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HomeMy WebLinkAboutPH 1 GEN PLN AMEND 86-2B 4-7-86m--A !mmm ~) ~ ~ ~ PUBLIC HEARING ~ /t_ 7= j~_. · NO. 1 DATE: APRIL ?, 1980 TO: FROM: SUBJECT: HONORABLE PAYOR AMD CXTY O)UIlCIL EMBERS COiqqlJ#TTY DEVELOPREMT DEPARllqEk'T GENERAL PLAN AHE#I)HENT 86-2b: REYISZONS TO THE NOISE ELEHENT Oi~ THE TUSTIN AREA GENERAL PLAN RECOHBqENDATION: It is recommended that the City Council approve General Plan Amendment No. 86-2b by the adoption of Resolution No. 86-45. BACKGROUND: In May 2975, the existing Noise Element of the Tusttn Area General Plan was ~ adopted. Pursuant to State Planning Law, the legislative body may, if it deems it to be in the public interest, amend the various elements of the General · Plan. On March 10, Z986, the Planning CommissiOn reviewed revisions to Noise Element; and with a few minor changes to the document, recommended that the Council approve General Plan Amendment 86-2b. DISCUSSXON: In accordance with State planning law, the revised Noise Element addresses several distinct areas of concern. Generally, the Element identifies present and potential noise sources, noise sensitive areas, and establishes policies and objectives on how the city should deal with noise related matters. Information collected for this document came from a variety of sources; but some specific sources should be noted. Definitions contained in the Element are those used by the Office of Noise Control, California Department of Health. Noise contours established for arterial highways within the city were developed in cooperation with Orange County Environmental Health, as was the 24 hOur study of the Browning Corridor. Finally, noise contours projected for transportation systems in East Tusttn were prepared as a part of EIR 85-2 by Michael Brandman Associates. Ctty Counctl Report Notse Element page t~o COIICLUSZO#S: In that the revtsed edttton of the Notse Element more accurately reflects extsttng and potential notse relatad conditions than does the previous edttton, and stnce tt has been drafted tn conformance wtth applicable State law, tt ts recommended that the Counct1 adopt Resolution No. 86-45 approving General Plan Amendment No. 86-2b. OD: pef attacmeflt$: Resolution No. 86-45 Revtsed ,otse Elemant Report to Planntng Commission, March 10, 1986 Community Develooment Deoartment 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O 22 23 25 26 9.7 28 RESOLUTION NO. 86-45 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN APPROVING GENERAL PLAN ARENDHENT 86-2b AHENDING THE TEXT OF THE NOISE ELEMENT OF THE TUSTIN AREA GENERAL PLAN The City Council of the City of Tusttn does hereby resolve as follows: The City Council finds and determines as follows: That Section 65358 of the Government Code of the State of California provides that when it is deemed to be in the public interest, the legislative body may amend a part of the General Plan. De That upon direction of the Clty Council the Noise Element of the Tustin Area General Plan is to be amended to reflect present noise conditions impacting the City of Tustin. That in accordance with Section 65358 of the Government Code of the State of California, a publ)c hearing before the Planning Commission was duly called,, noticed and held for the purpose of amending the Noise Element of the Tusttn Area General Plan considering the following changes: 1. The Noise Element of the Tustin Area General Plan s~ll be amended to read as presented in the attached Exhibit "A" attached to Commission Resolution No. 2310. That the Planning Commission has by the adoption of Resolution No. 2310 recommended to the City Council approval of General Plan Amendment No. 86-2b. That in accordance with Section 66358 of the Government Code of the State of California, a public hearing before the City Council was duly called, noticed and held for the purpose of considering General Plan Amendment 86-2b as recommended by the Planning Commission. That a Negative Declaration of Environmental Impact has been prepared in conformance with the California Environmental Quality Act and is hereby approved. That General Plan Amendment No. 86-2b would be in the public interest and not detrimental to the welfare of the public or the surrounding property owners based upon the following: 1. Existing and potential noise sources that impact, or may impact, the City of Tustin have been identified. 