Loading...
HomeMy WebLinkAbout20120965 Ver 2_401 Application_20140614o/��oFry�w,a rF�9Oc O Niii� 'C 2 0 1 4 0 5 8 9 $ PAID Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN 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 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3886 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ 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 or in -lieu fee program. ❑ Yes ❑X No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes ❑X No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Autumn Creek Farm access driveway 2b. County: Guilford 2c. Nearest municipality / town: Summerfield, NC 2d. Subdivision name: na 2e. NCDOT only, T.I.P. or state project no: na 3. Owner Information 3a. Name(s) on Recorded Deed. Piedmont Land Conservancy 3b. Deed Book and Page No. R 7182, PG2725 -2741 D 3c. Responsible Party (for LLC if applicable): ' Kevin Redding, Executive Director - 1 -S 3d. Street address: 1515 W. Cornwallace, suite 205 JUN - 3e. City, state, zip: Greensboro, NC, 27404 3f. Telephone no.: 336- 691 -0088 336 -691- 0044►ch 3g. Fax no.: 3h. Email address: kredding @piedmontland.org Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent Q Other, specify Owner 4b- Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone,no - 4g Fax no 4h Email address S. AgentlConsultant Information (if applicable) 5a Name 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) PIN 7940051736 lb Site coordinates (in decimal degrees) I Latitude 36 236339 Longitude 79 876473 1c- Property size 156 acres 2. Surface Waters 2a Name of�nearest body,of water to proposed project Haw River 2b Water Quality Classification of nearest receiving water WS -V, Impaired 2c ,River basin Cape Fear 3: Project Description 3a Describe the existing conditions on the site,and the general,land use in the vicinity of the project,at the time of this application The PLC property is farm land behind a residential subdivision in the rural part of northern Guilford County The property is 156 acres with upland open old fields in the interior and forested riparian buffers on'three sides A,conservation easement has been placed on the property that prevents disturbance of the npanan,areas on the property with one<exception being the access,road 3b List the total estimated acreage of all existing wetlands on the property 2 -3 ,, e d ;. "no 400CLA 1,crosev► e4 -wens 3c- List the total estimated linear feet of,all existing streams (intermittent and perennial) on the property 6,000 ,",1 u7oo, 3d Explain the purpose of the proposed project Remove current under size culvert, install new larger,culvert upstream, realign driveway to avoid adjacent property 3e Describe the overall protect in detail, including the type of equipment,to be used Remove the current culvert, restore the banks in that area, move upstream, install a larger culvert, relocate the access driveway, seed and stabilize 4. Jurisdictional Determinations 4a Haverjurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes ❑ No ® Unknown, Comments 4b Ifthe Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Agency /Consultant Company 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 nor obtained for this project (including all prior phases) in the, past? O Yes ❑ No ❑ Unknown 5b If yes, explain in detail according to "help file"' instructions DVVQ# 12 -0965, November 5, 2012 SAW- 2012 - 01390, November 14, 2012 6. Future Project,Plans 6a Is this a phased project? ❑ Yes ❑X No 6b If,yes, explain Page 3 of 10 PCN Form - Version 1, 4 January 2009 M�I"Nw� C. Proposed Impacts Inventory 1'. Impacts Summary 1a Which sections were completed below for your project (check all that apply) ❑ Wetlands Streams — tributaries ❑ Buffers ❑ Open'Waters ❑ Pond'Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this-question for each'wetland area impacted 2a Wetland impact number Permanent (P) or Temporary- 2b Type of impact 2c Type of wetland 2d Forested 2e Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f Area of impact (acres) W1 - Choose one Choose one Yes /No - W2 Chooseone 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 - W6 Choose.one Choose one Yes /No - 2g Total Wetland'Impacts: 2h Comments There are no wetlands at the point of this stream crossing 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 Stream impact number Permanent (P) or Temporary (T) 3b Type of impact 3c Stream name 3d Perennial (PER) or intermittent (INT)? 3e Type,of jurisdiction 3f Average stream width (feet) 3g Impact length (linear feet) S1 P Culvert UT`to HaW'River PER Corps 5 78 S2 - Choose one - S3 - Choose one - S4 - Choose one - S5 - Choose one - S6 - Choose one - 3h Total,strearn and tributary impacts 31 Comments This is to'install one large culvert, see,attached plans prepared by Ecologic Associates, P A 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 indivil ually list all open water impacts 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 Temporary 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f Total open water impacts 4g Comments 5. Pond or Lake Construction If pond or lake, construction„ proposed, the complete 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 51 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 require mite ation, then you 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 feet ) feet B1 - Yes /No B2 - Yes /No B3 - Yes /No B4 - Yes /No B5 - Yes /No B6 - Yes /No 6h Total Buffer Impacts: 61 Comments Page 5 OT 1U D. Impact Justification and Mitigation 1. Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project We are only °installing a�smgle lane dnveway A conservation easement has been placed on the remainder of the property to eliminate any impacts to the remaining 4500+ feet of riparian buffers 'The,easement specifically mentions the conservation values of the protect include protection of water quality and -we will ensure thafthe construction crew exceeds these expectations 1b Specifically describe measures taken to avoid or minimize, the proposed impacts through construction techniques We will only disturb the minimum area need to do,the fob We will seed and install sediment,control measures;as construction proceeds We will remove and restore the current culvert location before moving on to the new installation We will use native species 2. Compensatory Mitigation for Im acts,to Waters of the U.S. or Waters of the State 26 Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State ?' ❑ Yes ❑X No '2b If yes, mitigation is required by (check all that apply) r ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation '3. Complete if Using a Mitigation Bank '3a Name of Mitigation Bank 3b Credits.Purchased (attach receiptland letter) Type Choose one Type Choose one Type Choose one Quantity Quantity Quantity 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c, If using stream mitigation, stream temperature Choose one 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian °wetland mitigation', requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5. Complete if`Using,a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation ,plan, provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 14 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 buffer`mitigation? Yes ❑X No ,6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet), Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is,regwred, 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 la Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ❑ Yes ® No 1 b If yes, then is ,a diffuse flow plan included? If no, explain why ❑ Yes ❑ No 2. 'Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 006% 2b Does this project re uire a Stormwater, Management Plans ❑ Yes ® No = 2c If'this project DOES NOT require a Stormwater Management PI -an, explain why - This project disturbs'less than one half acre of land overall, and much less then that will be this culvert realignment 385 feet of single lane driveway, one stream crossing =total land cleared of 0 2754 acres 2d If this project DOES require a Stormwater Management Plan, then,provide a brief, narrative description of the plan 2e Who will be responsible for the review of'the Stormwater Management Plan 3. Certified Local Government Stormwater Review 3a In which local govern ment's_ ju nsdiction is,this project? Summerfield, NC ❑ Phase II 3b Which of the following locally - implemented stormwater management programs apply (check'all,that apply)- El NSW '❑ USMP ❑ Water Supply Watershed Q Other Jordon Lake Rules 3c Has the approved Stormwater Management Plan with proof of approval "been El Yes ®No attached? 4. DWQ Stormwater Program Review []Coastal counties ❑HQW 4a Which of the following state - implemented stormwater management °,programs apply (check all that apply) ❑ORW ❑Session Law 2006 -246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? 5. DWQ401 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) 1a Does the project involve an expenditure of publlc,(federal /state /local) funds or the ❑ Yes, ❑X No use of public (federal /state) land? lb If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c 'Ifyou 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 ❑ Yes ❑ No letter) Comments 2: Violations (DWQ Requirement) 2a Is the site In violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes 0 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 MM additional development, which could impact nearby downstream water ,quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact,analysis in accordance with the most recent DWQ policy If you answered "no," provide a short narrative description 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the, ulti mate, treatment methods and disposition (non - discharge or discharge) of wastewater generated from, the proposed project, or available capacity of °the subject facility Not,applicable Page, 9 of l 0 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 Cntical Habitat? NC Natural Heritage Program, Guilford County Natural Heritage Inventory, NC Wildlife Resources Commission and PLC staff personal experience from conducting 25 years of biological, wetland and stream investigations in the piedmont,of North Carolina 6. 'Essential Fish Habitaf(Corps Requirement) 6a Will this protect 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? Phone conversation with WRC fishery biologist Jessica Bauman 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? Town of Summerfield Planning Department 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a, FEMA - designated 100 -year floodplain? ❑ Yes ❑X No ,8b If yes, explain how project meets FEMA requirements 8c. What sources) ,did you use to make the floodplain determination? Site survey that mapped'the 100 year floodplain,and Town of Summerfield Planning Department Kevin Redding / Applicant/Agent's Printed'Name Date Applicant/Ag t' Signature (Agent's signature,isw lid my if an authorization letter from the a cant is provided Page 10 of 10 SCALE 1:200000 0 10000 '10000 30000 40000 60000 FEET 079 9000000° W 079 8000000` W 079.700)000' W 079.6 O + + m Autum -. - Creek arm Z - z 0 " 0 O }�a O N i ::a a O seph 