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HomeMy WebLinkAbout20120580 Ver 1_Application_201206124 A. U STATE OF NORTH CAROLINA 1 Z DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE EUGENE TI JR GOVERNOR SECRETAR June 4 2012 U S Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801 -5006 ATTN Ms Sarah Elizabeth Hair NCDOT Coordinator T20�E0 Subject Application for Section 404 Nationwide Permit 33 for the proposed replacement of Bridge No 453 over Norkett Branch on SR 1003 (White Store Road) in Union County, Federal Aid Project No BRSTP - 1003(40), WBS Element 38594 1 1, Division 10, TIP No B -4824 Dear Madam The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 453 over Norkett Branch on SR 1003 with a new 32'x9 x60' crownspan bottomless culvert on the existing alignment There will be <0 01 acre (8 linear feet) of temporary stream impacts due to the installation of temporary impervious dikes during culvert installation Please see enclosed copies of the Pre - Construction Notification (PCN), permit drawings stormwater management plan and design plans for the above - referenced project The Programmatic Categorical Exclusion (PCE) was completed in June 2010 and distributed shortly thereafter Additional copies are available upon request This project calls for a letting date of March 19, 2013 and a review date of January 29, 2013, however, the let date may advance as additional funding becomes available MAILING ADDRESS TELEPHONE 919 707 6100 LOCATION NC DEPARTMENT OF TRANSPORTATION FAX 919.212 5785 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27610-0328 RALEIGH NC 27699 1598 A copy of this permit application and its distribution list will be posted on the NCDOT Website at http / /www ncdot org /doh/preconstruct/pe /neu/perimt html If you have any questions or need additional information please call Erin Cheely at (919) 707 6108 Sincerel �� Gregory J orpe, Ph D Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List 2 W AT �9QG ��•1' O Y Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit ❑Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 33 or General Permit (GP) number 1c Has the NWP or GP number been venfied by the Corps? ❑ Yes ® No 1 d 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 Replacement of Bridge No 453 over Norkett Branch on SR 1003 (White Store Road) 2b County Union 2c Nearest municipality / town Marshvdle 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B 4824 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not applicable 3c Responsible Party (for LLC if applicable) not applicable 3d Street address 1598 Mad Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6108 3g Fax no (919) 212 5785 3h Email address ekcheely@ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not apphcable 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 not appbcable 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates (in decimal degrees) Latitude 34 90200 Longitude 80 35637 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 1 2 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc) to Norkett Branch proposed project 2b Water Quality Classification of nearest receiving water WS V 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 The land use within the vicinity of the project consists of about 30% forest land (including mixed hardwood forests) 60% cultivated land (pastures and agricultural fields) and 10% developed or disturbed land (roadsides and residential areas) 3b List the total estimated acreage of all existing wetlands on the property 0 (No wetlands) 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 180 linear feet 3d Explain the purpose of the proposed project The purpose of this project is to replace a structurally deficient bridge (sufficiency rating 30 5 out of 100) 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a 46 foot bridge with a 60 long 32 wide and 9 high crownspan bottomless