2. Noise sensitive areas and land uses have been identified. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 27 28 Resolution 80-45 Page t~o 3. That an implementation program as outlined in Exhibit "A" will assist in accomplishing the stated objective of reducing,-to all extent as practical, any negative impacts associated with noise. 4. That the revised Noise Element as drafted is consistent with all other elements of the Tustin Area General Plan. II. The City Council does hereby approve General Plan Amendment 86-2b amending the Noise Element of the Tustin Area General Plan identified in Exhibit "A' attached hereto. PASSED AND ADOPTED at a regular meeting of the Tustin City Council, held on the day of , 1986. FRANK H. GREINKE, Mayor - MARY WYNN, City Clerk CZTY COUNCTL Frank Gretnke, Mayor Richard Edgar Donald Saltarellt Ronald Hoestery Ursula Kennedy ACKNOM. EDGDIENTS PLANNING CO~ISSION Kathy Wetl, Chairperson Charles Puckett John McCarthy Alden Baker ~"rAFF William Huston, City Manager Donald D. Lamm, Community Development Director Prepared By: Edward M. Knight, AICP, Senior Planner Jeff S. Davis, Associate Planner Laura Pickup, Assistant Planner Craig Hensley, Planning Intern Donna Orr, Administrative Secretary Corn munity Development Depart ment CHAPTER TABLE OF CONTENTS I. INTRODUCTION ..................... 1 A. PURPOSE AND REQUIREMENTS ........... 1 - 3 B. RELATIONSHIP TO OTHER ELEMENTS ......... 3 - 4 C. OEFINITIONS ............ ....... 4 - 6 II. GOALS AND POLICIES .................. 7 - 8 III. IDENTIFICATION OF NOISE SOURCES ............ 9 A. EXISTING SOURCES ................. 9 - 10 B. POTENTIAL SOURCES ..... 10 - 11 IV. IDENTIFICATION OF NOISE SENSITIVE AREAS ........ 12 A. INSTITUTIONAL FACILITIES ............. 12 B. SCHOOLS ......... C. PARKS .......... D. CHURCHES ........ V. IMPLEMENTATION PROGRAM .... VI. ENVIRONMENTAL ASSESSMENT. . . VII. APPENDICES .......... A. B. ......... 12 - 13 ......... 13 ......... 13 - 14 ......... 15 - 16 ......... 1.7 SUPPORT DATA FOR CONTOUR MAP ........... 19 24 HOUR NOISE STUDY IN BROWNING CORRIDOR, CNEL CONTOURS FOR MCAS(H) ....... 20 LIST OF TABLES AND EXHIBITS 1. NOISE CONTOUR I~P (Exh~btt 1) .............. 9.a. 2. PROJECTED CONTOURS FOR EAST TUSTIN AREA (Exhtblt 2)... 11.a. 3. PROJECTED NOISE LEVELS FOR EAST TUSTIN AREA (TABLE I).. ll.b. NOISE Et. ET~NT CHAPTER I. XMYRODUCTXON A. PURPOSE AND R£qtlXRElqENTS As requtred by Sectton 65302 of the Government Code, a ~totse Element shall be incorporated, as a mandatory element, tnto a ctty or county Genera] Plan. Genera] purposes of such an element are to provtde sufficient Information concerning the Community Noise Environment and to develop stratogtes to reduce adverse impacts of noise related factors. Specific requirements are ~o ldenttfy notse related problems and i'sSues; to 1denttfy particular noise sources; to provide a standardized mechanism for the measurement of noise generated within, or what would have an _. impact upon the study area; to establish and tmp]ement speciftc policies that address noise conditions that may adversely affect the inhabitants of this ~turtsdtctton; and final]y, to coordinate ail of this information into a document that shall be a guideline for use in the development of the land use element of the Genera] Plan. In this manner, noise compatible ]and uses can be established as well as creating a base upon which subsequent noise control ordinances are to be adopted, tlolse control measures are to be applied to extstlng conditions as we]] as in conjunction with future planning and development processing. -1- The sources of environmental notse to be considered tn thts element as required by Section 65302f of the Government Code shall include the following: . ~tghways and freeways; . Primary arterials and major local streets; . Passenger and freight on-line railroad operations and rapid transit systems; Commercial, general aviation, heliport, heltstop, and military airport operations, aircraft overflights, Jet engine test strands and all other ground facilities and maintenance; Local