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HomeMy WebLinkAbout20120285 Ver 1_Merger Process Documentation_20080205�J Turnpike Authority Gaston East-West Connector GasWn and Mecklenburg Counties STIP No. U-3321 Mexgex Pxoceee Concvrxence Poi�rt 2a - PxopoeeA Appxoacli Handwt 1—Pebruaxy 5, 2008 ihenext step intM mngn process FortheGazmn EazbWest Co`viecmrprojectis Conc�vxenre Polrit2a (CP2a)-6nd�ng andAlig�muit Aev3ew. AtCP2a,'tM profect team w3ll 3dentify bndgeloations and lmgtlss,aM drte�mvie wtuchnatwalresrnvices rrarit additional avmdancemeasurzs. iM teazn will review tM preliminary desig�s maidewfy any ctanges tlutmay be neededbefore finalizationoF tM preliminary en�neeruig aM completion oFMeenv3ro`unmtal docummt. Add3tirnally, Me rieed For cryerisve seuctmal3reens surhas wildlile vosvvgs,laageretavung walls, spe�al pedestnanacrmrvnodations, ek... w3ll be rrnivdered attlGS timeP (nxa�n.�.�wn�doemg/d°Nare�seue�;�emrteaceamil. Due m�he lazge sueoF tM projec4 NCIA would like mpropose a mettwdology m Foms onthemajorstreaznQOSSirigsmbediscussedattheCP2ameeting. ihepurposeoFtlus 1mn is m descnbe tM proposed approach and mrequest your commmt andinput before fssaliz3ngtheagsaachaM proceedssig w3thpreparations ForMe Q2a meetvig. ihe swdiesthat providethe data rieeded Forthe CP2a meetvig havebeen cmnplrted. Namely�tliese3ndudeMeF alPrelinvraryHydraulicTeduucalMemmandum,Me pretinvwyen�neeruigde5g�s,andtlieF alNamvalAesourresTedvucalAeport (w3tli ssnpart �1culations) (Ihe drakMtTAwas rev3ewedby NCIA and NmQI and tMir commmts have been iricorparated inm the version oF tM MtiA m be used For CP2a,buttrusvervonhasnayrtbeenFmmallyapprovedas5rW). 6asedon �he hydraulicanalyvs,Mere aze a mtaloF l29 Qossssigs havssig a omneMed seuctwe equal m orlazgerthana 92-3nrh Jnpe (mafor vossvigs) (see attachedoverv3ewmap6mnMeF alPrelinvraryHydraulicTedvucalMemmand�vn. PortruslazgewmberoFinaforvossvigspresentontheCnsron2aztWestCoruiecmya eeriirig approachis proposedm idmtify tliose most ssnportant for tM Mngnieamm �s�ss. The approach is described below. • Bridge Locations. There are 20 crossings having a bridge as the recommended preliminary crossing structure based on hydraulic considerations. Triple-Box Culverts. There are 6 crossings having a triple-box culvert as the recommended preliminary crossing structure based on hydraulic considerations. A cost comparison of these culverts versus bridges will be prepared for the meeting. Hi¢h Quality Wetland Crossin�s. Of the 26 high quality wetlands identified within the detailed study corridors, 12 are crossed by the preliminary engineering designs. Of these twelve, six are not at a recommended bridge or triple-box culvert location (crossings already identified in the bullets above), and will be added to the list of crossings to be discussed. 303d Listed Stream Crossin¢s. Each crossing of a 303d listed stream that has a major hydraulic structure recommended will be discussed. Within the project study area, three water resources: Abemethy Creek, Catawba Creek, and Crowders Creek, are designated as biologically impaired water bodies regulated under the Fina12006 provisions of the Clean Water Act (CWA) 303(d). (NCDENR 2006b). Abemethy Creek is not crossed by the proposed preliminary engineering designs. Crossings of Catawba Creek and Crowders Creek are recommended to be bridges, so they have already been included in the list of crossings to discuss at the CP2a meeting. • Major Non-Bridge Crossin�s. Each major non-bridge crossing not already included from the bullets above will be reviewed by the projecYs engineering team to identify those where a bridge may be more cost-effective than the culvert or pipe recommended for hydraulic purposes. The engineering team will use engineering judgment and review factors such as the height of fill at the crossing, the existing topography, potential length of a bridge, and the length of stream impact to identify locations where a cost comparison should be conducted. The cost comparisons will be completed and presented at the CP2a meeting. At this time, it is not known how many crossings will be identified for a cost comparison. Based on the approach described above, it is estimated there will be a minimum of approximately 32 major crossings to be presented and discussed at the CP2a meeting; plus the structure locations where a cost comparison was prepared and a bridge was calculated to be more cost effective than the non-bridge structure. Major crossings not discussed at the meeting will retain the preliminary major structure recommended in the Final Preliminary Hydraulic Technical Memorandum for purposes of reporting in the Draft Environmental Impact Statement. Please note there will be another opportunity for review of stream/wetland crossings at the CP4a meeting that will be held for the Preferred Altemative. Prior to the CP2a meeting, tables and maps showing all the major crossings, wetlands, and streams in relation to the preliminary engineering designs will be provided. Also, members of the Merger Team can request specific additional crossings to be added to the discussion agenda. Please respond as soon as possible with your input regarding the approach described above. For your reference, the NRTR (without impact calculations), the Final Preliminary Hydraulic Technical Memorandum, and the NRTR Field Visit Summary are all posted on the NCTA TEAC website.