44,S �. Vol o o Ali 0 40e / 40 2g q� 170 y vs /?w4l, Vicinity Map: Autumn Creek Farm Vice ty ap Z Z 0 0 on R o 4 w l r (D Cl) •. COPYTOOt 2008 MYM, 2006- 2614TomTo M 0'79,900'0000* 1 w 679.800 000° w 079.7040010- 1 -- W 079. I -- i� SCALE 1:200000 0 10000 '10000 30000 40000 60000 FEET - X, * I;j IV" H CAROLINA - SHEET NUMBER UMBER 2 ROCKINGHAM COUNTY a (�vi l f �d Cv�h�y Sri �s 1Ma� pfu+VVAV\ bV%V.0,V.'44j ccc. CcC -eq z Y,,V, V4 I vijf 'T 2., otlas J►JNVAV3SNO3 4NVl 1NOWO3ld ° as bnosr aom3MS 0 u..w rota 711 'ollaasr133m 3K / -iK /M :31404W Vam xm w W W O ad WoW- wwp•••• 7' +'UMOO V m w73 :83NMO A183dOad 'z ^ = Q = z :)N `OHOSSN331l9 z" �Z z �N al31ia3WWns z M33V:) NwninV -1N3W3JVld3l1 A�NVAIl35N0� ONVI 1NOW031d > o IH3Ain:) 11N3WN911V3H OVOa SS3:):)V z :A8 03dVd3dd :133fO8d 1N311O Y g N ° ° a —J Cm) / CD /0 CD C I —760 �- d xxlN ^ a/ Q h _ : OSL — \ — F _ Q�1- QQ� �. Cr W N / 2 = °NO� Z \ j _ m \ Q 0 0 LLi CL V) O "tZ \ °�° Q O W 7 Q \ z C) 0Q O o J C, I W Q rn W o F- / �s of / Q / N Q ' / I f i / / CD C I —760 �- d xxlN ^ a/ Q h _ : OSL — \ ADNVA)13SNO3 WWI aI 1NOWO3ld Q as 'ano��ae° aV�uaO LeY+d°f tfMLZ ON 'OaOB5N33lp �' ZOTO -M /M 3NONd nzty zoe w d W y p 3 suvaom 3=1003 H3NM0 A163dMd N Z d rn Z 3N baOBSN33a9 z N' ' d c z 3N al31�a3WWf1S A3N"H3SN0� aNVI 1NOWa31d En W,s� G oiJ a low H33V3 NwninV -1N3W33Vld3a > ° 's ue w W �p la3Alf I iN3WN9lIV3V aVOH SS333V g' �O" H uj v F-- = o •A9 a3NVd38d 1 rOdd 1N3113 s a �' g YN \ I � I + BR >so 0000 0000E 000° o000 000 0000 o0 0000 000 0000 000 00 o 0 o 0 o o000 000 _J Q e� LLJ 'fil LL- e� CYO Q m a Xx 86 o U � W m 4- LA l OO pi o LY a J � 0 I/ U j g YN \ I � t?' e d a t + m + BR >so 0000 0000E 000° o000 000 0000 o0 0000 000 0000 000 00 o 0 o 0 o o000 000 _J Q e� W Z O Qg Ch & O w V e 0 I/ PIN j � 1 1 1 a 1 ' J O 000 LiJ 000 0000 Z Z Z 1 1 1 1 1 1 Q 0 ° O U J e� U t?' e d a t 10 + m + BR >so 0000 0000E 000° o000 000 0000 o0 0000 000 0000 000 00 o 0 o 0 o o000 000 4�4 3 R a'� 6 � e� V I I I 0 I/ PIN O 1 1 1 1 1 1 a UN O 000 000 0000 00000 o Z 1 1 1 1 1 1 0 ° O I I I J U U V) I kB a cn I I Q� O I I & I I Ila Lij U I I I F— I I I 0 !Y 1 1 1 1 1 1 1 rg j 1 1 1 1 1 1 d a U 10 ,� q + > o ao m B + m + BR >so 0000 0000E 000° o000 000 0000 o0 0000 000 0000 000 00 o 0 o 0 o o000 000 4�4 3 R a'� 6 � e� 0 I/ O 000 000 0000 00000 o 0 ° J U Ila Lij 0 rg d a LLJ J �Q ,� q + > o ao m B i APPROXIMATE LOCATION OF :SPECIAL FLOOD H ZAR� ARE AS TRACED FROM F.E.M. FLOOD INSURAN RASE MAP. 3710793000) AND 3710 94000), BOTH STH EFFECTIVE DATE: U VE X2(387 E N ci 0 M a V � W � N g U M N o coo a O M U mo L;A W 3 O a =o � N F d' 0 v 708' NOR\TH -Al a n In 4n \ Rn 1;D0 SCALE: = 20' NO. I DESCRIPTION I DATE REVISIONS PLAN DESIGNER: GRADING & DRAINAGE r A SCALE: 1 "=20' DATE: 5/19/14 SHEET 1 OF _2 DRAWING N0. ow ® U d � m N N a Q W � Q N p Q O U m W ooz mW waw � v W z W V� �, W z� z Wi z 0 �� (� Q I.L J ' cc Q�Lu uiz2 W z ® 2 _ 3::2 O in ® V N uJ J IL � Fes- %A UJ Lli -LLJ ) W OC m 0 V 0 w V w m Q m 708' NOR\TH -Al a n In 4n \ Rn 1;D0 SCALE: = 20' NO. I DESCRIPTION I DATE REVISIONS PLAN DESIGNER: GRADING & DRAINAGE r A SCALE: 1 "=20' DATE: 5/19/14 SHEET 1 OF _2 DRAWING N0. ow 1 �2»-' BEVEL[16"Max. 2/3 TO 3/4 TOTAL LENGTH i CHANNEL RESTORATION DETAIL BO,JLDERS TO STABILIZE BANKS LIVE STAKES JOINT PLANTED CSA 3' SPACING 3'+/- MATCH EXISTING CHANNEL WIDTH 1 Ofd MATCH EX TING BANKS FOOTER ROCKS (ONSITE BOULDERS) SEED & MULCH BANKS AND DISTUR3ED AREA CULVERT CROSS SECTON (TYP) DRIVEWAY SURFACE MIN 4" GRAVEL TYPICAL INVERT EL 740.0 +/- #57 WASHED STONE MIN. 6 INS THICK BELOW PIPE AND COMPACT UNDER HAUNCHES TO SPRING UNE. NCDOT TYPE 3 FILTER FABRIC SHALL BE PLACED BENEATH ALL STONE MATERIALS. CULVERT PROFILE THRU CL 13' EL 749.0 +/- O O O O O O O O 000000p0 24" MINIMUM 