culvert on the existing alignment with an off site detour Standard road building equipment (trucks dozers cranes etc) will be used 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ® Yes ❑ No ❑ Unknown Comments Rapanos and JD request package sent 1/30/08 NCDOT is requesting a final JD with this permit 4b If the Corps made the jurisdictional determination what type ❑Preliminary [--] Finai of determination was made 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company NCDOT Name (if known) Erin Cheely Other No JD issued due to only perennial streams 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 ® 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 ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary la 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 Site 1 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 4 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps I ❑ DWQ Site 5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ 2g Total wetland impacts 0 Permanent 0 Temporary 2h Comments No wetlands within the project limits 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 Average Impact length number (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps 404 10 width Temporary (T) (INT)? DWQ — non -404 (feet) other) Site 1 ❑ POT Impervious Dike Norkett Branch ® PER ❑ INT ® Corps ❑ DWQ 10 8 ( <0 01ac) Site 2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5 ❑ POT ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 0 Perm 8 Temp 31 Comments <0 01 ac (810 of temporary impact from installation of impervious dikes Once dikes are in place a 32 x9 x60 crownspan culvert will be installed No permanent impacts No impacts from bridge demolition or utility relocation 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 indiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 ❑P ❑T 02 ❑ PE] T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 Permanent 0 Temporary 4g Comments No open waters within project limits 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 (acres) number purpose of pond Flooded Filled Excavat Flooded Filled Excavated Flooded ed 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) 5) 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 El Tar Pamlico El Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number— Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary required? B1 ❑P ❑T ❑Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P ❑T El Yes ❑ No 6h Total buffer impacts 61 Comments Project is not in a protected buffer area 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 new crownspan bottomless culvert will be located on the same alignment as the existing bridge There is a reduction of impervious area for this project due to the elimination of the paved shoulder at the existing bridge deck location Water will not discharge directly from the roadway into the creek The roadway runoff will receive treatment from the open grass shoulders and fill slopes The walls of the proposed final crownspan structure will be set back from the existing top of stream bank at least 1 foot lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques By using a bottomless culvert the natural streambed will be preserved and fish passage will not be impeded The use of impervious dikes during culvert construction will avoid any permanent impacts to the stream and minimize the temporary impacts as well 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 If no explain Only temporary impacts, no permanent 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigat ion 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 not applicable 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 The NCDOT does not propose mitigation for the <0 01 ac of temporary impacts from impervious dike installation This impact does not require permanent fill in the stream bed and therefore under Section 404 of the Clean Water Act