Loading...
HomeMy WebLinkAboutCC RES 05-25 RESOLUTION NO. 05-25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN, CALIFORNIA, FINDING THE MITIGATED NEGATIVE DECLARATION AS ADEQUATE TO APPROVE TENTATIVE TRACT 16782 AND DESIGN REVIEW 04-024 AS REQUIRED BY THE CALIFORNIA ENVIRONMENTAL QUALITY ACT The City Council of the City of Tustin does hereby resolve as follows: I. The City Council finds and determines as follows: A. That Tentative Tract 16782 and Design Review 04-024 is considered a "Project" pursuant to the terms of the California Environmental Quality Act; B. An Initial Study and Negative Declaration has been prepared for this Project and is advertised as available for public review between January 18 and February 7, 2005. The Initial Study/Negative Declaration evaluated the construction of 25 single-family dwelling units and incorporated, by reference, the environmental analysis included in Environmental Impact Report EIR 85-2 for the East Tustin Specific Plan (ETSP) (certified on March 17, 1986) and subsequently amended by Addendum 7. C. That the negative declaration was prepared in conformance with Section 15168(c)(1) of the California Environmental Quality Act (CEQA) to analyze the project with consideration of changes to the ETSP area that were not originally examined in the ETSP program Environmental Impact Report (EIR 85-2). D. That as permitted by Section 15153(c) of CEQA, EIR 85-2 was used as a reference document with the Initial Study and assisted in determining that the project would not result in significant impacts. E. Prior to approving of the Project, the City Council evaluated the proposed Negative Declaration and determined that with incorporation of the mitigation measures, the project would not have a significant effect on the environment. F. That the negative declaration was advertised for public review for 20 days in compliance with Section 15105 of CEOA. G. That at a regularly scheduled meeting on January 24, 2005, the Planning Commission recommended that the City Council approve the Mitigated Negative Declaration for the purpose of approving Tentative Tract 16782 Resolution No. 05-25 Page 1 of 62 and Design Review 04-024. H. The City Council of the City of Tustin has considered evidence presented by the Community Development Director and other interested parties with respect to the subject draft Initial Study/Negative Declaration at the February 7,2005, meeting. II. A Draft Mitigated Negative Declaration, attached hereto as Exhibit A, has been completed in compliance with CEQA and State guidelines. The City Council has received and considered the information contained in the Negative Declaration prior to recommending approval of the proposed Project and finds that it adequately discusses the environmental effects of the proposed project. On the basis of the initial study and comments received during the public hearing process, the City Council finds that although the proposed project could have impacts, there will not be a significant effect because mitigation measures identified in the Negative Declaration and applicable mitigation measures of ETSP EIR 85-2 have been incorporated into the project as conditions of approval which mitigate any potential significant effects to a point where clearly no significant effect would occur. In addition, the City Council finds that the project involves no potential for any adverse effect, either individually or cumulatively, on wildlife resources as defined in Section 711.2 of the Fish and Game Code. The City Council hereby adopts the Mitigated Negative Declaration for the purpose of approving Tentative Tract 16782 and Design Review 04-024. PASSED AND ADOPTED at a regular meeting of the Tustin City Council, held on the 7th day of February, 2005. '--I;!/~ LOU BONE Mayor ~f~ City Clerk Resolution No. 05-25 Page 2 of 62 STATE OF CALIFORNIA) COUNTY OF ORANGE) CITY OF TUSTIN ) SS I, Pamela Stoker, City Clerk and ex-officio Clerk of the City Council of the City of Tustin, California, do hereby certify that the whole number of the members of the City Council of the City of Tustin is five; that the above and foregoing Resolution No. 05-25 was duly passed and adopted at a regular meeting of the Tustin City Council, held on the 7th day of February, 2005, by the following vote: COUNCILMEMBER AYES: BONE DAVERT AMANTE KAWASHTMA COUNCILMEMBER NOES: NONE COUNCILMEMBER ABSTAINED: HAGEN COUNCILMEMBER ABSENT: NONE (4) (0) 0) (0) ~r PAMELA STOKER City Clerk Resolution No. 05-25 Page 3 of 62 COMMUNITY DEVELOPMENT DEPARTMENT 300 Centennial Way, Tustin, CA 92780 (714) 573-3100 INITIAL STUDY A. BACKGROUND Project Title: Tentative Tract 16782 and Design Review 04-024 Lead Agency: City ofTustin 300 Centennial Way Tustin, California 92780 Lead Agency Contact Person: Chad Ortlieb Phone: (714) 573-3127 Project Location: 2575 Rawlings Way Project Sponsor's Name: LeMar South Coast Project Sponsor's Address: 25 Enterprise, Ste. 250 Aliso Viejo, CA 92656 General Plan Designation: Plarmed Community Residential Zoning Designation: East Tustin Specific Plan, Medium Density Residential Project Description: Subdivision of 6.5 acres currently known as Lots 7, S, T, and KKK of Tract No. 12780 and a 1.59 acre portion of Lot S of Tract No.l5563. The new tract proposes Lots 1-25 for detached two-story single family dwellings, Lot A for a private street, Lots B, C, S, T, and KKK for tract landscaping, Lot D for a fue fuel modification zone, and Lot E for Tustin Ranch Road right-of-way. Surrounding Uses: North: Elementary School South: Tustin Ranch Road East: Open Space Lot S of Tract No 15563 West: Medium density single family dwellings Other public agencies whose approval is required: ~ 0 0 0 Orange County Fire Authority Orange County Health Care Agency South Coast Air Quality Management District Other 0 0 0 City of Irvine City of Santa Ana Orange County EMA Resolution No. 05-25 Page 4 of 62 B. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The environmental factors checked below would be potentially affected by tills project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist in Section D below. 0 Aesthetics 0 Air Quality 0 Cultural Resources D Hazards & Hazardous Materials 0 Land Use/Plarming D Noise D Public Services 0 Transportation/Traffic 0 Mandatory Findings of Significance 0 Agriculture Resources 0 Biological Resources 0 Geology/Soils 0 HydrologylWater Quality 0 Mineral Resources 0 PopulationIHousing 0 Recreation D Utilities/Service Systems C. DETERMINATION: On the basis of this initial evaluation: D I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. [8] I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. D I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 0 I find that although the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated impact" on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described in the attached sheets. An ENVIRONMENTAL IMP ACT REPORT is required, but it must analyze only the effects that remain to be addressed. D I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR OR NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR OR NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, and no further documentation is required. Preparer: Chad Ortlieb :5¿~:b! ~~* Elizabeth A. Binsack, Community Development Director Title Associate Plarmer Date January 18.2005 Resolution No. 05-25 Page 5 of 62 D. EVALUATION OF ENVIRONMENTAL IMPACTS Directions I) A brief explanation is required for all answers except "No Impact" answers that are adequately supported by the information sources a lead agency cites in the parentheses following each question. A "No Impact" answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved (e.g., the project falls outside a fault rupture zone). A "No Impact"answer should be explained where it is based on project-specific factors and general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). 2) All answers must take into account the whole action involved, including off-site, on-site, cumulative project level, indirect, direct, construction, and operational impacts. 3) Once the lead agency has determined that a particular physical impact may occur, then the checklist answers must indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect may be significant. If there are one or more "Potentially Significant Impact" entries when the determination is made, and EIR is ~~ . 4) "Negative Declaration: Less Than Significant With Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less than Significant Impact." The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect to a less than significant level (mitigation measures from Seetion XVII. "Earlier Analyses," may be cress- referenced). 5) Earlier analyses may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has been adequately analyzed in an earlier ErR or negative declaration. Section 15063 (c) (3)(0). In this case, a brief discussion should identifY the following; a) Earlier Analysis Used. IdentifY and state where they are available for review. b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c) Mitigation Measures. For effects that are "Less than Significant with Mitigation Measures Incorporated," describe the mitigation measures which were incorporated or refmed from the earlier document and the extent to which they address site-specific conditions for the project. 6) Lead agencies are encouraged to incorporate into the checklist references to infonnation sources for potential i:l1pacts (e.g., general plans, zoning ordinances). Reference to a previously prepared or outside document should, "here appropriate, include a reference to the page or pages where the statement is substantiated. 7) Supporting Infonnation Sources: A source list should be attached, and other sources used or individuals contacted should be cited in the discussion. 8) T!l;S is on]y a suggested form, and lead agencies are free to use different formats; however, lead agencies normally address the questions from this checklist that are relevant to a project's environmental effects in whatever fonnat is selected. 9) 1 he explanation of each issue should identifY: a) the significance criteria or threshold, if any, used to evaluate each question; and, b) the mitigation measure identified, if any, to reduce the impact to less than significance. Resolution No. 05-25 Page 6 of 62 EVALUATION OF ENVIRONMENTAL IMPACTS less Than Signijìc'lnt Potentially With Les.r Than Signifk:ant Mitigation Significant -I. AESTHETICS - Would the project: Impact Incarporation Impact No Impact a) Have a substantial adverse effect on a scenic vista? 0 0 0 ~ b) Substantially damage scenic resources, including. but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? 0 0 0 ~ c) Substantially degrade the existing visual character or quality of the site and its surroundings? 0 0 ~ 0 d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? 0 0 0 ~ II. AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are significant environmental effects. lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of Conservation as an optional model to use in assessing impacts on agriculture and farmland. Would the project: a) Convert Prime Farmland, Unique Farmland, or FarmJand of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non- - agricultural use? 0 0 0 ~ b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? 