00000000 MINIMUM 24" CLASS 1 RIP RAP 000�000o00 SOIL COVER 000000000000000 ON NCDOT TYPE 3 FILTER FABRIC / 1.5 z 1.5 \ 1 1/ 128" x 83" X 45' \' g' 10'+/- ALUMINIZED STEEL PIPE ARCH \ \ SECTIONS INV IN INV OUT EI 740.0+/-\ / EI 739.6+/ - DETAILS AILS CIRCULAR PIPE BEDDING & BACKFILL DETAIL COMPACTED SOIL BACKFILL nDivnalA V ci iDcnr'r MINIMUM L COVER SPRING LINE =D STONE MIN. 6 INS THICK E AND COMPACT UNDER HAUNCHES TO SPRING LINE. NCDOT TYPE 3 FILTER FABRIC SHALL BE PLACED BENEATH ALL STONE MATERIALS. E N ci O t0 CL U M NIn a_ Uou In O CSO U M N C, W0 Z \ O CL N 0 0 v n. 0 O N I� FW— N Q O Z N Q N O 0 m Oj m W O w CJOW WCL0 • .� — — . — . . — — — •24" t rNIMUM — — — — - - cic COMPACTED SOIL BACKFILL OR STEEPER IF — — — — — — SOLID GROUND • a Lu• FILTER FABRIC BETWEEN — — ALUMINIZED STEEL PIPE ARCH — — SOIL AND STONE FOR — SPAN 128" WIDE BY 83" TALL SEPARATION (BOTH SIDES) • SPRING LINE INVERT EL 740.0 +/- #57 WASHED STONE MIN. 6 INS THICK BELOW PIPE AND COMPACT UNDER HAUNCHES TO SPRING UNE. NCDOT TYPE 3 FILTER FABRIC SHALL BE PLACED BENEATH ALL STONE MATERIALS. CULVERT PROFILE THRU CL 13' EL 749.0 +/- O O O O O O O O 000000p0 24" MINIMUM 00000000 MINIMUM 24" CLASS 1 RIP RAP 000�000o00 SOIL COVER 000000000000000 ON NCDOT TYPE 3 FILTER FABRIC / 1.5 z 1.5 \ 1 1/ 128" x 83" X 45' \' g' 10'+/- ALUMINIZED STEEL PIPE ARCH \ \ SECTIONS INV IN INV OUT EI 740.0+/-\ / EI 739.6+/ - DETAILS AILS CIRCULAR PIPE BEDDING & BACKFILL DETAIL COMPACTED SOIL BACKFILL nDivnalA V ci iDcnr'r MINIMUM L COVER SPRING LINE =D STONE MIN. 6 INS THICK E AND COMPACT UNDER HAUNCHES TO SPRING LINE. NCDOT TYPE 3 FILTER FABRIC SHALL BE PLACED BENEATH ALL STONE MATERIALS. E N ci O t0 CL U M NIn a_ Uou In O CSO U M N C, W0 Z \ O CL N 0 0 v n. 0 O N I� FW— N Q O Z N Q N O 0 m Oj m W O w CJOW WCL0 NO. I DESCRIPTION I DATE REVISIONS PLAN DESIGNER: S•i6 " _ • • • • • • • • • • • • • �!�!�! �!�!�!�!�!�!�!�!�!�!�!�lrl-��l ��1�!!llllllll���lrlllllllllllllllllll!�!�!�!�!�!�!�! !�!�l�l�i�l�l�l�l�l�l�l�l�l��� • • • • • • • • • • • • • , • , • - • • • • • • • , • . • . •' ............. ............. ................ CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC REPLACE UNSUITABLE MATERIAL WITH SURGE STONE OR #3 WASHED STONE ON FILTER FABRIC BEDDING 6 INS MI+,%IIMUM #57 WASHED STOH;IE CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC SCALE: NTS DATE: 5/19/14 SHEET 2 OF 2 DRAWING NO. ow • .� Lij W cic r • a Lu• • LLJ • t • •h z ILA • u s LU . . . FLno■ . NO. I DESCRIPTION I DATE REVISIONS PLAN DESIGNER: S•i6 " _ • • • • • • • • • • • • • �!�!�! �!�!�!�!�!�!�!�!�!�!�!�lrl-��l ��1�!!llllllll���lrlllllllllllllllllll!�!�!�!�!�!�!�! !�!�l�l�i�l�l�l�l�l�l�l�l�l��� • • • • • • • • • • • • • , • , • - • • • • • • • , • . • . •' ............. ............. ................ CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC REPLACE UNSUITABLE MATERIAL WITH SURGE STONE OR #3 WASHED STONE ON FILTER FABRIC BEDDING 6 INS MI+,%IIMUM #57 WASHED STOH;IE CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC SCALE: NTS DATE: 5/19/14 SHEET 2 OF 2 DRAWING NO. ow r • t •h z ILA LU ui FLno■ NO. I DESCRIPTION I DATE REVISIONS PLAN DESIGNER: S•i6 " _ • • • • • • • • • • • • • �!�!�! �!�!�!�!�!�!�!�!�!�!�!�lrl-��l ��1�!!llllllll���lrlllllllllllllllllll!�!�!�!�!�!�!�! !�!�l�l�i�l�l�l�l�l�l�l�l�l��� • • • • • • • • • • • • • , • , • - • • • • • • • , • . • . •' ............. ............. ................ CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC REPLACE UNSUITABLE MATERIAL WITH SURGE STONE OR #3 WASHED STONE ON FILTER FABRIC BEDDING 6 INS MI+,%IIMUM #57 WASHED STOH;IE CLASS 1 RIP RAP OR EQUIVALENT NATURAL STONE MINIMUM 30 INCHES THICK ON FILTER FABRIC SCALE: NTS DATE: 5/19/14 SHEET 2 OF 2 DRAWING NO. ow