industrial plants, t~cluding but not limited to, railroad classification yards; Other ground stationary noise sources identified by local agencies as contributing to the community noise environment. Section 65302f further states that certain formula shall be used to present noise exposure information identifying noise levels generated from the above listed sources. For the purposes of this element, noise contours identifying exposure levels shall be shoWn in terms of Community Noise Equivalency Level (CNEL). These contours will be used as a guide for establishing a pattern of land uses in the land use element that minimizes the exposure of communitY residents to excessive noise. -2- Finally, th~s element shall include implementation measures and possible solutions thaC address existing and foreseeable noise problems. This element shall also serve as a guideline for compliance with the state's no~se insulation standards. Bo RELATIONSHTP TO OTHER ELDIENTS As required by the State Government Code, tn the preparation of a single element to a city's General Plan consideration must be given to the relationship of that element to the remaining components of the plan. Since no element of the General Plan may supersede or replace any other mandatory element, an internal consistency among elements must also be demonstrated. The other elements most relevant to the Noise £1ement are the Land Use and Housing Elements. By addressing type, locatton and denstty of land uses within the city, the Land Use Element recognizes the need for orderly and compatible development patterns. In this broad policy document, tssues relattng to noise sources and noise exposure are Incorporated in general terms. Additionally the Land Use Element addresses notse compatible land uses. More specifically related to the Noise Element, the following goals established in the Housing Element demonstrate consistency between those two elements. -3- 1. The provision of decent, safe and suitable houstng accommodations for all persons who reside in the city. 2. The provision of quality living environment with protection and preservation of the health, safety and welfare of the residents of the city. 3. The encouragement of development reducing dependency upon the automobile (thereby reducing associated noise) for transportation by locattng housing facilities convenient to service and employment centers thereby enabling walking or bicycling. As to the relationship between the remaining elements of the General Plan, where policies provide: buffer zones between transportation systems; where permanent open space ts mandated; and/or references are made to the enhancement of the general welfare of the community resulting from the improvement of environmental conditions. This Noise Element is considered to be consistent with those elements. C. I)EFI#ITIO#$ For the purposes of this Noise Element, the following definition of terms'shall be used. Decibel, db: A unit for describing the amplitude of sound, equal to 20 times the logartth of the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 mtcropascals {20 micronewtons per square meter). -4- A-Weighted Sound Level: The sound pressure level tn decibels as measured on a sound level meter usfng the A-weighting filter network. An A-weighting ftlter de-emphasizes the very low and very htgh frequency components of the sound tn a manner slmtlar to the response of the human ear and gtves good correlation wtth subjective reactions to notse. CNEL: Community Notse Equivalent Level. The average equivalent A-weighted sound level durtng a 24-hour day, obtatned after addttton of ftve dectbels to sound levels tn the eventng from 7 p.m. to l0 p.m. and after addttton of l0 dectbels to sound levels tn the nlght before 7 a.m. and after 10.p.m. Equivalent Energy Level~ LEq: The sound level corresponding to a steady state sound level containing the same total energy as a ttme varytng stgnal over a gtven sample pertod. Leg Is typically computed over l, 8 and 24 hour sample periods. Notse Exposure Contours: Ltnes drawn about a notse source Indicating constant energy levels of notse exposure. CNEL and Ldn are the metrtcs uttllzed heretn to descrtbe community exposure to notse. Ambtent: The composite