0 0 0 ~ c) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Fannland, to non-agricultural use? 0 0 0 ~ Ill. AIR OUALITY: Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project: . a) Conflict with or obsttuct implementation of the applicable air quality plan? 0 0 0 ~ b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? 0 0 0 ~ c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non- attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? 0 0 ~ 0 -- d) Expose sensitive receptors to substantial pollutant concentrations? 0 0 ~ 0 e) Create objectionable odors affecting a substantial number of people? 0 0 Resolu¡Q, No. 05-25 ~ Pelle 7 eflì2 IV. BIOLOC tCAL RESOURCES: - Would the project: a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate. sensitive. or special status species in local or regional plans. policies. or regulations, or by the California Department ofFish and Game or U.S. Fish and Wildlife Service? b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional p :'::1S, policies, regulations or by the California' Department 0 f Fish and Game or U.S. Fish and Wildlife Service? c) Have 1 substantial adverse effect on federally protected wetlands os defined by Section 404 ofthe Clean Water Act (including. but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? d) Interl.re substantially with the movement of any native resident o. ;¡¡:gratory fish or wildlife species or with establish,.! native resident or migratory wildlife corridor¡¡, or impede tI1e us. afnative wildlife nur¡¡ery sites? e) Cone 'ct with any local policies or ordinances protecting biologic" ,-.sources, such as a tree preservation policy or ordinance' f) ConCct with the provisions of an adoptOd Habitat Conservation Plan, Natural Community Conservation Plan, or other apr .,cd local, regional, or state habitat conservation plan? V. CUI TUHA L RESOURCES: - Would the project: a) Cau' , " substantial adverse change in the significance of a histone.., resource as defined in § 15064.5? b) Cause a stlbstantial adverse change in the significance of an archae :"gicol resource pursuant to § 15064.5? c) Dire' .1r indirectly destroy a unique paleontological resource. r site or unique geologic feature? d) Db"b ar.y human remains, including those interred outside lormal cemeteries? VI. GLC .,OGY AND SOILS: - Would the project: a) E\p ,people or structures to potential substantial adverse ;-ts, including the risk oflass, injury, or death involvin. Resolution No. 05-25 Page 8 of 62 Potentially Significant Impact LeS$ Than Significant With Mitigation Incorporation No Impact Less Than Significanl Impact 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 0 0 0 181 Less Thon Significant Potentially With Less Than Significant Mitigation Significant -- i) Rupture ora known earthquake fault, as delineated on the {mpact {ncorporation (mpact No {mpacr most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. 0 0 0 I8J ii) Strong seismic ground shaking? 0 0 I8J 0 iii) Seismic-related ground failure, including liquefaction? 0 0 I8J 0 iv) Landslides? 0 0 I8J 0 b) Result in substantial soil erosion or the loss of topsoil? 0 0 I8J 0 c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? 0 0 I8J 0 d) Be located on expansive soil, as defined in Table 18-I-B of the Uruform Building Code (1994), creating substantial risks to life or property? 0 0 181 0 e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disp<>sal systems where - sewers are not available for the disposal of waste water? 0 0 0 181 VII. HAZARDS AND HAZARDOUS MATERIALS: Would the project: a) Create a significant hazard to the public or the environment through the routine transpon, use, or Wsp<>sal of hazardous materials? 0 0 0 181 b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? 0 0 0 181 c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or prop<>sed school? 0 0 0 181 d) Be located on a site wlrich is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? 0 0 0 181 e) For a project located within an aÌlport land use plan or, where sucb a plan has not been adopted, within two miles of a - public airport or public USe aÌlport, would the project result in a safety hazard for people residing or working in the project area? 0 0 0 181 f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing Resolution No. 05-25 or working in the project area? 0 0 ê;lae 9 of 62 181 Less Than Significant Pot~nlially Wilh Less Than Significant Miligation Significant g) 1mr " in1plemenlation of or physicaUy interfere with an Impact Incorporation Impact No Impact adopted ,"'gèney response plan or emergency evacuation plan? 0 0 0 C8J h) Expo . people or structures to a significant risk of loss, Injury "" 'Jlh involving wildland fU'es, including where wild!. L; Illjacent to urbanized areas or where residences are i¡""ni, ,'.1 with wildlands? 0 0 t8J 0 VIII. BY ,/IWI.OGY AND WATER OUALITY: - Would the proje." a) Vio all>, water quality standards or waste discharge require",' IS? 0 0 t8J 0 b) Subst liaily deplete groundwater supplies or interfere sub""n'Ü, wi,h grounllwater recharge such that there would beal eta ,',,' aqui fer volume or a lowering of the local groUi,lw lli, Ie level (e.g., the production rate of pre- existieg', wells would drop to a level which would not suppo", ,!." g land uses or planned uses for whlcil permits have bee ""nted)? 0 0 0 t8J c) Seb: ,"¡"ity alter the existing drainage pattern of the site or arca, i 'J<li ng through the alteration of the course of a stream or vcr, in a manner wilich would result in substantial erosi"n or citation on- or off-site? 0 0 t8J 0 d) 'ubs' alter the existing drainage pattern of the site or are,', i, , illg through the alteration ofthe cou"e ofa slrea" I 0 , c'r substantially increase the rate or amount of surf., cr' ,e, ia a manner which would result in flooding on- orofhiiC 0 0 t8J 0 e) ('Co.' 0:' contribute runoff water which would exceed the cap",.ty , existing or planned storm water drainage systems or pI ,vide, .'.lbsrantial additional sources of polluted runoff? 0 0 t8J 0 t) ,Ither substantially degrade water quality? 0 0 C8J 0 g) 'ac' ",."g within a lOG-year flood hazard area as mar j ;,: "al F iood Hazard Boundary or Flood Inse' 1l ,:0 \lap or other flood hazard delineation map? 0 0 0 t8J h) Pace 'vitb in a IOO-year flood hazard area structures whic .1' ,<I ¡:npede or redirect flood flows? 0 0 0 t8J i) ,xpo "cople or structures to a significant risk ofloss, injurv or C "th involving flooding as a result of the failure ofa leve, or d 0 0 0 ~ j) ,In o"'y seiche, tsunami, or mudflow? 0 0 0 t8J k) I. ,:..y Impact stormwater runoff from construction activi,iè 0 0 t8J 0 Resolution No, 05-25 Page10of62 Less Than Significanf Potenfialty With Less Than Signijicam Mitigation Significant Impact (ncorporation tmpacr No Impact I) Potentially impact storm water nmofffrom post- construction activities? 0 0 ~ 0 m) Result in a potential for discharge of stormwater pollutants 1i'om areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling or storage, delivery areas, loading docks or other outdoor work areas? 0 0 ~ 0 n) Result in a potential for discharge of stormwater to affect the beneficial uses oflbe receiving waters? 0 0 ~ 0 0) Create the potential for significant changes in the flow velocity or volume of stonnwater runoff to cause environmental harm? 0 0 ~ 0 p) Create significant increases in erosion of the project site or surrounding areas? 0 0 ~ 0 IX. LAND USE AND PLANNING - Would Ibe project: a) Physically divide an estahlished community? 0 0 0 ~ _b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? 0 0 0 I8J c) Conflict with any applicable habitat conservation plan OT natural community conservation plan? 0 0 0 ~ X. MINERAL RESOURCES - Would the project: a) Result in the loss of availability of a known mineral resource that would be ofvatue to the region and the residents of the state? 0 0 0 I8J b) Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? 0 0 0 ~ XI. NOISE - Would the project result in: a) Exposure of perSons to or generation of noise levels in excess of standards establ ished in the local general plan or noise ordinance, or applicable standards of other agencies? 0 0 I8J 0 b) Exposure of persons to or generation of excessive groundborne vibration or groundbome noise levels? 0 0 ~ 0 Resolution No. 05-25 Page 11 of 62 Les.' T~n Significant Potentially With Less Than Significant Mitigation Significant c) <"n'lUl permanent increase in ambient noise levels Impact tncorporution Impact No Impact in tll pro" t 'icinity above levels existing withoutthe pro}, ,t? 0 0 ~ 0 d) ,\ sul"'ontiai temporary or periodic increase in ambient nois in tho project vicinity above ievels existing will ""ojeer' 0 0 @ 0 e) Fe , rojecr located within an airport land use plan or, where d. "plan llas not been adopted, within two miles of a pub], 11,or public use airport, would the project expose peorle 'in~ or working in the project area to excessive nois, I", .' 0 0 0 I8J f) "or a mojcc! within the vicinity of a private airstrip, wou' " 'rnjeet expose people residing or working in the proje to excess noise levels? 0 0 0 I8J lli.h " LATION AND HOUSING - Would the project: a) èn", substantial population growth in an area, eitb..r dire,.. ,oJr¡¡ple, by proposing new homes and busi 1e or ind;"cctly (for example, through extension of road '" ,er in:"'Clstructure)? 0 0 ~ 0 b) "'sp'lce ,u[-s;antia! nllmbers of existing housing, nece og the construction of replacement housing elsev 0 0 0 ~ c) Dr , ',' slIb",mti,,1 nllmbers of people, necessitating the cons!r Il ofrcpiacement housing elsewhere? 0 0 0 ~ XIII, L1C SF:RVICES a) '\ Jl.:. the project result in substantial adverse physical impac" ac,ocicted will, the provision of new or physically alter CCI'Il:ll,',"al facilities, need for new or physically alter , ""'i:lwltal facilities, the construction ofwhicb coul. sign rtìcant environmental impacts, in order to maint" ceptab!e service ratios, response times or other perfon objectives for any of the public services: [. "kctio,,', 0 0 0 I8J p, :orotection? 0 0 0 I8J : l' 0 0 0 I8J 0 0 0 ~ ubile facilities? 0 0 0 ~ Resolution No. 05-25 Page 12 of 62 ¿"SO rhan Significant Potenlia/(v With Less Than XIV RECREATION - SignifICant Mitigation SignifICant lmpacl (",,-orporalion lmpaci No lmpacl a) Would the project incroose the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would ocCW' or be accelerated? 0 0 ~ 0 b) Docs the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? 0 0 ~ 0 XV. TRANSPORT A TIONrrRAFFIC - Would the project: a) Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e. result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? 0 ~ 0 0 b) Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways? 0 0 0 ~ c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? 0 0 0 ~ d) Substantially increase hazards due to a design feature (e.g. sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? 0 ~ 0 0 e) Result in inadequate emergency access? 0 0 0 ~ t) Result in inadequate parking capacity? 0 0 0 ~ g) Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? 0 0 0 ~ XVI. UTILITIES AND SERVICE SYSTEMS - Woutd the project: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Contra! Board? 0 0 0 ~ b) Require or result in the construction of new water or wastewater treattnent facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? 0 0 0 181 c) Require or result in the construction of new storm water - drainage facilities oc expansion of existing facilities, the construction of which could cause significant environmental effects? 