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Home My WebLink About20120698 Ver 1_401 Application_20120712f� DONALD B STREET MAYOR PRESTON W MITCHELL TOWN MANAGER Ms Amy Chapman NCDWQ 1650 Mail Service Certer Raleigh NC 27699 1650 Town of -ea0bille Re Buffer Authorization Request for Stony Creek Greenway Nashville NC Ms Chapman a w e • y • TOWN COUNCIL LOUISE W HINTON TOMMY ROGERS CHARLES P TAYLOR LARRY D TAYLOR July 9 2012 The Town of Nashville respectfully request authorization from NCDWQ for unavoidable buffer impacts for the proposed Stony Creek Greenway Impacts consist of 1 181 square feet of impact to Zone 2 There are no Zone 1 impacts The project has been designed to avoid and minimize impacts to buffers as much as practicable The US Army Corps of Engineers has indicated that the project does not require a Section 404 permit because the three wetland areas that are present will be spanned with a pile supported wooden boardwalk There fore this application is for a Buffer Authorization only Please contact us if you have any questions or comments Thank you for your assistance with this Town of Nashville project Sincerely Gene Foxw rth ��1 Planning Director and Development Director �U� j � Town of Nashville Anc, .._ 2012 l POST OFFICE BOX 987 NASHVILLE NORTH CAROLINA 27856 TELEPHONE (252) 459 4511 FAX (252) 459 8926 A z Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version Pre - Construction Notification PCN) Form A Applicant Information 1 Processing 1 a Type(s) of approval sought from the Corps ❑section 404 Permit ❑Section 10 Permit 1 b Specify Nationwide Permit (NWP) number or General Permit (GP) number 1 c Has the NWP or GP number been verified by the Corps? ❑ Yes ❑ No Id Type(s) of approval sought from the DWQ (check all that apply) ❑ 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ❑ No For the record only for Corps Permit ❑ Yes ❑ No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts? If so attach the acceptance letter from mitigation bank or in lieu fee program ❑ Yes ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Stony Creek Greenway 2b County Nash 2c Nearest municipality / town Nashville 2d Subdivision name N/A 2e NCDOT only T I P or state project no N/A 3 Owner Information 3a Name(s) on Recorded Deed Town of Nashville 3b Deed Book and Page No D B 2492 Pg 247 3c Responsible Party (for LLC if applicable) Mr Gene Foxworth Planning Director 3d Street address P O Box 987 3e City state zip Nashville NC 27856 3f Telephone no 252 459 4511 3g Fax no 3h Email address Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name 4c Business name (if applicable) 4d Street address 4e City state zip 4f Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name Kevin Varnell 5b Business name (if applicable) Stocks Engineering 5c Street address 1100 Eastern Avenue 5d City state zip Nashville NC 5e Telephone no 252 459 8196 5f Fax no 252 459 8197 5g Email address kvarnell @stocksengineering com Page 2 of 11 PCN Form — Version 1 3 December 10 2008 Version B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) 3801 1 84251 031 and 380118425103 Latitude 35 9776 Longitude 779707 1b Site coordinates (in decimal degrees) (DD DDDDDD) ( DD DDDDDD) 1c Property size 5 6 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Stony Creek proposed