of notse from all sources near and far. In thts context, the ambtent notse level constitutes the normal or extsttng level of environmental notse at a gtven ~ocatton. Intrusive Notse: That notse whtch tntrudes over and above the extstlng ambtent notse at a gtven location. The relative Intrusiveness of a sound depends upon 1ts multitude,duration, frequency and ttme of occurrence, and tonal or Informational content as wel; as the prevailing ambtent notse level. Equal Noisiness .Zones: Deftned areas or regtons of a community ~heretn the ambtent notse levels are generally stmtlar (~tthtn a range of 5 db). Typically, al1 sttes ~t~htn any gtven notse sources. -6- CHAPTER [[o GOALS AND POLZCIES Ultimately, tt ts the goal of the Notse Element to establish a standard by whtch an environment for the people that 11ye and work wtthtn the Ctty of Tusttn. may be created mfntmlztng the detrimental effects associated wtth notse. The Importance of thts goal ts magntfled when tt Is taken tnto consideration that according to the Environmental Protection Agency, approximately 80 mtllton people are s~gntftcantly tmpacted by notse~ 40 m1111on of whtch are exposed to levels that can damage thetr heartng or otherwise affect thelr health. No~se ts not only detrtmantal to well-be~ng, but also costly. The gorld Health Organization has estimated Sat over $4 btll~on ts spent by Untted States Industry each year for noise-related absenteeism, reduced effJc~ency, workman's compensatfon clatms, and mental 111ness. In addtt~on to heartng loss, no~se also can have a considerable .effect on human actfv~t~es such as communication, sleep and task performance, thereby contributing to annoyance and ~nd~rectly affecting the general state of an ~nd~vtdual's health and we11-be~ng. (Source: County of Orange, No~se £1ement) -7- Real~ztng such problems, tt ts the spectf~c objective of thts element to establish the basts from whtch future development wtth~n the Ctty of Tusttn shall be approached, at least tn part, tn terms of reductng negattve Impacts resulting from noise. Additionally, by Identifying major notse producing sources, and determining an acceptable notse level conducive to the orderly and compatlble development of the Ctty; and gtvtng proper consideration to extsttng land uses, thts element seeks to reduce tn the most appropriate manner overall no~se levels as they currently extst. -8- CHAPTER III. IDENTIFICATION OF MOISE SOURCES As required by Sectton 65302f of the Government Code, the following notse sources havng an tmpact on the Communfty Notse Environment have been Identified. A. EXISTING SOURCES The north/south Costa Hesa Freeway (Interstate 55) from Fatrhaven Avenue to Warner Avenue. (A stgntflcant portton of thts freeway ts recessed, whtch contributes favorably toward notse control.) The dtagonal northwest/southeast Santa Ana Freeway (Interstate 5), from Wtlllams Street to Myford Road. Prtmertly seven major arterial streets; Seventeenth Street, Irvtne Boulevard, Ftrst Street, McFadden Avenue, Newport Avenue, Red Ntll Avenue, Edtnger Avenue and Walnut Avenue. Exhtbtt 1 shows the notse contours for these selected street systems. The Santa Fe Ratlway 11ne tn the southern sector, runntng northwest/southeast commencing at the Intersection of the Newport Freeway and Edtnger Avenue, paralleling Moulton Parkway to Myford Road. -9- CITY OF TUSTIN NOISE CONTGUR M~P ~ MAJOR ARTERIAL U PRIMARY ARTERIAL · t~ SECONDARY ARTERIAL PROPOSED CO~SEPTUAL ALIGNMENT .... CITY BOUNDARY --,~-- CNEL CONT(Z.JR --,: ~ CNEL CONTOUR .... CNEL CONTOUR The Marine Corps Air Station (Helicopter) on the southern-most edge of Tusttn. In addition to the facility itself, the "Browning Corridor" must be considered as a noise source. The corridor is used as restricted a~rspace for helicopter operations. This airspace covers an area 1,000 feet on either side of the center line of Myford Road and extends ~nauttcal miles north of the air station boundary. A 24 hour noise study of this corridor is included in Appendix VII B of this Element. Information also contained in this appendix, as it pertains to the Browning Corridor, were compiled for the Master Plan for MCAS(H) Tusttn. The major air approach pattern to the John Wayne Airport, which