0 0 0 181 Resolution No. 05-25 Page 13 of 62 Less Than Significant Potenrially With Less Than Significanr Mitigation Significant Impact Incorporation Impact No Impact d) . ,umc iellt water supplies avaijabJe to serve the proj, 'i'e;n existing entitlements and resources, or are new or expa I "ntirlemen!s needed? 0 0 0 t8I e) {, ,,: in a determination by the wasrewater treatment prov: "ieh serves or may serve the projectthat it has adeq ¡¡",city to serve the project's projected demand in addi! tile provider's existing commitments? 0 0 0 t8I f) \Cd by a landfill with sufficient permitted capacity to ac c" "hte the project's solid waste disposal needs? 0 0 0 t8I g) 1 If Iy witll ¡cderal, state, and local statutes and regu: ' , rehted to solid waste? 0 0 0 t8I h) \ I the pruject include a new or retrofitted storm water treat' ':ltro! Best Management Practice (BMP), (e.g. wale treatment basin, constructed treatment wetlands), the 0 1;1 of which could result in significant envir IItal effects (e,g. increased vectors and odors)? 0 0 0 t8I XVI I "DA TORY FINDINGS OF SIGNIFICANCE a) j ite project have the potential to degrade the quality ofth , Ifonment, substantially reduce the habitat of a fish or wild! 'cies. couse a fish or wildlife population to drop bel" c maming levels, threaten to eliminate a plant or ani" 1un ity, reduce the number orrestrict the range of a rill, ",~ngcred piant or animal or eliminate important exan ; the major periods of California history or 0 0 0 t8I preh' i)' b) , "10 project have impacts that are, individually limit I, I oumulativcly considerable? ("Cumulatively cons, ,e" m"¡~s that the incremelltal effects of a project are c , ',nble when viewed in connection with the effects of 1" "cts, Ih,-, elfects of other current projects, and the efL ' ,haole future projects)? 0 0 0 t8I c) ,:-' p",¡cet have ellvironmental effects which will caus :JIltiai :¡dverse effects on human beings, either direl UJ indirectly? 0 0 0 t8I Resolution No. 05-25 Page 14 of 62 ATTACHMENT A EVALUATION OF ENVIRONMENTAL IMPACTS DESIGN REVIEW 03-015 AND TENTATIVE TRACT MAP 16527 1123 WARNER AVENUE BACKGROUND The subject 5.3 acre site is located in an urbanized area of the City within Sector eight (8) of the East Tustin Specific Plan (ETSP). The site is relatively flat and is currently grubbed but undeveloped. The property is located between an elementary school to the north, an open space parcel to the east, Tustin Ranch Road to the south, and medium density single-family dwellings to the west. The open space parcel to the immediate east contains a hillside slope that a portion of the project would utilize as a fire fuel modification zone. The proposed project consists of constructing a tract of twenty-five (25) new two-story, detached, single family dwellings on lots ranging between 3,885 and 6,582 square feet. The square feet of each dwelling unit will be either 2,335 or 2,665 and will contain three (3) or four (4) bedrooms. The tract includes a private street, common area landscape lots, and a fire fuel modification area. A maximum of 436 dwelling units were anticipated to be constructed in Sector 8 of the ETSP. The ETSP EIR 85-2 monitoring program shows that 367 dwelling units exist within Sector 8 and the addition of 25 dwelling units would bring the total dwelling unit count to 392 which, is under the maximum allowed. All mitigation measures identified in ETSP EIR 85-2 are addressed as conditions of approval for the project. 1. AESTHETICS Item c - Less Than Sjemificant Impact: The property is currently a vacant lot devoid of vegetation. The project would have architecturally upgraded elevations on the dwellings that face or are visible from Tustin Ranch Road and Rawlings way. The project currently has a substantial 25 foot landscape setback from the Tustin Ranch Road curb face and a five (5) foot landscape setback between the Rawlings Way right-of-way. A 100 by 100 foot triangle of landscaping exists as a portal intersection at Tustin Ranch Road and Rawlings Way. In between the landscape setback areas and the individual residential lots, a decorative block wall varying in height between six (6) and eight (8) feet will be placed. Because adequate landscaping, tract setback from streets, and decorative architecture will be utilized, there will not be any significant visual impacts to the site. Sources: Submitted Plans Tustin City Code Field Inspection ETSP ETSP EIR 85-2 Mitigation Measures/Monitoring Required: None Resolution No. 05-25 Page 15 of 62 p.':::chi1"l1t A 1 :,67:;: ond 0"04.024 P;lge2ul'14 Items a, b. and d - No Impact: The subject property is not located on a scenic vista and will not disturb any trees, rock outcroppings, or historic buildings located on a State scenic highway. Street lighting and light standards proposed for the exterior elevations of the dwellings will be evaluated during plan check and are subject to the City's design review process to ensure that lighting comply with City standards to prevent off-site glare. Mitigation Measures/Monitoring Required: None Required. Sources: Submitted Plans Tustin City Code Field Inspection ETSP ETSP EIR 85-2 2, AGRICULTURAL RESOURCES Items a, b & c - No Impact: The property is currently a vacant, grubbed parcel not used for a farming or agricultural use, As indicated on a Farmland Mapping and Monitoring Program Map on file with the California Department of Conservation, the parcel is indicated as urban land, Therefore, the new dwelling units will have no impacts on any Prime or Unique Farmland, or Farmland of Slatewide Importance, nor will it conflict with existing zoning for agricultural use, or a Williamson Act contract. The proposed project will not result in conversion of farmland to a non-agricultural use. Mitigation Measures/Monitoring Required: None Required Sources: Tustin General Plan Field Inspection Submitted Plans Tustin City Code ETSP ETSP EIR 85-2 3. ¡-iF< QUALITY I:ems c and d - Less Than SiQnificant Impact: The project will temporarily increase the amount of short-term emissions to the area due to grading of the property and construction activities. The project is below the thresholds of significance established by Tables 6-2 and 6-3 of the Air Quality Management District's CEQA Air Quality Handbook. The Air Quality Management R IDtistr~t'sRf-¥5QA Air Quality Handbook is intended to provide professional guidance p:~~~o~rtÆå yžlng and mitigating air quality impacts of projects whEm preparing Attachment A ITI6782 and DR 04-024 Page 3 of 14 environmental documents. As identified in the handbook, the construction of up 166 single family dwellings and/or up to 1,309,000 of housing floor area is not considered a significant impact. Construction of 25 dwelling units with a total building area of 63,075 square feet on 6.5 acres of land is less than the threshold of significance in the handbook; therefore, no impact is anticipated. Less than significant short-term emissions associated with grading, construction, and operation of the proposed project will comply with the regulations of the South Coast Air Quality Management District and the City of Tustin Grading Manual, which includes requirements for dust control. As such, the proposed project will not conflict with or obstruct implementation of any applicable air quality plan, result in a cumulatively considerable increase of any criteria pollutant as applicable by Fedèral or ambient air quality standard, nor will it expose sensitive receptors to substantial pollutant concentrations, or create objectionable odor affecting a substantial number at people. Mitigation Measures/Monitoring Required: None Required Sources: South Coast Air Quality Management District Rules & Regulations City of Tustin Grading Manual Project Application Field Inspection ETSP ETSP EIR 85-2 Items a. b. and e - No ImDact: As identified by Tables 6-2 and 6-3 of the Air Quality Management District's CEOA Air Quality Handbook, the project does not violate any air quality standards and is not a substantial contributor to existing or projected air quality violations. Given that the subject property is the last parcel within the East Tustin Specific Plan (ETSP) area to be developed, the project is not a part of a larger future development scheme in the area; therefore, the project will not be a precursor to cumulative impacts. Air quality impacts associated with development of the project area has already been accounted for under ETSP EIR 85.2 which found that .Cumulative increases in pollutant emissions, to which the project contributes, may have a significant impact on regional air quality." However, given the limited feasibility of implementing mitigation measures, the project was approved anyway. Most of the future housing projects in the City are anticipated on Tustin Legacy and cumulative effects of those projects are addressed in the MCAS Tustin EIRÆIS. The short and long term emissions created by construction and resident trip generation would not create detectable odors to any persons of ordinary olfactory senses. Sources: South Coast Air Quality Management District Rules & Regulations Project Application ETSP ETSP EIR 85-2 Resolution No. 05-25 Page 17 of 62 Att3chment A TT 16 782 one! DR 04-024 Page ,lot' I ~ 4. BIOLOGICAL RESOURCES Items a to f - No Impact: The property is currently a vacant site surrounded by roads, a school, and an open ,pace parcel. The property has no trees and has been routinely grubbed to conform to the City's weed/nuisance abatement program. Therefore, the property has not had opportunity to become inhabited by any sensitive or special status species of plants or an imals. Given that this is an urban infil1 project, it is not anticipated that there will l e i'llpacts on animal populations, diversity of species, or migratory patterns. The project will include the planting of new trees and landscape materials, which will be provided in accordance with the Tustin Landscape and Irrigation guidelines. The project area is not identified as a federal, state, or local protected wetland and no ,tanding water or riparian or wetland species are apparent on the property. No i npacts to any unique, rare, or endangered species of plant or animal life identified in [)Gal or regional plans, policies or regulations by the California Department of Fish and Game or U.S, Fish and Wildlife Service will occur as a result of this proposed project. i .1itigation Measures/Moniloring Required: None Required Sources: Field Inspection Submitted Plans Tustin City Code ETSP ETSP EIR 85-2 5. CULTURAL RESOURCES Items b. c. & d - No Impact: No archaeological, paleontological, or human remains are known to exist on the previously graded/grubbed project site. IVlitigation Measures/Monitoring Required: None Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 Resolution No. 05-25 Page 18 of 62 Attachment A TTl6782 and DR 04-024 Page 5 of 14 Item a - No Impact: There are no historical resources on-site. Sources: Tustin Historical Resources Survey Report Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 6. GEOLOGY & SOILS Items a-ii. a-iii. a-iv. b. c & d - Less Than Sianificant Imoact: The proposed buildings are located within an area that may subject people or structures to strong seismic ground shaking and seismic-related ground failure including liquefaction and landslides. A soils report is required to be submitted prior to building permit issuance per the 2001 Uniform Building Code to demonstrate compliance with Chapter 