project 2b Water Quality Classification of nearest receiving water C NSW 2c River basin Tar Pamlico 3 Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application The proposed greenway trail location is located in an area that was clearcut several years ago The area has regrown with successional vegetation The riparian buffer adjacent to Stony Creek remains undisturbed with with forested vegetation Wetlands are present on the site and consist primarily of depressional flats that are hydrologically connected to Stony Creek via surface flow or small linear ditches Land use around the site is primarily commercial development along NC Highway 58 with undeveloped land occurring on the opposite side of Stony Creek 3b List the total estimated acreage of all existing wetlands on the property 15 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property Approx 1000 3d Explain the purpose of the proposed project Project purpose is to create a greenway trail for the Town of Nashville Buffer impacts will be limited to Zone 2 and wetland areas will be spanned 3e Describe the overall project in detail including the type of equipment to be used The Town of Nashville is proposing to construct an 8 wide greenway trail along Stony Creek The greenway trail will disturb 0 60 acre of land and will incur 1 181 squate feet of buffer impact in Zone 2 The trail will be constructed of screening placed at grade Wetland areas will be spanned by pile supported wooden boardwalks To lessen the impact from construction smaller construction equipment will be used to build this trail Grading for the trail will be incidental and the trail will have positive drainage 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ❑ Yes ® No ❑ Unknown project (including all prior phases) in the past? Comments Delineation by private consultant 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) Jeff Harbour Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Page 3 of 11 PCN Form —Version 1 3 December 10 2008 Version 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ® No ❑ Unknown 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? —Dyes ®No 6b If yes explain Page 4 of 11 PCN Form — Version 1 3 December 10 2008 Version C Proposed Impacts Inventory 1 Impacts Summary 1 a Which sections were completed below for your project (check all that apply) ❑ Wetlands ❑ Streams tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ —non 404 other) (acres) Temporary (T) W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 2h Comments Consultation and correspondence with Thomas Brown of ACOE has resulted in a no 404 permit required determination 3 Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number (PER) or (Corps 404 10 stream length Permanent (P) or intermittent DWQ — non 404 width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T _7 ❑ PER ❑ Corps ❑ INT ❑DWQ ih Total stream and tributary impacts 0 31 Comments Page 5 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then individually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T) 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required? ❑ 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 any impacts require mitigation then you MUST fill out Section D of this form 6a ❑ Neuse ® Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? B1 ® P ❑ T trail Stony Creek ® Nos 0 1 181 B2 ❑P ❑T ❑Yes ❑ No B3 ❑P ❑T ❑Yes ❑ No 6h Total buffer impacts 0 1 181 61 Comments Page 6 of 11 PCN Form — Version 1 3 December 10 2008 Version D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Greenway trail was redsigned by project engineer to avoid Zone 1 impacts and all wetlands are being spanned with pile supported boardwalks lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques All appropriate BMPs will be employed during the construction of the project pursuant to current state and local requirements Grading has been reduced to just incidental grading necessary to lay the screenings for the trail s base 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ® No 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigation option will be used for this projects ❑ 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 receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan Page 7 of 11 PCN Form — Version 1 3 December 10 2008 Version 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments Page 8 of 11 PCN Form — Version 1 3 December 10 2008 Version E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1 a Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? lb If yes then is a diffuse flow plan included? If no explain why Comments There is no concentrated flow as a result of the trail Screenings will be ❑ Yes ® No placed at grade 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 4% 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan explain why 8 wide trail x 1 340 long = 0 24 acre impervious surface 0 24 acre of 5 6 total acres = 4% impervious 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? Town of Nashville ® Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 4a Which of the following state implemented stormwater management programs apply ❑ HQW ❑ ORW (check all that apply) ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ® No 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements2 ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1 3 December 10 2008 Version F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? 1 b If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter ) ❑ Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development which could impact nearby downstream water quality? 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative description 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility No sewage will be generated by the proposed greenway trail Page 10 of 11 PCN Form — Version 1 3 December 10 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ❑ No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑ No impacts? ❑ Raleigh 5c If yes indicate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat; ❑ Yes ❑ No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑ No status (e g National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain? ❑Yes ❑ No 8b If yes explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? Gene Foxworth, Applicant/Agent s Printed Name Appl ant/Agent s Signature Date (Agent s signature is valid only if an authorization letter from the applicant is provided ) Page 11 of 11 PCN Form —Version 1 3 December 10 2008 Version Stony Creek Greenway Location on 7.5- minute USGS topographic map (Nashville, NC) I 9 e i= , rori _ =main Tupo uc0 Elapnik F � P Ig 5 -- — • QfE Mapper ?e3 ?� �Lr'�nr ��cil x r •, a 7 1+ .9 in .. c t 0 i .n S L� s� S e ,i ..'-r• .r.. � pig i �4 ... —_ __ � —• �- f Fine r� ` �'S5 ztcuc H_re as e's 1inFS ('Jpdio _aL X07 m - s- ' lntemet Stony Creek Greenway Applicant: Town of Nashville Mr. Gene Foxworth - Planning Director P.O. Box 987 Nashville, NC 27856 Aerial Photograph of Stony Creek Greenway Site, Nashville, NC Satellite I H:hrid I Terrain j Tops lob Openings Search Fur w -d Op—mgs. Apply For tldChoices I X 1 ATION ti I [,I l(Jh!" ,� NCGS STA IION I !s I`.ID f (")ORDS � , . "TOBA,C,C,O)$ I 2 4'7, 8 5 9 . 4 -P +r1 � � �? j1� ^) ? NC GRID C:;OORDS (.��'' `Clu} 1\1= 248,0833 87M �. � it f i f�; A ` "rt }- : � Ea�`� E- P`'C' E =7U2, �.5 .765M }� ,f JFI `~c .'� l { '�'tlt CONTRUC_ f�r7 r C7`.1i )1 CORI\JER �TF1 II z a p z J N U "517 -E z a z ° 0 LU rQP -5 4 58 ST \. (,O {� ,_.... BUFFER IMPACT #1 ZONE 2 = 1,181 S.F. o N 'f US 64 BUSINESS W *� -3ga�y r WESTERN A t/E. � cq 8 WIDE 4' SCREENING % WETLAND IMPACT 2 \ s {)0 (. # ((� �y � ,�r WALKING TRAIL (COMPACTED) �2 3.52'' ``• �..� \ = 75 S. F. R 190G Q- a � ,WIDE TAR \ \ 0 \ �� \ \_. \ s1 >s .�> \ IV Z - NASHVILLE son \ �rciNr r) MAP N. T s Hl- VISIBILI TY \"Q. , W', CROSSWALK � � ..r ,. 33,i.` ,,� \ •\\e- - �♦ J '.` ",,��y�4>,"3cS- ::•I'G - J LS'�G/ 05.07 L ri N NCDOT STD. 12 \ INSTALL f30 L.F. \ -ac .`?fit r; \. \ art ; •� �, �A \. BOARDWALK PER }•I; ;Ll \ \ I' SOW 112 LB. PER 1,000 S.F. ,;Cr�.��s'\..:.n,� \ u i ; G ..r DETAIL \ ETLAIyDSr PERRENIAL WILDFLOWERS IN ,;� �,,�6',y .�' ., � \•. \. 44 �.ti, � h< ,r;};,, • \ DISTURBED AR AS OU TSIDE AN OF WALKING TRAIL. �•,, ® �. j v- ti INSTALL. f30 L.F. / \ :', ` ,� \ BOARD WALK PER TIE WCR TO s, z • o �- ; \ �`s' C ,1 wc/ �, DETAIL EX. BRIDGE CONCRETE WETLAND (I!IPACT #3 62 S. F. F '� 8 WIDE 4 4.5' SIDEWALK \` `� ,,,,,.. <. _ �S 4 ,. s? SCREENING ' C_�� X2.1 ® s #...:; �. : _, WALKING TRAIL o3 �. G \ a Jam: J�9�. `r .� \ WTLAND IMPACT 4 SA WCU T & REMOVE f 16 LF 0 \ av :.: ). " (COMPACTED) # JO CURB, & GUTTER TO = 515. S.F. O INSTALL WCR. 6 WIDE ``Crl/N QF NA ifII�ILLE SOW 1/2 LB. PER 1, -_ 000 S. Rl Z tt \,° / \ INSTALL 140 L.F. CONCRETE \ \a ` = \ t PERRENIAL WILDFLOWERS !N / \ L.�. B° ` 2492' - PG. 247 DISTURBED AREAS OUTSIDE BOARDWALK PER ® Q SIDEWALK ` ! \.� 1 y' l` L� F1, 3. 36 PG. 142 OF WALKING TRAIL `` >�;r' ,'� P6 ETAIL �kl S�J!des} \` J` RM "N ` \ \ \\ ` / , , � ��{ .' , ;� \,, • \ ;. 4j Q Gc :ft LQVV"N77••� ,y �.., , \.\ \\ \ •4S' aim C-7) i� f \ i ftkEFL.lfEjS, ,. y w q :.� N \ � 5 � r �.," rte y i P3 \ > , \ P �N' , , -,t1 ` (' ` FAA 0 Ck IY' •cx y. y, 'W'. } 4 'G�' _...✓ \ \\: \ � \' i�> g Apr ,,.: ti n• �/�) (o "E - COD ° • V'j.. - _ _ \ '>\ \. '('.i'd : a, ' j ",•* �a tO r >, •,,,i .\,R;''t/`2. c, n�c„� Njl� '",4aN� _ `.`�. C. % )h}'t w';'1'i :'•!`CCU �', s:,. V 04-\ Cu?. l tc` N � ��: iufl �1s. I \\ \ � ., L \ � ��;s }, r 1 >• .� �j fir'' fi � � � `°. �- _ � b „',' \ \, \ st•'"e,. \? .} 9 '�•ry Z ., ® �p '\1J xcu� 7ryw le��,,a,=r;a � \\ \ � �. - - j _ —�•"' ""'� �,J Z40 4% a °`.e � ° `ti.ti., \ �'r,,�N�,1�,•} 1�,,. ti, ._,.`. Ci.. �� r ��oi� v• fi ��, .,� \ \\ � ` 'j.- *">�� /�< ''i ® �''. a\ _ r..,;►.e .-'� \ ^ t y.i .�; ,� r� as '.73' ; _ =x .f o\ N' • \ Rr�o \ ON FLOODWAY PER .. �S �,. t 1 a� GENERAL NOTES _ __ _ — CREPE MYRTLE r� � . 