traverses the city from Irvtne Boulevard at Prospect Avenue to Warner Avenue at the Newport Freeway impacts the City. The light industrial area contained within the southwestern-most sectors of the City. B. POTENTXAL SOURCES In addition to listing existing noise sources, potential sources are also t-dentifted. -10- Now sources in conjunction with and resulting from, the development of Mixed Land Uses in the presently undeveloped area bounded by Irvtne Boulevard and Interstate 5 between Myford Road and Browning Avenue. These uses may include, but are not limited to, residential units of varying density, a 50 acre auto center, and traditional commercial/retail uses. Noise that will be generated by ne~ automotive transportation systems in the East Tusttn (Peter's Canyon) area including but not limited to: The Eastern Corridor, the Foothill Corridor, the Portola Parkway, the extension of Jamboree and Myford Roads, and the reconstruction of the Myford Road/Interstate 5 interchange. Projected CNEL contours for major circulation systems within the East Tusttn area are listed tn Table I and Exhibit 2. The Sante Fe Railway line listed as an existing noise source was at one time considered as a path for a proposed high speed rat1 system (Bullet Train). Expansion of the number of flights from 41 to 55 at John Wayne Airport has been approved. Additionally, a proposal to increase the number to 7! has been suggested. However, the increase in flights is currently involved in litigation proceedings, so the precise number of future flights is undetermined. None the less, any expansion increasing the number of flights would increase the number of noise incidents impacting the community noise environment. -11- CNEL Noise Contour5 EAST TUSTIN SPECIFIC PLAN City of Tustin EXHIBIT 2 TABLE ! * FUllJRE NO!SE LEVELS EAs"r TUST!N* Roadway Lower Lake Foothi 11 Portola Racquet Hill La Coltna Irvtne Blvd. Bryan Avenue Jamboree Road Myford Distance to CNEL Contour From Centerline of Roadway (feet) North of Foothill West of Lower Lake East of Lower Lake Jamboree to Myford East of Myford West of Jamboree West of Jamboree West of Jamboree Jamboree to Myford' Browning to Jamboree Jamboree to Myford 70 CNEL 65 CNEL 60 CNEL RW 42 91 RW 38 82 RW 91 195 79 169 365 117 251 542 RW 70 151 RW 82 177 96 208 447 76 - 164 353 51 110 237 51 110 237 Santa Ana Fwy to Bryan 84 180 388 Bryan to Irvine Blvd. 77 167 359 Irvtne Blvd. to La Colina 88 190 410 La Colina to Racquet Hill 93 200 431 Racquet Hill to Portola 87 188 404 Portola to Foothill 72 156 335 Foothill to Myford 56 120 258 Santa Ana Fwy to Laguna 101 217 468 Laguna to Bryan 84 180 388 Bryan to Irvtne Blvd. 86 185 399 Irvine Blvd. to Portola 87 188 404 Portola to Jamboree 77 167 359 North to Jamboree 64 138 298 RW - indicates contour falls within road right-of-way * - Projected noise contours were established as if no mitigating noise reduction measures would be utilized. CHAPTER IV. IDENTIFICATION OF NOISE SENSITIVE AREAS As important as it ts to tdentffy sources of notse generation, areas that are sensitive, by nature of thetr particular land uses to the impacts of notse, must also be 11sted. Such areas are: A. IIISTITUTIO#AL FACILITIES Health Care Medtcal Center (Hospital) at 14662 Newport Avenue. Tusttn Hactenda (rest home) at 240 East Thtrd Street. Nestern Neurological Care Center at 165 Myrtle Street. Tusttn Manor (rest and care home) at 1051 Bryan,Avenue. Tustln Gardens (senior ctttzen houstng) at 275 6th Street. SCHOOLS Footht11 High School at 19251 Dodge Avenue Htllvtew High School at 19061 Foothtll Blvd, Tusttn Htgh School at 1171Laguna Road Columbus Tusttn Intermediate at 17952 Benta Nay Currte Intermediate at 1402 Sycamore Avenue 'Hewes Intermediate at 13232 Hewes Gutn Foss (Adult Education) at 18492 Vanderltp Avenue Arroyo Elementary at 11112 Coronel Road Estock Elementary at 1474! N. "B" Street -12- Hetdeman Elementary at 1557! Wt111ams Street Loma Vista £1ementary at 13822 Prospect Avenue Nelson Elementary at 14392 Browntng Avenue Thorman Elementary at 1402 Sycamore Avenue Tusttn Memertal Elementary at 12712 Browntng Avenue Veeh Elementary at 1701 San Ouan Utt School Stte (presently leased to a private school however may be re-opened as a