does not constitute Loss of Waters of the U S and is not subject to compensatory mitigation 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 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 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 ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included? If not explain why ❑ Yes ❑ No Comments 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached permit drawings ❑ 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? not applicable ❑ Phase II ❑ NSW 3b Which of the following locally implemented stormwater management programs ❑ 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 (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 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 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? 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 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 ®Yes El No letter) Comments PCE signed June 2010 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 applications ❑ 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 additional development which could impact nearby downstream water quality? ® No 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 this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be 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 not applicable 10 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a WIII 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? E:1 Raleigh 5c If yes Ind Icate 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? While habitat exists within the project area for Michaux s sumac and Schweinitz s sunflower no individuals of these species are found within the project limits (project area was surveyed by NCDOT biologists in 2007 2009 and 2011) The project has also been surveyed for Carolina heelsplitter by NCDOT biologists and no mussels of any species were found with the nearest heelsplitter occurance being over 15 miles (straight line distance) away Thy protect will have no effect on any Federally Threatened or Endangered species listed for Union County 6 Essential Fish Habitat (Corps Requirement) 6a WIII this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 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? NEPA Documentation 8 Flood Zone Designation (Corps Requirement) 8a WIII this project occur in a FEMA designated 100 year floodplain? ❑ Yes ® No 8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps 6"1'12, Dr Gregory J Thorpe, PhD Date Applicant/Agents Printed Name AplVcilnt ent s Signature Par (Agent s signature is valid only, authorization letter from the applicant is provided 11 PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO NAMES ADDRESSES ALL IMPACTS EXIST WITHIN NCDOT ROW J Permit Drawing Sheet a of DIVISION OF HIGHWAYS UNION COUNTY PROJECT 3859411 (B-4824) BRIDGE NO 453 ON SR 1003 (WHITE STORE RD) OVER NORKETT CREEK SHEET OF 4/17/12 Permit Drawing Sheet. of _,7_ 2k &� G 2��© o tG� � 2mk� � $ I E x - m�Ek�Em e\ CD e . _ � � 2 = w 0�\\o o� a�� =E�� §� / §§k¢ j7fk�^ 8 \) a§.3U0■ � 5 \fie§ 2b$° a k § � G / §k��� ¥ r�v 9 kLU � � # �CL _M � 2 a � ■ � 2 §8��� � � Cl § O R w B k�k � c��a 8 CL 2 §2® o z� ��f� ` Q - � �k �gk7 k § I J � �£ k 222; o 2 �£k o $ §� /k a « V J @ \ § & �� § �k G K - - m� � � E �k �R � 0 E § a < kk R � \ Cl) k E M » 8 k - -TR 0 k E i Permit Drawing Sheet. of _,7_ �� § G K - - m� � � � § < kk I G /r1r V R/ 1R 1 Ilnl G R I V V J V I I�GJ (OUTSIDE FACE) SITE I ENLARGEMENT DENOTES TEMPORARY L TS IM PACTS IN SURFACE WATER GRAPHIC SCALE Permit Drawing Sheet (o of (OUTSIDE FACE) SITE I ENLARGEMENT DENOTES TEMPORARY LT S TS IMPACTS IN SURFACE WATER GRAPHIC SCALE ermrt Drawing Sheet ':�- of 4 .......r mom M I ■.,'dome :::i.i: % %ii °° urn^ n9GGiiiGiii 7iiiiiiiiiiiGiiiiiiiii000u■ 7t / �L<• - I ■ w•....■..wwwww o Mom wr- -ion o.- +catu.ua.�uo ■uo..�oc ��_� ^r_.a■ �.► i`,, ■�- - -__ ..