (c) Wetland Adjacencv Determination with Non-T'NW: ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection. Explain: ❑ Ecological connection. Explain: . ❑ Separated by berm/barrier. Explain: . (d) Proximit�(Relationshi�) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from T'NW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). E�plain: . Identify specific pollutants, if known: . (iii) Biological Characteristics. Wetland supports (check all that apply): ❑ Riparian buffer. Characteristics (type, average width): . ❑ Vegetation type/percent cover. Explain: . ❑ Habitat for: ❑ Federally Listed species. Explain findings: . ❑ Fish/spawn areas. Explain findings: . ❑ Other environmentally-sensitive species. Explain findings: ❑ Aquatic/wildlife diversity. Explain findings: . 3. Characteristics of all wetlands adj acent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately ( ) acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (,in acres� Directly abuts? (Y/N� 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 of a TNW. 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 TNW. Considerations when evaluating signiFcant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, 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 TN�. 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 TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? Does the tributary, 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 TNW? Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the T'NW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Signi�cant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary 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 TNWs. 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 Secrion III.D: . 3. Signi�cant 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 tributary in combination with all of its adjacent wetlands, then go to Section IILD: . D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: ❑ 1'NWs: linear feet width (ft), Or, acres. ❑ Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. � Tributaries of TNWs where tributaries rypically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: NCDWR's Methodology for ldentification of IntermitYent and Perennial Stream and Their Origins (Version 4.11) was used to assess the tributary. An evaluation of the existing geomorphology, hydrology, and biological characteristics determined this h-ibutary to exhibit perennial flow. . ❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically Yhree months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: . Provide estimates for jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-wetland waters: acres. Identify type(s) of waters: . 3. Non-RPWs$ that flow directly or indirectly into TNWs. ❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-wetland waters: acres. Idenrify type(s) of waters: . 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 tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . ❑ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is seasonal in Section IILB and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . Provide acreage estimates for jurisdictional wetlands in the review area: acres. 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 TNW are jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates far jurisdictional weYlands in the review area: acres. 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 tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. Impoundments of jurisdictional waters 9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. ❑ 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 WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):lo ❑ 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: . RSee Footnote # 3. 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 Priar to asserting ar declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Identify water body and summarize rationale supporting determination: Provide estimates far jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-wetland waters: acres. Identify type(s) of waters: . ❑ Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CAECK 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/ar appropriate Regional Supplements. ❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solelv on the "Migratory Bird Rule" (MBR). ❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: . ❑ Other: (explain, if not 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 judgment (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 finding is required for jurisdiction (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. 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): ❑ Maps, plans, plots ar plat submitted by or on behalf of the applicant/consultant: . ❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: . ❑ Corps navigable waters' study: . � U.S. Geological Survey Hydrologic Atlas: . � USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. � U.S. Geological Survey map(s). Cite scale & quad name: Monroe 24K Quadrangle. ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: . ❑ National wetlands inventory map(s). Cite name: . ❑ State/Local wetland inventory map(s): . ❑ FEMA/FIRM maps: . ❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) � Photographs: � Aerial (Name & Date):Bing Aerials. ar� Other (Name & Date): Field Photogaphs 12/21/2014. ❑ Previous determination(s). File no. and date of response letter: . ❑ Applicable/supporting case law: . ❑ Applicable/supporting scientific literature: . ❑ Other information (please specify): . B. ADDITIONAL COMMENTS TO SUPPORT JD: