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HomeMy WebLinkAbout20071132 Ver 1_Application_20070627~~ U.S. Department of Transportation Federal Highway Administration Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Eastern Federal Lands 21400 Ridgetop Circle Highway Division Sterling, VA 20166-6511 In Reply Refer to: HFPP-15 JUN 2 62007 071132 Subject: Project NC PFH 100-1(2) Replacement of NC SR 1129 Bridge (#87) over Little East Fork Pigeon River and Adjacent Stream Bank Stabilization. Request for 401 Water Quality Certification To Whom It May Concern: In cooperation with the U.S. Forest Service, the Eastern Federal Lands Highway Division, of the Federal Highway Administration, has prepared plans for the replacement of the bridge across the Little East Fork Pigeon River along NC SR 1129 (#87). The existing bridge is inadequate to handle the 10-year flow event and often the bridge approaches are washed out during heavy rain events. The project is located within the Pisgah National Forest in Haywood County. Approximately 140' of the existing streambank on the eastern side of the river will be excavated and replaced with ageocell retaining wall with Class 3 riprap toeing the wall into the stream. The bridge over the river will be replaced and the elevation of the roadway approaches and the bridge itself will be raised to allow for the passage of the.2S-.year storm event. The Little East Fork Pigeon River is a designated trout stream and is subject to trout stream buffer restrictions. FHWA has initiated coordination with the US Army Corps of Engineers as well as the North Carolina Wildlife Resources Commission. We are also requesting approval. from your agency for the enclosed plan set. Please find enclosed 7 completed Pre-Construction Notification Application Forms and supporting documents for this construction activity as well as a check (#1010) in the amount of $475.00 to cover the application fee. If you have any questions or require anything further for the application, please contact Mr. Eric Beightel, Environmental Protection Specialist at 703- 404-6333. Sincerely yours, ~_~ Kevin S. Rose Environmental Compliance Specialist Enclosures ~ ~~'~'~~ ~u~v ~ ~ X007 ~' d ~ ,t _. _ .,~ A M E R ~ +C A N f' P7EPJR - WATER cauALITY C ~' N ~ ~ ~ +~ ~- -°'~ 9NEILAND9 pSJP) sTOftPMA'ATER SRAt-CN 4 Office Use Only: Form Version March OS USACE Action ID No. DWQ No. 2 0 0 7 1 1 3 2 ~~~ any par<icuiar item is not appucaote to uus project, please enter "Not Applicable" or "N/A".) I: Processing 1. Check all of the approval(s) requested for this project: Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^^ 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 13, 33, RGP 198200031 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ^ II. Applicant Information ~~~~~~ Owner/Applicant Information Name; Federal Highway Administration c/o Kevin Rose ~;~r, ~ ~ 2~0~ Mailing Address: 21400 Ridgetop Circle, Sterling, VA 20166 ~IEiVR -WATER ~~~ ~ A ~ . Telephone Number: 571-434-1541 FaX Number: 703-404-6217 E-mall AddreSS: kevin.rose@fhwa.dot.gov 2. Agent/Consultant Information (A .signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion; so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of prO~eCt: NC PFH 100-1(2), Replacement of Bridge #87 over Little East Fork Pigeon River 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location County: Haywood Nearest Town: Waynesville Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): Bridge replacement is occurring on the bridge spanning the Little East Fork Pigeon River on NC State Route 1129 in Haywood County. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.425471 °N -82.912734 °W 6. Property size (acres): 1.7 acres 7. Name of nearest receiving body of water: Little East Fork Pigeon River 8. River Basin: French Broad (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: State Route 1129 has been overtopped by severe storms. This project will raise the elevation of the bridge crossing Little East Fork Pigeon River to alleviate these flooding concerns. The land use adjacent to the roadway is mostly residential. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The bridge spanning Little East Fork Pigeon River will be replaced. The eastern bank will be armored to stabilize and prevent future erosion. General construction equipment will be used. 11. EXplairi the purpOSe Of the proposed Work: The bridge and its approaches on SR 1129 are overtopped by 10-yr storm events. The new bridge is designed to handle a 25-year storm event. The bridge approaches will also be raised in elevation and the bank adjacent will be armored to handle heavy flows. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Not applicable V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No future permits are expected for this projectd. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Approximately 1ao ft. of the existing stream bank on the eastern side of the river will be excavated and replaced with a geocell retaining wall with Class 3 riprap toeing the wall into the stream. The bridge over the river will be replaced and the elevation of the roadway approaches and the bridge itself will be raised to allow for ` passage of the 25-yr storm event. This will reduce the flooding on SR 1129. Current bridge design resulted in deck girders being in the flow fora 10-yr event. ' Page7of12 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, set)arately list imnactc rlne to hnrh ctrnctnre and flnnriincr - Wetland Im act P Site Number indicate on ma (~ p) - Type of Impact -- Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) --o• Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must he 1nClll(jP,l~ Tn ralriilata arraaaa miilti„1~~ lann+l, Y .~.;l7~L. ~L.,,... ,7:_,:,7,, t_. n~ can Stream Impact Number indicate on ma ( ) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Length (linear feet) Area of Impact (acres) 1 Little East Fork Temporary perennial 30 140 0.068 2 Little East Fork Temporary perennial 30 100 .0.023 3 Little East Fork Temporary perennial 20 155 0.035 Total Stream Impact (by length and acreage) 395 0.126 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill. excavatinn_ clrerl~inu flnnrlina rlrainaaa h~~llrl-,P~~-1~ o*.. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) - Type of Impact --~ ---~ Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres Total Open Water Impact (acres) Page 8 of 12 6. List the cumulative impact to all Waters of the U.S_ resultinu from the r,rr,;Pr,r• o ----- Stream Impact (acres): ---- r'-J--° o.12s Wetland Impact (acres): Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) 0.126 Total Stream Impact (linear feet): 395 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes ~ No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: VII. Impact Justification (Avoidance and Minimization) Expected pond surface area: Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques t0 be follOWed during COristructlon t0 redUCe 1mpaCtS. All measures are designed to minimize the impact to the stream while allowing for adequate access to complete construction. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strm~ide html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of public (federaUstate) land? Yes Q No ^ 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ~ No ^ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^^ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multinliers_ Im act Zone* ~~~„~P f o+~ Multiplier Required 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. Page 11 of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed lmpervlOUS level. There will be an increase in impervious surface of 0.17 acres, this increase is below the 20% threshold. XII. Sewage Disposal (required by DWQ) 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. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No Q Is this an after-the-fact permit application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No ^^ If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). ~ Applic~%Yit/Agent's Signature ate (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 ~' ~~} !~ i ~ ~ ~ ~ ~~f~ ~ ~ j ... - ~-%%~,..r ~ f s '~ ~~ ~~'S1 ~i 1'~ t ~ ~ ~ ~ r' ~~.~~: ~~, , ~~~. f ~` f~~/ ~~~ ~ ~ ~~ rr~ + ~ ~ ,* , ~. ';'til' ~ ` 1 ~.~ ~. f.,'~" ~ ~ ,, , 4 f r`~J { ~~~--. 1 f~ti ~ r ~ ~ ~ ~ ~ '~ ~ " It 4, ~, ~ ~~, ~ t `~ ~_~~f ~,. . f~,,--.,. k if ~ ~ ', ~~~ ~ ! ~u~ ~.~-- r 1 ,, .;. _, _.FF ~,~ , -, ., ~i ;~r';~ ~' ~- - t ~ .,M_ pit ~. ~~ i ! ;`,i •::`` • ~. `1 f~'. 1 .' ~^ J ~ .. ,~ 1 ?'~~} ;' J~ik ..... 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OF TRANSPORTATION 0 p " DIVISION OF HIGHWAYS A ' RALEIGH, N.C. m r my ~ o ~ Sti o zs 4`' ~ mm y nq6 -L v~ ti• ~r ~~ w m °ti~° Z DD o'y' ~~~e ~ O W I/9/2WV DISCO PY rNreMNMC1W,1Wo1.n.YKIV~xvoswIDboeepn "m ~k ~= m ~ ~~ a~ e~ w8 ~, L• I `° '/ / ~ lr llpX I rya ~~ / / / / / I r ' ~ ' O m ,~ m w ' ~'~ ~z ~ i ~ ~ ~ ~ y Z s m z ~ ~ ~ m c~ ~ / ~ m m m ~ I ~ y 2 ~ ~ _ ~ ~~ ~~ ~ w --{ k f- w a m o o ~, ~ a 3 ~ N Imox,>> ~ ~d ~ `d ~h I ~ ~ m O` L 2 2 „ a~~ o;?"SN oa3`DSQ ~~ O ~ $ mm $ i ~ 1 R ~~ ~ 1 j~ 0 H n R$~ ~3~_a 3g,~m,. E $ 1~ ~ go ~,~ c,~T~o ~° m~~ ,y l ttCC a+ ~~~ ~~~~a ~~~~~~ ~g~ E~, ;~~~~ o~s~ ~ ~~g A ~ ~ ~OOh~ ~~~~~~ g'g0 ~ g m ,~ ? ~ m ~ ,. 8 ~~~ ~~°~~ ~~~8~'~ goo ~ 1 n > (~Q !D r m ~~~ $ rn ~ ~4~ 5 o~ ~~ ~ N F a OC C ~ \ < ~ ~ ° ~\ R ~ ~ ti rn I ~ ~ \ a ~ ~ -- -~ z ~ , ~ rn ~ ~ \~ i / \ ~ r-s^~ I~ ~ ~ ..• ~ ~ \ ~ ~ a A `- 0 f I I n C I p or I~ I ~ I I Q y o ~ I I ` rn I o m ~ ~ II ~ I i 8 ~ ~*1 ~ I I~ I I o p ° I I g' ~ ~ I I f j y I ~ 2 I ~ \ y I r-6" ~ ' ' 'R m ~ Q` ~ 1 ? ~~ ~ i 2~' Q Q 1 R4 I n ~ _ I IF-II i°C I ~~ II ~\``' 2~ ~~ m I II I I I ~ I ~ ~ ~ ~ Ij ~ I I I ~ a~ '+ II I ~ I ~ 8 ~ ~ O M I I~ I I 2 ~Ip~ IVI I I I 7 I I C ~ I " £ ~ 1 ° ~ ~ ~s ' I t d '+ o p in ~ ~ a $ / h ~ o m ~, C ~~ ~ - my r ~ I / ~/ ~ ~~ ~I~Q ~ ~ $ ~~ T~ 0 ~ ~ O~ U a l., IV D n o G O ~ x N O a ~ N N/811 N]9 PY YM/0/0/VMnt~W fDVO/AMKO~S~FO/MA~aQIQn rn m } k ,~, k r a a` a ~ ~ $ i? ,~ - z3 ,~ 3 ~ h 8 H ~ N m ~ $ ~~ @ $ ~ NQ Z ~ s 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 al 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 g y l I ~ ' ~ ~ q $~~ ~ I I ~ ~ I I ~ s I A I _~,~ ~~ I I I I~ I z ~~ R - I I ~ o' ~ ~ I g I~ I ~ 3`" x ao I I I ~ m l a I ~ 'ate ~ rogue I I j ~ $ ~~ ~ m 3~ ~ ~ I I I ~ I I ~ o I I j I I ~ ~ I I I I I I I I I I I I i I f I I I I I I I I I I I I I I I I I v I I I I I I I I I I I I I I I I I I c~ I I ~~ I I ~~ I I I R~ I I I I i ~~ I I ~4 I I I s I I °s \ I I,1o I I 1 I I I I I I I I I 2~ `~ 0 - 8 4 0 w~N~,~ n ~ A ~ ~ ~ a ~ ~ ~~~ ~ Nm m ~~ C•R ~ 74 I OZ ~ Ob_ QQ~ N ~ ~~~ u a v ~Fi ~~~ $ ~ O " i ~ - ~a d I''~'" '0'N 'H9I3lVN p ~ 3dId „f!Z Ol „5l HOj NOI103S 1331S 031`d0IH8`d33dd SAVMHJIH 30 NOISIAIO c ~ N0I1D3S ON3 3dId l3l~V!!Vd NOIIV1HOdSNVH1 30 '1d30 VNIlOHVO H1NON A ' H03 JNIMVk10 OHVONVIS HSIl9N3 _ d0 31V1S ~ ( a ~ mcm or.+ ~rz ti I I oro zma 0 zn ~om o=o ~°~ 1 ~ o ~ mm r O r „, m m ~ m ° vz ~° r D H ~ ~ Z m m m ~ < A '-' m , v ~ H O O ~ o a ~ H ~ m ~ ~ ~g ~ .~. ~ ,. ~~ ~ ~ ~ m m ° ~9 ~ < ° m fTl ' T ~ m ~ ~ ~ ~~ ~ < ~~ ~ 9 RI ~ ,n •• ~"~ ' Z , 9 m v ~~ y ~O r ~ m ~ m ~ to ~ m o H H a O .~. H Z „ z ~~o ~ m Z ~ ~ s m ma < a m v° m .+ m ~ v m 2 m ~ N m ~ _ _ _ mo W m V A N ~ a o m-~ _ - ~ _ _ om m C -~ ~ w~ r o_ o w _ a m - " r " m n v _ ~ mm v nm m i2 o r D mT r .+ N N = z ~ m <~ rn o m ~ ~ ~m x.. - - v n °.~. yo z rop a -~ x m z w D x mm ~ ... ~ n . . z - i o '~ y ~ ~ ~ t n ;~ r zo p z z z ~ m ~ v N mn • a 1 y g x W m ENGLISH STANDARD DRAWING FOR STATE OF c ; PARALLEL PIPE END SE CTION NORTH CAROLINA ~ g PREFABRICATED STEEL SECTION FOR 1 5" TO 24" PIPE D 0 GR N DIVIS ION H HWA YS A ' RALEIGH, N.C. P ,~ 1/A~FOW MS9 /'Y YAM1eMNnNC~WRtMe/s~C. W '0'N 'HJI3lVH p ; 3dId „0£ O1 „84 H03 NOI133S 1331S 031`d3IH8Vd3Fld SAVMH9IH j0 NOISIAIO c ~ NOI103S ON3 3dId SSOa~ NOIlV1HOdSNVHl 30 '1d30 VNIlOHVO H1HON ~ ' e0d JNIMVHO OHVONb1S HSIlJN3 d0 31V1S m C m c~ r .+ rn -~ r z o_ro m ~om °2p _ ~ ~ o~gi H ~y m m m ~'' ~ o r < ~ m ~ I~ fr ~.{~, ~ IA D ~ D z p ~L f ~' ° p 1 -~ m m ~ ~ n ~ ~ ~ ~ m , 4 ~ ~ ~ m ~~ a m '~ v a b N Ey ~ m '1 ~ ~ ~ K ~ r m m 9 ~L m , ~, ~ o m Z .r ~ v ,~ , ~ ~ o ~m ~ ~ m ~i D n ~ ~ r- -i S Cn H m m Q H ~ Z ~ ~ H m m r~ rm~ Z 3 Z ru rTm p f ° ~ m m ~ < ~ m ., H H i~ m n = m ~ A < o A m_ ° m ° r-~ - - m xy rn ~ m o m -i - ' ~ ao ~. N ~ o m .i ~ ,- r y w~ o m.~. m 0o m m m - - ~ m m C m _ C~ S 41 N N m 2 ~ +' r H - -~ vi m < ~ o ~ o ~ ~ y A Z '+ - O ~o o~ -~ m g= ~ Z y m m to S D n C W ~ W x O o° .'~. a z z z w z~ io z z i y • r o N 1 m ~v o m~ -1 ~ ~ ~ F g 6 A 1 m ENGLISH STANDARD DRAWING FOR STATE OF ~ ~ N ~ o ; CROSS PIPE -END SECTION NORTH CAROLINA S ~+ ~ ~ ~ ~ PREFABRICATED STEEL SECTION FOR 18" TO 30" PIPE DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS ~ ~ ; ~ ~ RALEIGH, N.C. A ~ ~" ° ~~ m Z n ~~~ 34 O r ~~~ m Q, ~ _y m ~ ~~4 $ O O ~ Z N ~ m ~' ~~ ..~ VA~EP I~6® /Y YARSpIVMNLP~lIy's/A"C.WJ~WCY~OIWIagn ~ ~ v v~ H ~ m m ~ r ~ c ~ ~~s A ~ ~ o m Z 1~' ~ ~ n ,~ ~ R ~ ~ 't -a ~ v m ~ ~ m n v ~ 2. 4 ~ 4 $ m m Z n c~ 0 om N ~ n ~ ~~ ~ o -• =~ ,d, OOH13W ~ NOI1dllV1SNI 3dId ~0 OOH13W ' H03 ~JNIM`dH0 OHVONd1S HSIl9N3 'D'N 'H9I3lVH SAVMN9IH j0 NOISIAIO NOIIV1HOdSNtlN1 d0 '1d30 dNIIOHVJ H1HON 30 31V1S ~a ~ ~` In I r I 4 • ~ • y ~ ~ Z ~ O III 21 .1 ~ ~_ Z Mgr yy Qifi Ilf iA 9 z O ~~. ~A ~ ~ r m r 9 ssy ~ i~ ~ ~ T .~ -i $ _ +~ O y y yy~bbb ~~ m o ~ Z F o F . , -~ y E~ a $ ~ ~ $ -D-1 . C O 19 ~.:~. ~i .~. ~ ob ~~~ ~ I o lu D I .~. In ': ~r ~~ ~~ Y ~ ~o pl o z - i ~~ ~a ~~ ~ ~ I _ ~~ ~F ~ $ ~_ 1 ~N 11 $ ~ ~ ~ ~ 4f ~ ~ ~ I m l I~_ JII W ~ m m ~ Ij -. _ =111 _ 7 ~ 10 m 90 IN ~nI , : . FI ~ III :~~: 0 IN D~ 10 ~':: r m~ I B:°: I III O O Ip -~~ ~ ,~ i H TO °o III ''~ $ ; 9 ... m ~~ Fm a~~ ~~ 6~ ~5=..