18, which requires proper excavation and fills for buildings, structures, foundations, and retaining structures, and appropriate construction techniques to ensure seismic stability of structures and slopes. A water quality management plan will be required to ensure that drainage is retained on-site during and after construction or does not increase historical flow; therefore, soil erosion should not be significant. Mitigation Measures/Monitoring Required: None Required Sources: Tustin General Plan Tustin City Code 2001 Uniform Building Code Submitted Plans ETSP ETSP EIR 85-2 Items a.i & e - No Imoact: The project site is not located within an area on the Alquist-Priolo Earthquake Fault Zoning Map. Since all new buildings in the City are required to connect to the existing sewer system, the use of septic tanks or alternative wastewater disposal systems will not be necessary. Sources: Tustin General Plan Tustin City Code 2001 Uniform Building Code Project Application Field Evaluation ETSP ETSP EIR 85-2 Resolution No. 05-25 Page 19 of 62 Attachment A TTI67ö2 Qild DR 04-024 Pagei)ot:~ 7. HAZARDS & HAZARDOUS MATERIALS Item h - Less than Siqnificant Impact The project is adjacent to a naturally vegetated open space area in Tract 15563. Wildland fire risk will be addressed in that the subject development will provide a fire fuel modificatjon zone between the tract and the adjacent naturally vegetated open space parcel to the east in compliance with Orange County Fire Authority standards. Sourcc:s: Uniform Building and Fire Codes Submitted Plans Tustin General Plan OCFA Guideline C-05 for Fuel Modification Plans and Maintenance ETSP ETSP EIR 85-2 Items a to q - No Impact: The residential project would not result in exposure to hazardous substances other than the possibility of household hazardous waste generation which residents could properly dispose of most unwanted items at approved County drop-off locations. Because the use is for residential purposes, the project is not anticipated to need or emit hazardous materials which could create a hazard to the adjacent elementary school or the general public if released into the environment. The site is not listed as a hazardous materials site, is not located on any potential impact zones identified for ,!ohn '.^Jayne Airport, and there are no private airstrips nearby. The project has been reviewed by the Tustin Police Department who determined that the project will not interfere with any evacuation plans. The project has received preliminary review by the Or2nc;e County Fire Authority and no comments were received indicating that the pro~ect would interfere with any evacuation plans. All grading and construction is subject to compliance with all applicable Uniform Building and Fire Codes. As such, the project is not anticipated to result in any significant hazards. Mitigotion Measures/Monitoring Required: None Required. Sources: Uniform Building and Fire Codes Submitted Plans Tustin General Plan Airport Environs Land Use Plan ETSP ETSP EIR 85-2 Resolution No. 05-25 Page 20 of 62 Attachment A ITI6782 and DR 04-024 Page 7 of 14 8. HYDROLOGY & WATER QUALITY Items a. c. d e. f. k. I. m n o. & 0 - Less Than Sianificant Imoact: There will be new construction which has the potential to impact stormwater runoff from construction and post-construction activities. There is also the potential for discharge of stormwater to affect the beneficial uses of the receiving waters, increase flow velocity and volume of storm water runoff, exceed the capacity of an existing private storm drain, degrade water quality, and create erosion. However, the project is required to comply with the City's Water Quality Ordinance and a NPDES permit (Santa Ana Regional Water Quality Control Board (RWQCB) Order R8-2002-0010), thus reducing any potential impacts to a level of insignificance. The regulations of the NPDES permit, Water Quality Ordinance, and project conditions of approval will minimize the ability of the project to cause water pollution by regulating point sources that discharge pollutants into local waters. The drainage pattern of the area will not be altered in that. to comply with the City's grading ordinance, the project will be designed to accept historical drainag,e to the site and; therefore, will not significantly increase the rate and/or amount of surface runoff. A significant amount of stormwater received on-site will percolate into the soil where landscaping is provided and remaining stormwater will be conveyed through a fossil filter pñor to entering a City stormdrain. . City stromwater infrastructure is able to accommodate additional water from the project. The applicant must provide a drainage and hydrology report to the City and demonstrate that the private stormwater drainage system will be able to able to handle the capacity of any wastewater directed into the system. Best Management Practices are required to be implemented for construction activity and would deter water from flowing off-site. Any water that would leave the site would be filtered prior to entering a City storm drain. Best Management Practices will also be implemented to ensure that, once the tract is constructed, wastewater will be filtered prior to entering the storm drain. As such, the project will not violate any water quality standards or waste discharge requirements or degrade water quality in the area. Mitigation Measures: None Required. Sources: Field Verification Submitted Plans Tustin City Code California Seismic Hazard Zone Map, Tustin Quadrangle, January 17, 2001 ETSP ETSP EIR 85-2 Resolution No. 05-25 Page 21 of 62 Attachment A lTI6782 and DR 04-024 PageJol14 Items b, a. h. i. & i-No Impact: The project will not substantially deplete groundwater supplies or interfere with groundwater recharge resulting in a net deficit in aquifer volume or a lowering of the local groundwater table level. Rather, landscape irrigation practices and soil rercoiation of stormwater onto landscaped areas would be more likely to contribute to groundwater supplies. The project site is not located within a 100-year flood hazard area as mapped on Federal Emergency Management Agency Flood Insurance Rate Map Number D6059C0282H, nor is the project located within a 1 DO-year flood hazard area and the project will not will impede or redirect flood impede or redirect flood flows. The rroject site will not expose people or structures to a significant risk of loss, injury, or (!eath as a result of the failure of a levee or dam, or by inundation by seiche, ~sui1ami, or mudflow. Mitigation Measures: None Required. Sourœs: Field Verification Submitted Plans Tustin City Code Federal Insurance Rate Map ETSP ETSP EIR 85-2 9. LAND USE PLANNING Items a b &c- No Impact: The subject property is designated Planned Community Residential (PCR) by the General Plan Land Use Map and zoning map. The proposed project will be ~onsistent with the applicable land use and zoning regulations. The proposed project will not divide an established community since it includes construction of single family dwellings completely surrounded by other similar single family d',":=II:ngs in an urbanized area. The proposed project is not located in a conservation plan or natural community conservation plan area. Mitigation Measures: None Required. Sources: Submitted Plans Tustin City Code Tustin General Plan Tustin Zoning Map ETSP EIR 85-2 Resolution No. 05-25 Page 22 of 62 Attachment A TII6782 and DR 04-024 Page 9 ofl4 10.MINERAL RESOURCES Items a & b - No Impact: The proposed project will occur on a currently vacant site. Construction on the site will not result in the loss of availability of a known mineral resource and is not located in a mineral resource recovery site. Mitigation Measures/Monitoring Required: None Required Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP EIR 85-2 11.NOISE Items a. b. c & d- Less Than Sianiftcant Impact: The project includes construction of 25 single family dwellings on an existing vacant site. Although, the grading and construction of the site may result in typical temporary construction noise impacts, the Tustin Noise Ordinance only allows construction activities to occur during the daytime on Monday through Saturday to eliminate construction noise during the nighttime hours. The project dwellings are required to be insulated from exterior noise in accordance with Title 24 of the California Building Code so that no more than 45 dB of sound occurs in any habitable room. The traffic to be generated by the project will coincide with peak a.m. and p.m. hour traffic on Tustin Ranch Road because Tustin Ranch Road is arterial road serving a residential community. As identified in the Noise Element of the General Plan, Tustin Ranch Road generates about 80 dB of sound. Sound attenuation fencing is required to be included in the project in accordance with the .Summary of Environmental Impacts and Mitigation Measures" adopted with the ETSP EIR. The applicant is proposing to construct a six (6) foot high block wall adjacent to the property lines for Lots S and KKK which would shield the residents from vehicular noise on Tustin Ranch Road. Conditions of approval require the developer to construct decorative masonry walls that will provide a maximum exterior noise standard of 65 dB CNEL in outdoor living areas. Noise created by traffic to the project will not exceed the noise created by traffic on Tustin Ranch Road because traffic within the tract and on Rawlings Way will be at reduced speeds and 10Y.(er volumes. Therefore, no additional traffic noise will be created by the project. The proposed project will not create excessive ground' vibrations, nor will it create a permanent increase in the existing ambient noise levels beyond the established standards. Mitigation Measures/Monitoring Required: None Required Resolution No. 05-25 , Page 23 of 62 Attach:,,':nt t\ TTI6Î:'~ and DR 04-024 Page 10 of 14 Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP EIR 85-2 Itc:ns e & f - No Impact: The project is not located in close proximity to any airports. Standard building techniques will provide sufficient indoor insulation to prevent tract residents from being exposed to air traffic noise. Mitigation Measures/Monitoring Required: None Required Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 12. POPULATION & HOUSING Item a - Less than SiQnificant Impact: Ti1G project will involve the construction of 25 new single family dwellings which would increase the population of the area. However, the number of dwelling units and the tract is still below the maximum threshold established for Sector 8 by the ETSP. A maximum of 436 dwelling units were anticipated to be constructed in Sector 8 of the ETSP. The ETSP EIR 85-2 monitoring program shows that 367 d\'.'elling units that exist within Sector eight (8) and the addition of 25 dwelling units would bring the total dwelling unit count to 392 which, is under the maximum al'CJwed. An increase in population was previously anticipated with the adoption of the ETSP which, in conformance with the Housing Element of the General Plan, ici;ntified a need for owner occupied housing in Tustin. Therefore, no significant population increase would occur. Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP EIR 85.2 'tens b & c - No Impact: The project will not induce substantial population growth wherein new streets or new public services will need to be created nor will the project displace substantial nL'mbers of people, necessitating the construction of replacement housing elsewhere. ~:~~~~~~Rifgasures/Monitoring Required: None Attachment A TTI6782 and DR 04-024 Page II of 14 Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 13.PUBLIC SERVICES Item a - No Impact: The proposed project is in an existing urbanized area where fire and police protection are currently provided and can accommodate the increase in population. The proposed subdivision would not have an impact on school district facilities within the Tustin Unified School District in that The TUSD will receive its statutory school impact fees per Senate Bill 50 from residential development. As a condition of approval for the project, the developer will be required to pay applicable school fees prior to issuance of building permits. City required mitigation is limited by State law to requiring payment of the sa 50 school impact fees. Park needs were previously addressed and provided for the project area when underlying Tract 12780 was approved. Mitigation Measures/Monitoring Required: None Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 14. RECREATION Items a & b - Less than Sianificant Imeact: The project is in proximity to the Tustin Sports Park, Pioneer Park, and Cedar Grove recreational facilities. The project has the potential to increase the use of existing parks but is not anticipated to contribute to a substantial deterioration of park facilities. Park needs to serve the project are existing in accordance with the ETSP and were dedicated at the time Tract 12780 was approved. The project does not include any recreational facilities that would have an adverse physical effect on the environment. Mitigation MeasureslMonitoring Required: None Required Resolution No. 05-25 Page 25 of 62 Attachment ^ TI16nZ and DR 04-024 Page 12 of 14 Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 15. TRANSPORTATION/TRAFFIC Item a & d - Less Than Siqnificant Impact With Mitiqation Incorporation: Tile traffic analysis for this project is contained in a document prepared by Katz, Okitsu & Associates (Attachment B). Intersection analyses were performed for the intersection of Tustin Ranch Road and Rawlings Way to determine if any significant traffic impacts would result from the project. The intersection is presently at Level of Service ("LOS") A, which is the best level (LOS A through D are considered acceptable). LOS A is maintained with the addition of the proposed project. While the project will not impact the LOS of the Tustin Ranch RoadlRawlings Way injersection, the project traffic will comprise approximately 1.9 percent of the traffic volume at the intersection once the project is finished. To minimize cumulative impacts resulting from additional vehicle trips generated by the project, the applicant is required to participate in a Capital Improvement Program project to increase the northbound -left-turn pocket storage length for vehicles turning left from Tustin Ranch RZiod onto Rawlings Way from 153 feet to 220 feet. To applicant's contribution will be in the form of providing the City with a proportionate share toward the cost of the C;::pitallmprovement Program. While the project is identified to have an impact on the volume of the Tustin Ranch Road/Rawlings Way intersection, the traffic analysis concludes that the project will net generate a significant traffic impact on street systems other than the north bound lef(.turn lane. M:tigation Measures/Monitoring Required: tvUigation Measure 1: The applicant shall pay an "in-lieu" traffic impact mitigation fee of $1,330 to the City of Tustin prior to issuance of a Certificate of Use and Occupancy for any of the 25 proposed dwelling units. The "in-lieu" fee shall be based upon the proportionate share of the cost to mitigate traffic impacts that are a direct result of the proposed project, based upon the traffic study prepared by Katz, Okitsu & i\ssociates, dated January 2005 for the project. The study indicates a 1.9 percent proportionate share for the project impacts at the Tustin Ranch RoadlRawlings '. 'lay intersection, which translates to $1,300 (1.9% x $70,000 improvement cost). The City shall apply the fee to provide traffic relief for the project. The fee shall rei:eve the applicant of any further traffic mitigation obligations. Resolution No. 05-25 Page 26 of 62 Attachment A IT] 6782 and DR 04-024 Page 13 of 14 Sources: Submitted Plans Traffic Study Tustin City Code Attachment B - Traffic Analysis Tustin General Plan ETSP ETSP EIR 85-2 Items b. c. e. f & a - No Impact: The proposed project will not induce substantial population or growth wherein the project will not result in changes to air traffic patterns, or conflict with adopted policies, plans, or programs supporting altemative transportation such as bus tumouts or bicycle racks. The project includes sufficient parking on-site to comply with current parking requirements for the proposed use. As such, no impacts to parking are anticipated. The proposed project would not prevent emergency vehicle access to the site as determined by the traffic analysis provided by Katz, Okitsu & Associates. Mitigation Measures/Monitoring Required: None Required. Sources: Submitted Plans Tustin City Code January 2005 Parking Analysis by Katz, Okitsu & Associates Tustin General Plan ETSP ETSP EIR 85-2 16. UTILITIES & SERVICE SYSTEMS Items a. b. c d. e. f & a - No Impact: The proposed project will not exceed requirements of the applicable Regional Water Quality Control Board because the project absorb a significant portion of stormwater in landscape areas on-site and excess stormwater will be routed through fossil filters prior to being deposited into the existing sewer and storm drain systems and thus will not require construction of a new storm water drainage facility or solid waste facility. Existing water service and wastewater treatment facilities should be sufficient to support the project and shall require a letter of intent to serve from the Irvine Regional Water District at plan check. The project will utilize the City's existing trash hauler contract, thus not requiring a new trash hauler. Mitigation Measures/Monitoring Required: None Required. Resolution No. 05-25 Page 27 of 62 Attachm,"t ,\ IT] õ7B2 and DR 04.024 Pagel4ofl4 Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 17.MANDATORY FINDINGS OF SIGNIFICANCE Items a, b & c - No Impact: As described under each topic, the project grading, construction, and operation are not anticipated to result in any significant impacts. The project does not have the potential to degrade the quality of the environment nor achieve short-term environmental goals to the disadvantage of the long-term. It does not have impacts that are individually limited but cumulatively considerable or that will cause substantial adverse impacts on human beings. All mitigation monitoring identified in ETSP EIR 85-2 are addressed as conditions of approval for the project. Sources: Submitted Plans Tustin City Code Tustin General Plan ETSP ETSP EIR 85-2 S,ICd"'",.oENV'RONMENTALlTTI6782 DR <>4-024 INITIAL STUDY AllðehmentA.- Resolution No. 05-25 Page 28 of 62 A TT ACHMENT B OF EXHffiIT A Resolution No. 05-25 Page 29 of 62 Resolution No. 05-25 Page 30 of 62 Limited T raffle Study for a Residential Proj ect in the City of Tustin January 2005 Prepared for: Lennar- South Coast Homebuilding 25 Enterprise, Suite 250 Aliso Viejo, CA 92656 949/349-8150 Prepared by: =- Katz, Okitsu &: Assodates ...... 1><1/11& e.,m-. ØN/ ~ "",."", 17852 E. Seventeenth Street, Suite 102 Tustin, California 92780-2412 714/573-0317 Phone 714/573-9584 Fax Project No: JA4752 17852 E. -'" So. Suite 102 Tullin, CA 92780-2142 714573.0317 lax: 714.573-'1534 koooc@Iu.aoIdau.com www.lc1aiokI- w A/tIIU 323.260.4703 1uc.323.260.470S $arlDiefo 619.683.2933 Iuc 619.683.7982 San........,.,. '109 .89Ð.'969 3 fax: '10'1.890.96901 ~ Katz, Okitsu &: Associates .... T"'¡¡¡c~IIItI/n-~1'IIIIr-. January 14, 2005 Mr. Todd Refling lennar- South Coast Homebuilding 25 Enterprise, Suite 250 Ailsa Viejo, CA 92656 Subject: Limited Traffic Study £Or a Residential Project in the City of Tustin Dear Mr. ReEling: Katz, Okitsu & Associates is pleased to present this revised traffic impact study report for a proposed residential project in. the City of Tustin. The project, known as 'Camellia", is located along Rawlings Way north of Tustin Ranch Read and consists of 25 single-family homes within a gated community on a 3.7-acre site. The traffic study has been prepared to meet the traffic study requirements of the City of Tustin for the analysis of traffic impacts associated with the proposed development. The report is being submitted to you for review ancHorwarding to the City of Tustin. Please contact our office if you have any questions or comments about the report, or if you need additional information to complete your submittal. If there are any comments that require. response or revisions, please notify our office as soon as possible for prompt revision. It has been a pleasure to prepare this study for Lennar- South Coast Homebuilding and the City ofTustin. ".."..- ~ Rock Miller, F.E. Principal Table of Contents 1. INTRODUCTION.........................................................,......."..."..................................................1 2. PROJECT STUDY METHODOLOGY ..........................................................................................4 3. STUDY TIMEFRAMES ..........................".................................................................................................... 4 PROJECT STUDY AREA ............................................................................................................................. 4 ANALYSIS METHODOLOGIES....................................................................................................................4 INTERSECTION CAPACITY ANALYSIS .......................................................................................................5 TRAFFIC COUNT DATA .............................................................................................................................5 FUTURE TRAFFIC VOLUMES .............................................................................................."....."""""""" 5 STANDARDS OF SIGNIFICANCE........................................"............................... ........................................6 EXISTING CONDITIONS.............................................................................................................7 4. EXiSTING CIRCULATION NETWORK ......................................................................................................... 7 F ...\K HOUR INTERSECTION LEVEL OF ...SERVICE.................................................................................... 7 Signalized Intersections......................................................................................................................]] FUTURE TRAFFIC CONDmONS WITHOur PROJECT .......................................................12 5. FUTURE TRAFFIC GROWTH..................................................................................................................... 12 PEAK HOUR INTERSECTION LEVEL OF"SERVICE........................................................................"""""'" 