■.... ■uou ■wrrauu�•�r�.uuu......:rcwc luau■ �i1 ■o c== i���G..r.u■oou..ar.c�•uuvrvuo oou uo.cr ur.r.■ u...i.on. . a un..u.uu�'c:ay..c.r_.ouw.uu.uiu n�o.n..■ 1� N■,iru.■o..o.uo■.■o.o ■s u�ao■■rrr...uau..n000son.u0 o■ wuunn ms..ru.ro ■ iLJ..rC....il il. i• L. 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S i E E180W5 NO 6 SIZE _AAA W WW N N N CONC COLLARS CL B C Y STD 14012 SLOPE CRITICAL j n O O CON. 6I ICR PIPE PLUG C Y ST 84011 I PIPE REMOVAL UN FT To p O LNA w N 0 w ° CL p m m O O O Z m O T � I N � r r II�IIW� j 'i � y I -4 m O S m °a �d yO F Z T I o a oaf ° PO Q, A I DO NOT USE RCP u DO OT USE CSP DO NOT USE CARP T- �m n P � m° g c 9 m M N N N l/I p O D A r DO NOT USE HDPE x } c ° 0�na 0�� O > > s >r �� m y 0 c o o ri FO O ea �d c O �H oc 06 06, 064 0" 019 109 1109 i3 u N 3 II I II Yyn' c bC",�� I11 m A o O � R O m £ O6 o 0 m zc Z Aos n€ C o x 0 o TT PuZ 00 u O zz °n o 090- O r O 0 O O u ti p O r F z rZT 06620 q O £ Z 2f ` c0O S o £ 0 � 8 N 8 8 8 6 Lr r O Z 2= r A O a s s s 30 Nil n r W, 1S o� �t N z� o °€ O OF, I H r3 O O T3 T Zn FCC H Z ®� M �CA to T I A a 3T n h e® ^ �7 ►Py L+i O � /F ICI rn C n 4` °= ° z z z C)� W f•l.l `lµl/ N PER EACH 10 THRU 50( 50 THRU 100 C I z 10 0 AND ABOVE m QUANTmES FOR DRAINAGE STRUCTURES TOTAL Lf FOR PAY QUANTITY SMALL BE COL A R J R COL BI G O c 0 0 o r 0 O T III ° _ o D III Z m m 7D O O O W >D O Q0 LpAJI to Z O c O �, °� O O V R C PIPE CULVERTS CO M RACTOR DESIGN PIPE � CATCH BASIN DROP INLET MCONCRETE TNSITIOHAt SECTION o -SIDE 1B SIDEIDN PIPE W O O O nnm c �z o i _ V G D I FRAME WITH TWO GRATES STD 81022 H OEM soup G I (NS) FRAME WITH GRATE STD 840 24 + G D I IN IS I FRAME WITH TWO GRATES STD 840 24 Ul 13 Zv inmi�� 1 B STD 1840 Jl OR BIO 32 O DO I CORR. S i E E180W5 NO 6 SIZE _AAA W WW N N N CONC COLLARS CL B C Y STD 14012 O O CON. 6I ICR PIPE PLUG C Y ST 84011 I PIPE REMOVAL UN FT To p O LNA w N 0 w ° m m O O O Z m O T � r r II�IIW� j 'i � y -4 m A o O � R O m £ O6 o 0 m zc Z Aos n€ C o x 0 o TT PuZ 00 u O zz °n o 090- O r O 0 O O u ti p O r F z rZT 06620 q O £ Z 2f ` c0O S o £ 0 � 8 N 8 8 8 6 Lr r O Z 2= r A O a s s s 30 Nil n r W, 1S o� �t N z� o °€ O OF, I H r3 O O T3 T Zn FCC H Z ®� y R CIP i s Cs► I II a 3T n h e® ^ �7 ►Py L+i O � /F ICI is h 1. C �- 4` °= ° z z z C)� W f•l.l `lµl/ A PER EACH 10 THRU 50( 50 THRU 100 C I z 10 0 AND ABOVE m QUANTmES FOR DRAINAGE STRUCTURES TOTAL Lf FOR PAY QUANTITY SMALL BE COL A R J R COL BI N W 0 ° _ £ III C B STD 1840 01 OR STD 1140 02 I � R C PIPE (CLASS h LpAJI O RC PIPE CULVERTS CONTRACTOR DESIGN PIPE O �, °� O O R C PIPE CULVERTS CO M RACTOR DESIGN PIPE CATCH BASIN DROP INLET MCONCRETE TNSITIOHAt SECTION 13 IDRAIN PIPE -SIDE 1B SIDEIDN PIPE W y R CIP i s Cs► I II n a I 25 WEREE °tgm �e I ° z f is h 1. C �- Z aT A PER EACH 10 THRU 50( 50 THRU 100 C I z 10 0 AND ABOVE m QUANTmES FOR DRAINAGE STRUCTURES TOTAL Lf FOR PAY QUANTITY SMALL BE COL A R J R COL BI N W 0 t t III C B STD 1840 01 OR STD 1140 02 I � °xp0 e Q u LpAJI O oZ O SNo o= Z O O O N CATCH BASIN DROP INLET MCONCRETE TNSITIOHAt SECTION O O O nnm G D I FRAME WITH GRATE STD 840 22 i _ V G D I FRAME WITH TWO GRATES STD 81022 Z OEM soup G I (NS) FRAME WITH GRATE STD 840 24 + G D I IN IS I FRAME WITH TWO GRATES STD 840 24 Ul 13 inmi�� 1 B STD 1840 Jl OR BIO 32 O DO I CORR. S i E E180W5 NO 6 SIZE _AAA CONC COLLARS CL B C Y STD 14012 O O CON. 6I ICR PIPE PLUG C Y ST 84011 I PIPE REMOVAL UN FT A O 0 m m O O O Z m y N �- Z aT A M N W 0 t t III LpAJI O oZ O SNo o= Z O O O N IIN�I��1� O O O nnm O i _ V _ A Z OEM soup + + Ul 13 inmi�� O DO _AAA O O A O T � r r II�IIW� j 'i � y O yO F Z T PO Q, A N N l/I p O D A r y N Hill aT A O g 10-1 = C L£m o x 0 III oZ O SNo o= Z IIN�I��1� O nnm i Monosson MONSIOU OEM soup O Z Z inmi�� 0 x _AAA II�IIW� � y N aT A O g 10-1 = C L£m o x 0 o £ y � oZ O SNo o= Z z O p �ZY Z P O D O O Z Z 0 x _AAA 1101. 8110. 11111 1111. 1111. 1111. 1111. 1111. 11 Z� I� I° T d � T Z n T z 0 xm O no No +r; all ��Mr C 1 0 pT Z f m