~ ~ m » _ CC Ya F /~ ~ ~~ ~~ ~ ~ C z 1 u _ Z A ~ _ ~~' = i .: J 11;112 N= ;11=1 S ~ r ~~° F m _ 1 ~ ~ $ ~ ~ ~o ~ ~0 " 5 §o~~~~~ o~~~ rv ~_ = I~ ~ ~_ o' ~m ~m >~ $ g ~_ I ~ ~ 4 $ I C q ~ ~~ ~ C ~ ~ A C ~`' '~I NI - +°m Qiyy b a 6~ rLj yaE °m p ~ m~ » ~' S b~ m -i 11 ~ _ II L4 _ _~ I D = lu; 11 I =1 - -1 omF ~ ~ 4 Rm ~ m Ix f m lil ~~ m .'~tia ^ 4~ $ ~~Fi ~ r ~ 1 .. ~ r Ip o $ IN I $ ~ Q . . r Q ~ S~ ~ ~ ~~ Y° m Ip t' I ~ III o lli ~ ~ o ~ y »~ 3~ ~ M ~ ~ m F , , hl v ~ li T~ 5 4~ ~ Q ~b ~s~ ~ T ~1 ~ r z 333 III O ~ O 111 C _ m~ $~ $~° K ~ O II . ° D II ~: ~F ~ y~ ~ ~ 111 IIIiI N = II ` H :11= I: N'_ =N=_ Z <~i NI ( ~ I ~n lil S n I yi II m~ i~ ~,,~ m ENGLISH STANDARD DRAWING FOR STATE OF O O :, _ METHOD OF PIPE INSTALLATION NORTH CAROLINA DEPT. OF TRANSPORTATION ~ ~ METHOD 'A' DIVISION OF HIGHWAYS 1 ~ RALEIGH, N.C. r :~ A y '0'N `HDI3ltlH p , 3dId „ZL (1HH1 „Zl SAVMH9IH d0 NOISIAIO :, ~ ,d, 3dAl 131NI dOkld 031V!!9 313!l~NO~ NOIIV1HOdSNb'dl d0 '1d30 tMIlOHVO H1HON V "' HOd 9NIMVHO OHVONb'1S HSIlDN3 d0 31V1S ~' H o ~ r ~ X r . D z19• i 6' --- o Z ~ '~ b I -_--_ m - I m ~ ~ ~ 1-----~ r Z ~~~ ~ z 1 I X $ r•~ I ,~_~• X --- •°-7 ~ L ----- L m ~ i o 72' ~ X 0 O„ M = -{I i ~' ti 0 --- N v =-- m o I ~'Zw~ I t7 ~, x - ~ I r ;m r Q C9 C ~ ~ t D T - Z m~ ~ m o ~ ~ ' ~ m ti , N ; . / ~ r O ~ ~ / p ', 1 • ~ m ~ ~ 2 S m ~ ~T ~ e^ ., w~ ~ ~ T g~ ~ b~ ~ N~ 4a ~ € ~ o: a '~" m~,:o ~ = rR£ ~ ~ o~~F mm€m ~o~~ o~ H~'owm~~F mo $ ~~a mss ~ ~~o~o~ ~~~~~ ~_~ ~~ ~ ~ g ~ s~ <~ ~~ ~ -~ m ~~ ~ r~.. _1 m ~ ~ R g g ° ~"_ -. ~ F R ~ x f a ,. s ~ ~ § g s~ ~ . ODm ENGLISH STANDARD DRAWING FOR STATE OF c ; CONCRETE GRATED DROP INLET TYPE 'A' NORTH CAROLINA i ~ 12" THRU 72" PIPE DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS v "' RALEIGH, N. C. F ~ ~' 'D'N 'H9I3lVH O N 3dId „ZL f1HH1 „Zl SAVMH9IH d0 NOISIAIO :~ ~ ,d, 3dA1 131NI d0!!d 031Va9 313!lON00 NOI1b1HOdSNVHl d0 '1d30 V N dNIlOHVO H1HON HOd ~JNIMb'F!O OklVONb'1S HSIlJN3 _ d0 31V1S Nm B . m N g 0 ~ O _ q _ N O m 0 N V q ~~ o _"' W ^o xs,~ o v m g q ~ m u m iu o o ~ u m '' o ! V V 0 N W O v O O v q ~ m ~ O' o • O u P ~' u g N ' o a N •` 0 • N • 0 • N • 0 ~,, ~~ ! ~ Al _ o iv o u m iv m o is 0 ~ 0 m ~ pc ~ W I l l o ~ 1" ~ O + N O - I I I Z O q M ~ + O m _ v O I I l ~~mm .. u T ~ Z O ~ I I I I I O °~~~ m ~ v ; ~ ; m l I I I I °°r , , _ ~ ~ ~ m v a q ^' I I I I I ~ o '~ ~ ~ ~ ~ o ~' :; ~ I I I I I ~i ~ m " s ° ° V ~ " ~, :, I I I ~ F .. .. .. 0 0 0 0 0 0 0 0 0 m O 0 l.~ 0 O q 41 V A q O q N ~ N V N ~ N = gypy y ~~ ! q 0 O p 0 .. l ~ Lf q 4~ ~ !.i N 0 O 0 1 m + 0 O 'D O N O ~ 2 T n q O O O ~ O O ~ V 0 0 0 0 0 ,~ ~ 9 E y -=i a O s o ~ ° ~ ~ ~ qqV m O ~ V q O g fJ J 0 O V m -1 0 ° 0 ~ ~ 0 m 0 b 0 N W 0 S + O+ N 0 H 0 m 0 ~, ~ ~ O mg O = O o q O o U o ° o ~ o e o o m o P o ~ o a~$~ ~ q o y ~ m ~ m ~ r ~ n a m _ ~ ~ H Z C ~py rT $ pm 9 o ti /J~ ~~ e_ D V '~ e• m n~ ' M ~ '~ ~ m z m ~ $~c C y ,._2. 