12 Signalired Intersections...................................................................................................................... ]2 :ROJECT RELATED TRAFFIC...................................................................................................15 6. P¡WJECT TRIP GENERATION ............................................................................................""""""""""'" 15 PROJECT TRAFFIC........................................................................... ........................................................ 15 FUTURE TRAFFIC CONDmONS WITH PROJECT ................................................................18 7. PFAK HOUR INTERsECTION LEVEL OF SERVICE..................................................................................... 18 Signalized Intersections...................................................................................................................... ]8 DETERMINATION OF SIGNIFICANT IMPACT ......................................................................21 8. : ",SITE CIRCULATION AND ACCESS.................................................,.................................23 9. ACCeSS ROADS AND DR/VEW AYS ................................................................................................."""'" 23 GA" REQUIREMENTS ............................................................................................................................ 23 ; .~:TIGATION AND RECOMMENDATIONS ...........................................................................25 10. CONCLUSIONS ......................................................................................................................26 .J~a,¡l. akit&1 & Associates .. ." . 'JJt,~8w\l,y,;'!i~1 T""'~""~n PI""", '320(62' " City of Tustin Rawlingf Way Rtsid~ntial Traffìc Impact Study List of Figures FIOURE I - PROJECT LOCATION...................................................................................................................... 2 FIGURI!2 - PROPOSED SITE PLAN...............................................,..".............................. .................................3 FIGURE 3 - EXISTING INTERSECTION GEOMETRY .......................................................................................... 8 FIOURE 4 - ExISTING TRAFFIC VOLUMES, AM PEAK HOUR ......................................................................... 9 FIGURE 5 - EXISTING T'RAFFICVOLUMES, PM Pl!AKHOUR """"""""""""""""""....................................10 FIGURE 6 - FuTURE TRAFFIC VOLUMES Wm¡OUT PROJECT, AM PEA/( HOUR .......................................... 13 FIGURE 7 - FuTURE TRAFFIC VOLUMES WmlOUT PROJECT, PM PEAK HOUR........................................... 14 FIGURE 8 - PROJECTT!up DISTRIBUTION ....................................................................................................17 FIGURE 9 - FUTURE TRAFFIC VOLUMES WITH PROJECT. AM PEAl< HOUR................................................. 19 FIGURE 10 - FuTURE TRAFFIC VOLUMES WmI PROJECT, PM PEAK HOUR.................................:.............. 20 List of Tables TABLE 1 - LEvELS OF SERVICE FOR INTERSBCTIONS ..................................................................................... 5 TABLE 2 - PEAK HOUR INTERSECTION CONDITIONS EXISTING CONDITIONS .............................................. 11 TABLE 3 - PEAK HOUR INTERSECTION CONDITIONS FlITURE WITHOUT PROJECT CONDITIONS """""""'" 12 TABLE 4 - PREVIOUSLY APPROVED PROJECT TRIP GENERATJON................................................................ 16 TABLE 5 - PROPosED PROJECT TRIP GENERATION ...................................................................................... 16 TABLE 6. PEA/( HOUR INTERSECTION CONDITIONS FlITURE WmI PROJECT CONDITIONS........................ 18 TAB[.E 7 - LEVEL OF SERVICE ANALYSIS IDBTERMINATJON OF IMPACTS ................................................... 21 TABLE 8 - QUEUE LENGTH PROBABIUTY - RANDoM ARRIvALS AT GATE ................................................. 24 A ppcndiccs - . Appendix A - Existing T r~ffk Counts Appendix B - Intersection Level of Service Worksheets Appendix C - Intersection Level of Service Concepts Katz, Okitsu & Associates r"(fi< bI,..""" "",I r"""""""¡,,, PI...." ii Po" 1,~. Introduction The subject of this traffic impact study is a proposed project known as "Camellia", consisting of 25 s cr. gle- family homes within a gated community in the City of Tustin. The proposed project is loCJ ted on Rawlings Way north of Tustin Ranch Road. The developer of the proposed project is Lennar- South Coast Homebuilding, of Aliso Viejo, California. The project location is shown in Fi?ure 1 and the proposed site plan is shown in Figure 2 c. ,y of Tustin had previously approved a 27,548 square-foot church and day care facility for the :'roject site. The City approval for this project has since expired. The Clcy is requesting a trip generation analysis to show the difference in trips from the site due to tilC proposed development, and an analysis of the on-site circulation and access to Rawlings Way. This study documents the trip generation and evaluates two nearby signalized i:' c:sc:tions. The analysis is intended to meet the requirements of the City of Tustin. ~:1IIõ.1ðti2siJ & Associates ~-\5ftI6:2"¡j"'m"'d¡"""""'..PI..,.m City of Tustin Rawlings Way Residential Traffic Impact Study LEGEND . Project lo!:abon N t _K Old & A__-'- CityOfTu8lin iiiIII""~ T,,~~,ginu" ~Ur,...~~ Rawlings Way Reaidential Project Resolution No. 05-25 Figure 1 Study Area ;¡-.. ~ð \ "'. ~> C::-.-¡Á"' ~\ .... ('."~ ,'~ ~'. ,'" 1'- ':;;.:. ~. t. ."", ,,- ,. Resolution No. 05-25 -~:;~~~~T(~'~~~~~~ ~::~g:U;:: Re5idential Project Figure 2 Sfte Plan 1. Project Study Methodology This chapter documents the methodologies and assumptions used to éonduct the analysis for the proposed project. This section contains the following baclcground information: . Study timeframes . Study area description . Capacity analysis methodologies Study TimefrRtnes This report presents an analysis of the intersection operating conditions during the morning and evening peak hours during the following anticipated timeframes: . Existing Conditions (Year 2005) . Opening Year 2006 Project Struly Area The study area was determined through consultation with City of Tustin staff. consists of the following: Tustin Ranch Road at Rawlings Way and . Tustin Ranch Road at Portela Parkway The study area AlUllysis Muhodologies This section presents a brief overview of traffic analysis methodologies and concepts used in this study. Street system operating conditions are typically described in terms of "level of service! Leve! of service is a report-card scale used to indicate the qualitY of traffic flow on roadway segments and at intersections. Level of service (LOS) ranges from LOS A (free flow, little congestion) to LOS F (forced flow, extreme congestion). A more detailed description of the concepts described in this section is provided in Appendix C of this document. The local jurisdictions within the project area, including the City of Tustin, have determined that Level of Service D is the minimum acceptable level of service for peak hour operation. Any roadway segment operating at Level E or F is considered to be operating deficiently. An impact is deemed significant when the level of service is E or F and the project causes an increase in VIC or delay over the defined threshold. For further information on these significance thresholds see Appendix C. Katz, Okitsu & Associates r"ff- f,t~i.un ."J r,.""""".. Pi""", 4 eso 5 g få2 Rawlings Way Residential Traffic ¡",pact Study Pro;w Study Methodofogy I,lersection Capacity Analysis -, Le analysis oE peak hour intersection conditions was conducted using the TRAFFIX software ':~ogram developed by Dowling Associates. The following peak periods were selected for analysis: Weekday AM (peak hour between 7:00 AM and 9:00 AM) . Weekday PM (peak hour between 4:00 PM and 6:00 PM) -:-. '~¡c conditions in Southern California are often evaluated during peak hours at intersections l! '¡ng a methodology known as the Intersection Capacity Utilization (ICU) technique. This is the L,ercrred analysis method Eor the City of Tustin. This analysis method is widely accepted and ,eatially measures the amount of traffic signal "green" time required for the intersection. It is a ";niEicant variation from the HCM method; however it produces results that are generally "",¡¡ar, The City of Tustin generally requests that this method be used in the City, so all 51~nalized intersections were analyzed based on this method. Table 1 shows the relationship 'oc:ween Level of Service and the ICU Method volume/capacity criteria for signalized ... ~:::"ctions. Table 1 Levels of Service for InterHCtions Level of Service Volume/Capacity Ratio A 0.00-0.60 B 0.61 - 0.70 C 0.71-0.80 D 0.81- 0.90 E 0.91 - 1.00 F 1.00 and up T . ,Tic Count Data L~l, 'r, g daily and peak hour traEEic data was obtained from Traffic Data Services from Santa Ana, c.,J::arnia, in October, 2004. All traffic count data used in this study is compiled in Appendix A. F¡ .re Traffic Volumes D "v and peak hour traffic volumes for Tustin Ranch Road and Rawlings Way under future cc" ".¡ans were Eorecast based on a 1% annual growth rate from existing conditions. Project trips v- . c ¿.:'cied to this background base to determine the relative impact of the project. &.lutr'~iJ.,ó$L:iIPU & Associates ~f'~~£n,;nw, a". T"",..."a"", Pia."", 5 City of Tustin Rawlings Way Residemiaf Traffic Impaci Study Proj.ct Study M<thodoloSY Standards of Significance The City of Tustin has determined that Level of Service D is the minimum acceptable level of service during peak hours at intersections. Any roadway segment operating at Level of Service .E or F is considered to be operating deficiently. An impact is deemed significant when the level of service is E or F and the project causes an increase in the Volume/Capacity ratio of .01 or more over the defined threshold. For further information on these significance thresholds see Appendix C. Katz, Okitsu & Associates Traffi, bq¡i..." <no T""""",,~, p¡....~ 6 . 5 à>, j!p~2 Rawlings Way Residential Traffic Impact Study . ,..."." xisting Conditions ,'~is section documents the existing conditions in the study area, including local land uses and ':;iveway locations. The discussion presented here is limited to specific roadways in the project "i:inity. The project location is on Rawlings Way north of Tustin Ranch Road in the City of -.:stin. . '1'.; Circulation Network -eels in the project vicinity which could be affected by the proposed project include Rawlings . ;y, Tustin Ranch Road, and Portola Parkway. The existing roadway circulation network was .- j¡'iJ previously in Figures I and 2. Existing intersection geometry is shown in Figure 3. . "'ings Way is a 2-lane street on a northwest-southeast alignment located immediately to the Jul:o of and adjacent to the project site. The street has a signalized intersection with Tustin ,. -I Road. The prima facie speed limit on Rawlings Way is 25 mph. Lutd use along the street urnarily residential, with an elementary school located immediately north of the project site. j ',,:in Ranch Road is a 6-lane divided arterial on a northeast-southwest alignment located Î.1 :TIediately to the east of and adjacent to the project site. The street has a raised median with j, :-turn pockets, and signalized intersections with Rawlings Way and Portola Parkway. The :: limit on Tustin Ranch Road is 45 mph in the project vicinity. Land use along the street is - ,,1rily residential, with an elementary school located one block to the north off Rawlings Way. j .J'-.1 Pûrkway is a 4-lane divided arterial in the project vicinity, located to the northeast of the p :o:t site on a northwest-southeast alignment. The street has a raised median with left-turn p - <ets. The speed limit on PortoJa Parkway is 45 mph south of Tustin Ranch Road. Land use a. .