7 OX. LOc A TI �,1 8 WIDE 4 ..` S' J,f �' u loft \ \ • ,�PP(� P 3720�38010t _ _ _ RATE M. SCREENING (MULTI-STEM 8' \.,,. •> �7 ' .. T STRIPING TO BE THERMOPLASTIC. �. 6'� \ _._ . __ -__ __ — URANCE RA 1. ALL PAIN a, \ E-t '' >' °3 ? MEET ., \ :; X1.000 INS WALKING TRAIL TALL ®PLANTING) 2. WHEEL CHAIR RAMPS AND SIDEWALK TO „F ° \4 qua \ v ADA STANDARDS, LATEST EDITION. f%-�r J. WALKING TRAIL TO HAVE A MAXIMUM 2q CROSS' \ JAPANESE MAPLE ^l I SLOPE AND 59 LONGITUDINAL SLOPE. ` L 10' TALL @ PLANTING LANDSCAPED AREAS TO 4. GRADING FOR SIDEWALK AND WALKING TRAIL Sh'ALL \ RECEIVE WEED BARRIER <S' \ & 3" BRICK CHIPS. BE INCIDENTAL AND SHALL BE INCLUDED IN THE. L.F. PRICE FOR EACH " n C) PLANT DAY LILIES 1' 0.G 5. BOARDWALKS TO BE 3 ABOVE GRADE OVER WETLANDS ., , ,> 4' <\ \ � J ,,�\ y, , , / REA40VE EX, RCP &_ 1\ : J ti� \\ / 4 \ y \ Kati ° \L`?ti AND TAPER @ 5q MAX. SLOPE ON BOTH ENDS. REPLACE W /��' L.F. 6. WALKING TRAIL SHALL BE INSTALLED TO ALLOW FOR < - RCP ®Q 5i MIN.- POSITIVE DRAINAGE. '� � s' \ �` �'' --., �,` -'.� �i `t:. .° �' , s;•,,7,, ��' '` c•,1 , J --' • . f'�, �:. 'mac.,?,.., ! u 6. CLEARING AND GRUBBING TO BE DISPOSED OF 1-`T A PERMITTED SITE. %- < 4-4 � > REMO VE & REINSTALL ±64 L.F. '. G T. AJL O E «__., _CONTRAC .TD R F I��.. -, EX CHAIN LINK FENCE D. 6�5 0 A � . ,. 1 ,t� \ �.... C AND GATES !S ; l STALLED A TL�'AST _ 5Q- FROM THE . T 0, � \ -Is, � c .: �... , � , a . .: :5; C14EEK _UNLESS 5H ®WAN A5 A \ RAISE EX. M.H. -BANK ON ... TONY _ . , . . / W. CAF I7A LL: CJ, G .: _ ....., ter. ..... ,, .... _,., LOCATION _ _.._ ....,. . __._ ,. . _..._.. APPROX. OF AD 1L T � (J e C P Y EQUIPMENT Cry, A GEUPCrIA /_ /� /J i LA GROUND EO C? i SUPPLIED BY THE TOWN A, lD c,y ,� LIABILITY GCJIi/IF?NY �P Iir�r co '� °0 / \ f') /, E o k ((P �ry'pJ INSTALLED BY CONTRACTOR r ,... o'-o ca D. B. 24~36 PG. 492 4 ¢ f , f CA CO M DISTURBED AREA f0.64 Ac. c� }G, `•`' k� 1� t� rti �!� .!f, .._ P. B. 3�> f �. 142 RELOCATE DOUBLE S � ADD 4 WIDE ,. I�% `� o ..� I ...111. � r GATES 10 THIS SIDE. .. ..., c..rr, ACCESS GATE ` N •d. N z�, , . � / r � ,�� / 'l • . to �n ' 04 —7 `• n 0 t % _ Z \ (L o X m Imo iv PI� Gpl ` H = 'Q 0 / y / '� jj�\ \ (} ♦ ! Nor ml 7' ', n L� 2 Uj. r�� , ref -f- . • ` ,, ' / .''' ��' � �: `� J �°�ur�,u �� r q 9 L.t i a` V: MAX SLOPE \� :, 1: 12 x J, `a " ` TRUNCA TED , DOMES „ _ II'i Z F ` � • � , '_ ..' -+'moo ,/�� DEM ° to in James G. Strickland Z 03 Laced Surveying, P.A. `� �`�� , HEEL CHAIR MP ®E-FAIL '` Y " NOT TO SCALE - h,�=p�, oFESS /0", yam'., U z o z Q <. � 12,3 West Washington Street' \; 6a ` _ SEAL _ a o Nashville, North Carolina 27856 \ , 19843 w m = cn NORTH CAROLINA CERTIFICATE NUMBER. C- 3721'o ` \ �• �. 5 -15 -12 V 1 .-az �H EL TELEPHONE (252) .459 -3838 � '�� S ` FAX (252) 459 -1885 SCALE: 1 " 40' �q M 0 40 80 100 120 140: 160 - ca, 1 101.111111,111110,11111111111111 111111 Ill 11,1111 11 1111111, 01 11111 OWN I'll STRUCTURAL NOTES: GENERAL: FOUNDATIONS 1 ENGINEER'S SEAL APPLIES ONLY TO STRUCTURAL COMPONENTS INCLUDING BEAMS, 1) ,,l J MINIMUM TO BE VERIFIED WITH LOCAL ALLOWABLE SOIL PRESSURE ASSUMED 2000 PS COLUMNS, PIER, GIRDER AND RAILING SYSTEM AND STATE JURISDICTIONS. 2 ALL CONSTRUCTION. SHALL CONFORM TO THE APPLICABLE CODES LISTED, PLUS ALL ) 2 ) PILING SHALL BE CARRIED TO LOWER ELEVATIC),NS THAN .THOSE SHOWN ON THE LOCAL CODES AND REGULATIONS. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE DRAWINGS IF REQUIRED TO REACH. FIRM SOIL. FOR, AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS,. 3) FIELD VERIFY AXIAL COMPRESSION CAPACITY CF PILES IS EQUAL TO 7500 LBS AT TECHNIQUES SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTICNS AND MAXIMUM DEFLECTION OF 0.3" USING ASTM D1143,` PROCEDURE A. TEST ONE PILE PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; NOR WILL SHE ENGINEER V BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION FOR EACH 50' OF BOARDWALK. WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3) WHERE A CONFLICT BETWEEN. CODE CRITERIA OCCURS, THE MORE STRR,��GENT IS WOOD: APPLIED. 1) ALLOWABLE STRESSES AND GRADES FOR TIMBER FRAMING SHALL BE IN ACCORDANCE 4) ALL SAFETY REGULATIONS TO BE FOLLOWED STRICTLY. METHODS OF CONSTRUCTION, /// WITH THE LATEST EDITION OF THE 'NATIONAL DESIGN SPECIFICATION STRESS -GRADE SHORING AND ERECTION OF STRUCTURAL MATERIAL IS CONTRACTOR'S RESPONSIBILITY. /// LUMBER AND ITS FASTENINGS AS RECOMMENDIE D BY THE NATIONAL FOREST PRODUCTS 5} REFERENCE CIVIL DRAWINGS FOR ALIGNMENT AND ADDITIONAL DETAILS. j// ASSOCIATION. 2) ALL FRAMING — SOUTHERN YELLOW PINE NO. 2. (FB = 1200 PSI MIN.) UNLESS NOTED OTHERWISE DESIGN CRITERIA: 3) IF PSL's ARE USED; FABRICATE ALL ENGINEERED LAMINATE VENEER LUMBER IN 1) APPLICABLE CODES: ACCORDANCE WITH THE LATEST STANDARD UNIVERSAL PRACTICES OF WOOD PSL'S. A. 2012 NORTH CAROLINA STATE BUILDING CODE (2009 INTERNATIONAL. BUILDING 4) MATERIAL PRESERVATIVE SPECIFICATIONS: CODE WITH REVISIONS) A. PILING = AWPA UC4C & C3, 0.80 ACQ, O. OCCA, OR 12.0 CREOSOTE B. 2009 AASHTO LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES B. PILE CAPS, JOISTS = AWPA UC4A & C2, 0..40ACQ, 0,21 CA, OR 10 CREOSOTE CO3 C. 2005 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUC -ION C. DECKING, HANDRAILS AWPA UC3B & C2, 0.25 ACID 0.10 CA 5) CONNECTORS: ASTM A305, STAINLESS STEEL 2) DESIGN LIVE LOADS: 6) FASTENERS: ASTM A305, STAINLESS STEEL UNIFORM LL= 90 PSF W SPACING = 3 X. DIAMETER OF FASTENER EQUESTRIAN = 1000 LBS CONCENTRATED (4 IN. X 4 IN.) / / ' j/ / EDGE DISTANCE = ` 4 X DIAMETER OF FASTENER MAINT. VEHICLE = 1500 LBS MAXIMUM MIN. PENETRATION = 6 X DIAMET -R OF FASTENER 4' DRAWING NOT TO SCALE C L L C - J I LLL UUL I J VV/ UVtKJiLtU 2rJ MIN. WASHERS CIRCUMFERENCE PILING 1. 2X6 RAIL CAP 4X4 RAIL POST \-2X10 BLOCKING AT EA. V Q RAIL POST O O /// j /// O p j// O p zz Q —� W T7 / / ' j/ / / ' ;/ / (5) 2X10 EVENLY SPACED (3) $ "o STAINLESS 2X6 DECKING $" GAP BETWEEN BOARDS G' I' (2) � - J I LLL UUL I J VV/ UVtKJiLtU 2rJ MIN. WASHERS CIRCUMFERENCE PILING 1. THIS DOCUMENT, ANITO AS O O O O AND DESIGNS EXPRREIN N ARE THE PROPERTY - ENGINEERS, AND ARBE USED, IN WHOLE OR FOR ANY OTHER PROJECT THE EXPRESSED WRCON SENT OF FSP E.. ?X12 PILE CAP, TYP. 1~ .................. ON- \-2X10 BLOCKING AT EA. V THIS DOCUMENT, ANITO AS O O O O AND DESIGNS EXPRREIN N ARE THE PROPERTY - ENGINEERS, AND ARBE USED, IN WHOLE OR FOR ANY OTHER PROJECT THE EXPRESSED WRCON SENT OF FSP E.. ?X12 PILE CAP, TYP. 1~ .................. \-2X10 BLOCKING AT EA. V Q RAIL POST Q W W � uj Z 0. r 2, J z 2X10 SCAB SPLICE � (3) SCREWS EA. 22 ROW BOLTS EACH END DECK BOARD TO JOIST ./-i --