99 C l') n A pp o 0 ooy 2 m m O ~ O ~a m ~ ~y q w ~ ~ ~ ~ i oo.= • + C N m Ooq~ N~°~ H n of m ~ ~~m. ~ ~ ~~ o ~ o m, ~ ~ N = OOm ENGLISH STANDARD DRAWING FOR STATE OF oA N CONCRETE GRATED DROP INLET TYPE 'A' NORTH CAROLINA _. $ 12" THRU 72" PIPE DEPT. OF TRANSPORTATION V N DIVISION OF HIGHWAYS RALEIGH, N.C. b :~ ~ m 'O'N 'H9I3lV A ~ SAVMH9IH 30 NOI: O ~ NOIlVlaOdSNVal ~0 ro ~ S31Vd9 9VS lOIS ~ 30IM ONV S3NNH3 vNnoavo Hlac N ' aO3 9NIMVaO Oa`dONt/1S HSIl9N3 _ dO 31V1S ~ ~ ~_ ~ j .~ ~„ m ~ W~ ~~ m cn ~, m ~° ~ ~ ~~~ m e ~, ~ b a ~ ~ ~, D H z ° , ~" _ __ z YC _ YC ____J ~~4" 2'-z~ m ~ D ~= m ~ ~" m V1 ~? ~ - o 11~" f/1 _ -~-1 ~' ,~_ C's s M N ~~ X I ,Zn x I 2rr ~ ~.I ~ x x 1~„ ~' 'r1 CA 2 7~o m~-1-i ~ m ~~.. O Z m ~~ _~ 7] A ~ O m N T D -i m m A -+ M O Z "~ m U1 m n H Z ~ 2~~ tom" ~ I I ,, r ~~ 3~id" 37 ^ 3~~„ 31~ " ~I~ ~N L~~ 2" I '~ ~ 4" 2'-0" 4 2'-8" OD m ENGLISH STANDARD DRAWING FOR STATE OF c ; FRAMES AND WIDE SLOT SAG GRATES NORTH CAROLIN DEPT. OF TRANSPOR- N ~ DIVISION OF HIGH N ' RALEIGH, N.C /'' :~ '0'N 'H9I3lVH ~' ~ ~ ~ 313HONOO H0 NOIH9 SAb'MH9IH d0 NOISIAIO N ~ S3WVH~ a0d 39Ha0HONV NOI1tl1HOdSNtlkf1 d0 '1d30 t/NIIOHtlD FLLHON ~ J H03 JNIMtlHO OHtlONtl1S HSIlJN3 d0 31tl1S ~' z o p ~ - 4n ~Om Pi D N ~ C7 x O ~ ~ O ° W Z me ~ n Z n f/1 O ~ ~ "< m c> ~ C7 in v =~ oo -i-1 D ~ _9 ~m ~ ~ D v p Z ~ m c Do ~ ~~ ~ v ~ m ~~ n m ~ 9 ~ ~ D m m .~a Z D D° m H aT = C7 m o r 'T1 p ~ ~. mZ O N 7o x D m A ~ ° -- o ~ ~ _ ym ~ m z NBrr ~~ ~ D Z o ' r" -~ x ~ G7 C 1 ~p a vD ~ ~ v C7 m r ~ _ O O -~~ ~ ~ r cn .+ rZ~ .n H G7 ~ zm D 3 C 'T1 Ri -1 ~1 o m7 oy oW 7o z O ~ mzv z~ r0 m7oa o~ n ~~ < 3 70 n-' D D N~ nn ~ ~ ~ a ~ C D -- i i - -1 m m o , ~ D ~ -~'° ~~ o 0 ' o v n r0 H ~o cam Z ~ ~ ~ ,, = O ~ D Y y . . { ~ x ~ nZ- 1 Z -i D ~-+ D r ozr zvD o ~ N O Z ~~ F a ao m ENGLISH STANDARD DRAWING FOR STATE OF ~ ~ ~ _ ~ c ; ANCHORAGE FOR FRAMES NORTH CAROLINA F " ~ N ~ BRICK OR CONCRETE DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS ~ ~ ~ ~ ~ - RALEIGH, N.C. A o ~ y ~~v 7S xl _ r ~ ~ T ~ ~~4 X ~ $ ~o om „a N a n r 1 ~~ ~ 'D'N 'H9I3lVH Ja ~ SAtlMH9IH d0 NOISIAIO ~ ' NOIlV1HOdSNVHl ~0 '1d3O N ~ S31Vtl9 lbl~ lOIS MOHddN ONV S31Nt/H~ b'NIIOHV'J H1HON ~ ' HOj 9NIMVHO OHVONb'1S HSIl9N3 _ dO 31V1S ~ ~ ~ ~ N m m NON m ~ N m ~ N m i ,~ ~ ~ -i _ _ X ~ X ~ ~ 1~„ ~ N x - K A _ ~ ~ ham -- ~ TCp2 m ~ ~ m ~ T o ~ L Tom m ~ ~ -, ~ m ~ _ A N O n z~ H v o. o Z '-' D 2'-0" o W 7o A ,~ ~ 2, _ 8., DO G) mN , '-C G ~ ~ ~ D~ m Uf m n N O Z X X v G7 D.i m 2'-2 1/q" m r < ~ ~, ~---' 9~---1 ~ I I r~ 0 ~ ' ®~ Z _ -< N N ~N m -. - n L__ ~ ' 9 ~ M O ~ n Z Z ~' X X ~ 1~~, 07 m ENGLISH STANDARD DRAWING FOR STATE OF c ; FRAMES AND NARROW SLOT FLAT GRATES NORTH CAROLINA DEPT. OF TRANSPORTATION n1~ DIVISION OF HIGHWAYS ~ ' RALEIGH, N.C. 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