[. the street is residential in the project vicinity. There is a traffic signal at the intersection of F J[ :a Parkway and Tustin Ranch Road. ~ ::]]] circulation is provided by the 1-5 Freeway approximately 2 miles to the south and the '11 T ol1way approximately 1 mile to the east of the project site. p, í.: Hour Intersection Level ofServia F, '. ,; il1ustrates tbe existing peak hour traffic volumes during the AM peak hour, while Figure 5 i1 --,,'s the existing peak hour traffic volumes during the PM peak hour. Peak half-hour v.', es factored to equivalent hourly volumes are used for the Tustin Ranch Road/Rawlings Way i: 'ct;on northbound left and eastbound right per direction from the City, Based on these e "g traffic volumes, level of service analyses were conducted for the two study intersections. TJ resul:s of these analyses are summarized below in Table 2 for the existing conditions. Jlsoh,¡tiOm.::~Q,,~~li¡u & Associates .1f'4G.df'ß2E"gi"'" ",J r""""""w, Pi","", 7 City of Tustin Rawlings Way Residential Traffic Impact Study !..-.. LEGEND . e Study I nllnocton $V1a1ized Intneâlon N t ~ Interædial L.... ~ _Katz, Okitsu & Associates City OtTum T""", E'gi'utl ....¡ T'..',.'l4IfMl'l...", R8Wllngs Way Residential Project Resolution No. 05-25 62 Figure 3 Existing Geometry . . LEGEND 1, "'oject Location CAudy I nterseclion N t xx. Turning Movement Count Resolution No. 05-25 fg~~. ðkitsu & Associates city OfTustin C """",..d Tr"""o""'io, "',,"en Rawlings Way Residential Project Figure 4 Existing Traffic Volumes - AM Peak Hour LEGEND . Project Location . Sludy '_n N t JÕ(ì Tuming Movement Count _~~g2,~~~~~~ ~~~:;:: Rnden~ p~ Resolution No. 05-25 Pa e430f62 Figure 5 Existing Traft'Ic Vofumes- PM P....... 1-/"", Existing Conditions Table 2 Peak Hour Intersection Conditions Existing Conditions, Year 2004 Intersection AM Peak Hour I PM Peak Hour Signalized Intersections Volume! Level Of Volume! Level Of Capacity Service Capacity Service Tustin Ranch Rd & Rawlings Way 0.552 A 0.483 A Tustin Ranch Rd & Portola Pkwy 0.393 A 0.317 A su & Associates f'62" ,.,;,,'" ",' T,..""""o. PI"""," 11 City of Tustin Rawlings Way Residential Traffic Impact Study 4. Future Tt.tffic Conditions \VÜhOllt Project This section develops the future without project traffic conditions in the study area with ambient groWth added. The year 2006 was selected for analysis based on available traffic forecast data and study requirements. The project is scheduled for completion before the end of the year 2006. Future Traffu: Growth Peak hour traffic volumes for Rawlings Way, Tustin Ranch Road, and Portola Parkway under near-term future rr ear 2006) conditions were forecast based on a 1% per year growth factor. Peak Hour Intersection Level of Sen¡Ü;e - Future NeIlr Term To simulate the near-term growth conditions for the year 2006, the peak hour volumes in Figures 4 and 5 were increased by a factor of 1% per year for two years. Peak half-hour volumes factored to equivalent hourly volumes are used for the Tustin Ranch Road/Rawlings Way intersection northbound left and eastbound right movements per direction from the City. Figures 6 and 7 illustrate the resulting AM and PM peak hour volumes, respectively. Table 3 illustrates the future without project intersection level of service conditions. As shown in the table, both intersections are expected to operate at Level of Service A under the future without project condition for the year 2006. Table 3 Peak Hour Intersection Conditions Future Without Project ConditioDl Year 2006 Intersection AM Peak Hour I PM Peak Hour ~d huÌ!rilection. .. .... Volume! Level Of Volume! Level Of Capacity Service Capacity Service Tustin Ranch Rd & Rawlings Way 0.561 A 0.493 A Tustin Ranch Rd & Portola Pkwy 0.399 A 0.330 A Katz, Okitsu & Associates T"fl- """""""JT"""."",,~, Pi...." 1Z a 1/ 2 Rawlings Way Residential Traffic Impact Study N t Resolution No. 05-25 .v - Oki & Ass. City OfTustin iìiI:i!!II"""'" ~ ',7.s;"'" ~~TM"""""';~~~~ Rawlings Way Residential Project Figure 6 Future Tra1lic Volume W/O ProiectAM Peak Hollr N t Resolution No. 05-25 .u- Old & A__-,-tes CItyOfTU8Iin FIgure 7 ~~~-.;-- ts'-~7:"".~""" m_.-- ""II'-~'-' - ,_. '~.'" R8WliOlJl~R88ldenti8IProjeCl FutureTrafficVolurJ1l!SW/OProjectPMPeakHour :;'~,,' Project Related Traffic The proposed project consists of 25 single-family homes. This residential development is expected to generate additional traffic volumes as documented below. Project Trip Generation " ?'"neration is a measure or forecast of the number of trips that begin or end at the project site. 01 part of these trips will result in traffic increases on the streets where they occur. Traffic ,:nerated is a function of the extent and type of development proposed for the site. ";::J generation is generally equal to the traffic volume expected at project entrances. The trip generation rates are equivalent to the number of trips that start or end (in and out) at the project SO'". ar.d are specific by land use for a given time period (Le. AM peak hour). Trip generation rates .'C' expressed as a function of a given characteristic of the land use area (Le. floor area, site area, . 'r of enployees, or seating capacity The rates are based on regression analysis, and are ived from field observations from as many sources as possible. At each site, trips in and out of ~::, ère counted, trip rate modifiers are identified and regression analysis is used to derive a "best r-' for a particular land use. An equation is developed which calculate an average trip generation rc..: for the specific land use. r. ,'eet Traffic rty of -:-ustin had previously approved a 27,548 square'foot church and day care facility for rroject site. The City approval for this project has since expired. The trip generation for this ¡ cèviol:sIy approved project is shown in Table 4. 1 t f'f] generation for the new proposed project consisting of 25 single-family homes is shown in 1 de;e 5, The project trips summarized in these tables are based on trip generation rates provided kiTE Trip Generation, 7th Edition with consideration of comparable trip generation rates for S r ;IJr uses in this region. This report is widely used in Southern California and indicates the 'aLic traErc generation rates for various land uses based on studies of existing developments in ,'~Ja!Jble settings, As shown in Table 5, the proposed project is expected to generate a. ToximateJy 240 daHy trips. Of this amount, 19 are expected to be in the AM peak hour, i: ::;.lg 5 trips entering and 14 trips exiting the site. There are expected to be 25 trips during the I è: k hour, including 16 trips entering and 9 trips exiting the site. There is no trip generation C ".tly associated with the project site. Figure 8 illustrates the expected trip distribution for ~e project trips. Rþsoh.lljØÁ~~su & Associates plo$Æ!jlf;~, """,n "..d r""'p'n..,"" PI""",~ 15 City of Tustin Rawlings Way ResidtntiaJ Traffic Impact Study Proj~ct .Related Traffic Table 4 Previously Approved Project Trip Generation Land Use Measure Daily AM Peak Hour I PM Peak Hour I Total I In Out I Total In Out Trip Generation Rates Church KSF' 9.11 0.72 0.39 0.33 0.66 0:23 0.32 lTI! Code 560 Day Care Student 1.52 0.81 0.43 0.38 0.86 0.40 0.46 lTE Code 565 Véhicle t ripŠ Church 27,548 SF 251 20 11 9 19 10 9 lTE Code 560 Day Care 250 380 203 108 95 215 100 115 lTE Code 565 Students rrotaI Project Trips 631 223 119 104 234 110 124 Note 1: !<SF ~ Thousand Square Feet Table 5 Proposed Project !rip Generation 0.37 Îngle Family DetadJed HOU8ing 25DU TE Code 210 240 19 5 14 25 16 9 240 19 5 14 25 16 9 Katz, Okitsu & Associates r,.rr. &8;"'" d.J r'd"""",.. PIn.."" 16 Ci~~ 4B1IWiG2 Rawlings Way RlSidentjal Traffic Impact Study N t Resolution No. 05-25 City Of Tustin Rawlings Way Residential Projed Figure e Trip Distribution 6. Future Traffic Conditions VVith Project This section documents the near-term. future traffic conditions with the addition of project- related traffic to the surrounding street system. It evaluates near term traffic conditions in the study area with ambient growth added and with traffic from other area projects and the proposed project added. The proposed project completion date is September, 2005, however the year 2006 was selected for analysis to be cons~rvative. Peak Hour lntersu:tion Level of Service Table 6 summarizes the results of the level of service analyses for this scenario. As shown in the table, both intersections continue to operate at Levd of Service A with the addition of project- related traffic. Peak half. hour volumes factored to equivalent hourly volumes are used for the Tustin Ranch Road/Rawlings Way intersection northbound left and eastbound right movements per direction from the City. Figures 9 and 10 illustrate the resulting AJ:,/¡ and PM peak hour volumes, respectively- Table 6 Peak Hour Intersection Conditions Future With Project Conditions, Year 2006 Intersection AM Peak Hour I PM Peak Hour SigncUized Intèrsectiom Volume! Level Of Volume! Level Of Capacity Service Capacity Service Tustin Ranch Rd & Rawlings Way 0.566 A 0.501 A Tustin Ranch Rd & Portola Pkwy 0.402 A 0.334 A Katz, Okitsu & Associates r"'ff< E..i..." ..J T'."""."" "...on 18 5 CiI¥~m_2 Rawlings Way Residential Traffìc Impact Study N t Resolution No. 05-25 _Katz, Okitsu & Associates City Of Tustin Figure 9 iiiI!P"'" r"!fit ['"",u" ,.. r"."",.,¡,. PI...", Rawlings Way Residential Project Future Tralli.c Volumes With Project AM Peak Hour N t Resolution No. 05-25 Pae530f62 _Katz, Okitsu & Associates City OfTullin Figure 10 iiI!Il""'" r,.f/ic £'8;""" .,.¡ T,."".".,... Pt._" Rawtlngs Way ~esidentlal Project Futura Traftic Volumes With PJcject PM P",,* Hno.. Octcnl1in.1I ioll Of Signifkant Impact c' Traffic impacts are identified if the proposed project will result in a significant change in traffic conditions on a roadway or intersection. A significant impact is normally defined when project re!ated traffic would cause level of service to deteriorate to below the minimum acceptable level by a measurable amount. lmpacts may also be significant if the location is already below the f'1inimum acceptable level and project related traffic causes a further decline. " \e Cty of Tustin has identified Level of Service D as the minimum allowable service level during r ':k ':ours at signalized intersections in the City. Most arriving traffic will clear the intersection on tee first allowable green cycle under this level of service. Mitigation measures should be cons;dered when traffic conditions are forecast to decline to poorer levels of service. :-:Oc level of service analyses for the Future (Year 2006) .study scenarios determined that level of s -.,'" 'Nil] remain at Level A under both the "Future Without Project" and "Future With Project" ,;OS, for both study intersections. The project will not create a significant impact at either o. :h.C study intersections in the Future scenarios. Table 7 provides a comparison of the levels of su.- and voJume/capacity ratios of aU study scenarios for the Future condition. Traffic impacts cr ": . by the project can be evaluated by comparing the "Future Without Project" condition to tl . uture With Project" condition. Table 7 Level of Service Analysis IDetermination of Impacts for Future Conditions Intersection No Existing ",'1 Ranch ReI & Rawlings Way AI 0.552 ..:1 R.3nch Rd & Portola Pkwy jr: l),anch Rd & Ra wlings Way A 10.483 L. .;" i\anchRd &PortolaPkwy A/O.317 N,'" LOS = Level of Service; VlC = Volume/Capaoty No .SOIUtiqQ-No,. ~fu & Associates .e 54 of 62""""" m,J T;a""""",," Plmm 21 City of Tustin RawlinS$ Way Residential Traffic Impact Study Future Traffic Conditions With Project Expected future traffic volumes at Tustin Ranch Road and Rawlings Way indicate that the northbound left-turn pocket storage length required to accommodate the expected queue of vehicIes turning left from Tustin Ranch Road onto Rawlings Way will need to be lengthened from the existing 153 feet to 220 feet. This is based on a projected turning volume of 182 vehicles per hour in the morning peak hour (7:30 - 8:30 AM) and 211 vehicles per hour in the afternoon peak hour (2:00 - 3:00 PM) under the future with project scenario. It should be noted that traffic volumes in the afternoon peak at approxiInately 2:30 PM due to the presence of the nearby elementary school. It is estiInated that the proposed project will contribute approximately 4 vehicles (1.9%) of the traffic during the afternoon peak hour. Turn pocket storage length is the same under the future without project scenario. It should be noted that the unusual peaking characteristics of this intersection require that these projected peak hour volumes use peak half-hour volumes factored to equivalent hour1y volumes for the northbound left movement to allow for adequate queuing capacity during the peak half-hour periods. Katz, Okitsu & Associates Twill( &OR""" and T".".."",," PI....." .u e~ - 5 e 2 Rawlings Way Rtsidential Traffic Impact Study !o,.itc Circulation and Access tt. £\ccess Roads and DriVewAYS T: . project is proposed to access Rawlings Way at one location near the center of the south .dary of the site. This wìlJ be the only site access. Currently the vacant lot occupying the site :1é) access from Rawlings Way. Traffic conditions on Rawlings Way were observed during the :Tom in? and afternoon hours. SchooI-related traffic was observed to back-up onto Rawlings J portion of the project site but leaving the project driveway location clear. 1 è ' ?'O;cct site pIan was reviewed for internal circulation. The width of the access drive is . ;uate for vehicles to easily enter and exit the project. The two interior streets running roughly Ie! with Tustin Ranch Road are 36 feet in width. These streets have adequate space for ,es to pass each other and to allow for curbside parking on both sides of the street. The or streets at the front and back of the project site running roughly parallel with Rawlings arc 32 f. ,t in width. It is reco:nmended that parking be prohibited on the inside curbs of streets. This restriction will allow adequate space for vehicles to pass each other and . ~ency vehicle access. e c . Rer,u;remtnts 1 . co nee gate must be designed to provide adequate queue storage for a daily volume of about :.:des (120 inbound and 120 o'ctbound). The maximum hourly inbound service volume is . '¡ides, occ.:rring in the PM peak Lour. The entry gate must be designed to allow for storage '!liclcs wairing for the gate to c:,en, and for vehicles waiting behind them. The storage PJèlent for the gate is calculated using queuing formulas adapted for use at gate entrances. :v,mulas also require use of the processing rate. The proposed system is expected to be a ",, for guests which will provide for a processing rate of about 60 seconds per vehicle. There r:eient room at the entrance for guests using the keypad to not block residents entering the n T k is r 1 'r 8 shows: he probability of the queue of vehicles exceeding specific values at the proposed The table indicates that the expected queue wìlJ be zero most of the time and one vehicle '"oily. The queue will rarely be more than two vehicles. A storage requirement of two is recommended, This will require a storage area of approximately 50 feet from the . ".1 te to the back end of the queue storage area. gó oc ve se T . conditions should be adequate with gate control and the exits should provide adequate v. em one outbound and one inbound I.1ne, pJus room for guests to park while securing entry W r"t interfering with entering reside"ts. IésoluticiíiCr>, 0fu1t5u & Associates ~e. 56 6tMngi."" ".J r"""f<"""'. PI...", 23 City of Tustin Rawlings Way Residtlftial Traffic Impact Study On-Site Circulation and Access Table 8 Queue Length Probability. Random Arrivals at Gate Forecasted 25% Increase 50% Increase Demand Arrival Rate 16veh/hr 20 veh/ hr 24 veh/ hr Process Rate 1 Veh/30 seconds 1 Veh/30 seconds 1 Veh/30 seconds Load Factor 0.13 0.17 0.20 Queue Vehicles 0 vehicles 86.7% 83.3% 80.0% 1 vehicles 11.6% 13.9% 16.0% 2 vehicles 1.5% 2.3% 3.2% 3 vehicles 0.2% 0.4% 0.6% 4 vehicles 0.0% 0.1% 0.1% 5 vehicles 0.0% 0.0% 0.0% Katz, Okitsu & Associates r'd"" Eo,¡i.'", AHJ r"..".nnti.. PIa."", 24 "'SOI llige "~c. itigation and Rccommendations 1. .,' ion measures are required if approval and construction of the project will result in or .mtly increase unacceptable traffic conditions. They are also appropriate if cumulative conditions wiIl result in an unsatisfactory level of service and the proposed development ,'outes to these conditions significantly. These conditions are not expected to occur at either "e intersections in the project study area. The intersections of Tustin Ranch Road and :s Way, and Tustin Ranch Road and Porto!a Parkway wi1l operate at an acceptable level of ., in Year 2006 including the proposed project conditions. Levels of service will remain at A with the increase in traffic due to the proposed project. v "h level of service is expected ta remain at satisfactory levels, future traffic volumes at Ranch Road and Rawlings Way indicate that the northbound left-turn pocket storage " lequired to accommodate traffic turning left from Tustin Ranch Road onto Rawlings Way . j to be lengthened from the existing 153 feet to a minimum 220 feet. The project should te a fair share towards the lengtl,ning of this turn pocket. The fair share percentage for )posed project has been estimated at 1.9% of the total cost of the turn pocket extension. "..11 cost of lengthening the turn pocket is estimated at $70,000. The fair share for the j project toward the cost of the turn pocket extension should therefore be $1,330. 1 r" K~ Glœ&u & Associates Õ~'8iM"""'T"""","""PI",",,, 25 City of Tustin Rawlings Way Ruidenrial Traffic ImpaCt Study ./. Conclusions The subject of this traffic impact study is a proposed residential project known as "Camellia", consisting of 25 single-family homes in the City of Tustin. The proposed project is located on Rawlings Way north of Tustin Ranch Road. The City requested a trip generation analysis to show the difference in trips &om the site due to l~'r' proposed development, level of service analyses for two study intersections, an analysis of on- site circulation, and an analysis of access to Rawlings Way. The two intersections studied were Tustin Ranch Road and Rawlings Way, and Tustin Ranch Road and Portola Parkway. The results of the trip generation analysis showed that the project is expected to generate approximately 240 daily trips. Of this amount, 19 are expected to be in the AM peak hour, including 5 trips entering and 14 trips exiting the site. There are expected to be 25 trips during the F M peak hour, including 16 trips entering and 9 trips exiting the site. The level of service analyses for the future year (2006) showed that both study intersections will operate at Level of Service A (excellent), including project trips, during both the AM and PM peak hours. The on-site circulation and queuing analysis showed that traffic conditions should be adequate with gate control and the exits should provide adequate width for one outbound and one inbound ] ,ne, plus room for guests to park while securing entry without interfering with entering residents, A storage requirement of two vehicles at the entIy gate is recommended. Expected future traffic volumes at Tustin Ranch Road and Rawlings Way indicate that the north bound left-turn pocket storage length required to accommodate the expected queue of vehicles turning left from Tustin Ranch Road onto Rawlings Way will be 220 feet. T:1e traffic impact study for the proposed project will be submitted to the City of Tustin, who \ "1 review the plan for compliance with applicable City standards. We anticipate that any minor internal circulation issues will be addressed in conjunction with this review. Katz, Okitsu & Assoçiates recommends that the City find that the traffic impacts of the project have no adverse effect on the surrounding street system for the future year. ~ Katz, Okitsu & Associates ~T'.ffi"".i""'."JT,...".""~.P~~..,, 26 Resd!Uliyn:ála: ú¥t-lifj Rawlings Way Ruidtntial Traffic f,Hpacp%RfJij Appendix A , Existing Traffic Counts These are on file and may.:beviéwed,':by.'ìn'i;ereSted parties at the Community Development Department, Tustin City Hall 300 Centennial Way, Tustin, CA 92780 Çity of Tustin Rawlings Way Residential Traffic Impact Study Appendix C Intersection Level of Service Concepts Katz, Okitsu & Associates r",(fi, &,,1'0" ... r""""".,ro, ,.".... THRESHOLDS OF SIGNIFICANCE A project will nonnally have a significant adverse impact on traffic and circulation if it results in any of the fól1owing conditions: An increase in traffic that is substantial in relation to the existing traffic load and capacity of the street system (i.e., results in a substantial increase in eith~ the numb~ of the vehicle trips, the volume to capacity ratio on roads, or congestion at intersections); 01', An increase in the level of service standard established by the Orange County Transportation Authority for designated roads or highways. An increase in the number of the peak hour trips over and above a re¡¡idential project in confonnance with the General Plan land use designation. To understand how well a roadway or intersection is handling traffic, several concepts have been devised. ~. 'e first is a qua1itative measure, refmed to as Level of Service, which evaluates a roadway's operation b;.sed on observations. A LOS "A" is an optimal traffic condition, while a LOS "F" represents service e[ "':estion. A second, more quantitative measure, referred to as Volume to Capacity Ratio (II/C), is the J of an intersection's or roadway's traffic volumes to its design capacity. The relationship between the L .; and V /C Ratio are summarized below in Table C-I. TABLE C-t DEFINITIONS OF LEVEL OF SERVICE. I Level ofser-vice Defin!tians LOS ICU Range NIC Description Ratio) A less than 0.60 Free flowing traffic conditions, no congestion. B 0.60 to less than 0.70 GeneraUy free from congestion. All vehicles may clear signa! in a single cycle. C 0.70 to less than 0.80 light congestion with occasional back-ups at critical ! approaches. D 0.80 to less than 0.90 Congestion at critical approaches. E 0.90 to iess than to Modera te to severe congestion during peak period. F 1.00 or greater Severe C"ogestion. Source; Blodgett/Baylosis Associates, 200J &~Œ,~i;u & Associates ~ft E->gio,m ,,"J r""'I"""'¡<>H Plmus City of Tustin Rawlings Way Rtsidentia/ Traffìc Impact Study