publlc school site) C. PARIS Peppertree Park at Ftrst and "C" Street Ptne Tree Park at Redhi11 and Bryan Avenue Centennial Park at Sycamore and Devonshire Frontier Park at Mitchell and Utt Utt Park at Nisson and Pasadena Magnolia Tree Park at Alder and Fig Tree North Tustin Parkette at Santa Clara and Fatrmont McFadden Park at McFadden and Pasadena Columbus Tusttn Park at Prospect and Irvine 81vd. O. CHURCHES 1st Christian Church of Tusttn at 1362 Irvtne Blvd. 1st Advent Christian Church at S55 W. Main Street Tusttn Presbyterian Church at 225 ~. Main Street (wtth preschool) -13- Jehovah's Witnesses at 170 Pasadena Church of Christ at 16481W. Main 1st Southern Baptist Church at 13841Redht11 (with private school) Church of Sctentology at 14511rvtne Blvd. 1st Church of Christ Scientist at 140 £. Math St. Cecelta's Catholic Church at 130! Sycamore (w~th private school) B'Nat Israel at 655 "B" Street RedhJll Lutheran Church at 13232 Redh~11 (with private school) St. Jeanne de Lestonnac Convent (with private elementary school). -14- CIIAPTER VI. ~PLDIENTAT~OII PROGRA# These Implementation pollctes suggest general prtortty pollctes for the ctty of Tusttn to follo~ tn Implementing th~s Element of the General Plan. The ctty shall: Revtew development to avotd extsttng notse tmpact areas unttl operational changes or other notse abatement measures are Implemented. Act to reduce notse levels and encourage development of noise-reducing materials and equipment tn 1ts purchasing poltcy. gotse should be made a consideration tn ctty purchasing decisions for equ¶pment producing notse levels greater than 65 dB(A) at 50 feet under normal operating conditions. Recommended poltcy ts that purchase of less notsy 1rem should be requtred tf reduction ts 5 dB from notster 1rem and cost ts no more than 1.! t~mes greater, or notse reduction ts 10 dB over competitive Item and cost ts no more than 1.25 t~mes greater. Discourage regional, s~ate or federal acttons whtch tncrease the noise levels ~n the c~ty, and take a strong stand on actions whtch Increase the noise levels beyond acceptable 11mtts. -15- Aid in, and strongly encourage, the enforcement of federal and state standards for noise-producing equipment including cars, motorcycles, trucks, etc. Work with the Orange County Airport Land Use Commission in developing a plan for compatible use in airport noise and crash hazard areas. Discourage actions by private developers which increase noise impact or do not account for noise impact already existing when feasible alternative actions exist. Encourage the use of circulation systems which do not produce high noise levels, including bicycle and pedestrian systems. Not allow credit for open space areas in developments in zones with a.CNEL 65+ except when shielded from noise sources by appropriate noise barriers. Maintain and revise as necessary a comprehensive noise ordinance relating to noise sources and requiring sound insulation in building construction in all noise impact areas proposed for r~stdential or other noise-sensitive development. -16- CIIAPTER VZ. E#VI'RON~IENTAL ASSESSMENT The Noise Element as drafted will have no adverse impact on the environment and in fact is designed to enhance the quality of living within the city of Tusttn. Oocumentatton supporting the finding of no adverse impact is found in the initial study questionnaire completed for the Negative Declaration of Environmental Impact prepared in conjunction with this project. -17- VII. APPENDICES -18- A. SUPPORT DATA FOR CORTOUR gAP (Exhtbtt 1) -19- FHWA ,, ~q{WAY TRAPFIC NOISE PREDICTIOb First Street between Centennial& Prospect ADT - 22500 S Speed in mph 30 30 30 NX Traffic Volume (per hour) A - Automobiles 1413 922 233 M ~ Medium trucks 29 19 4 H - Heav~ trucks 14 9 2 c~ Site descriptor (Soft - 0.§) .5 .S .5 (~ard - 0.0) D Distance co Roadway in ~eeC , ,, 50 50 50  An~le Co Segment (I~shC) -90 -90 -90 Anzle to Se~nenc (Left) 90 90 90 Leq Hourly Equivalent Sound Level (dBA) A - Aut~mobiles 64.8 62.9 57.0 ~ - )de~ trt~ks 56.7 54.8 48.9 ~.y Hea~-/ trucks 60.1 58.3 ~2.3 T - Combined Total (dEA) §6.5 64.7 58.7 LEq - 64'.67 CNEL - 67.97 LDN - 67.37-. 79. · 60, l?O. ~', 55. 307. 50. 792. 45, 1707. PKOO~&',I 425-D 6-4-84 A-1 FHWA HIGHWAY TRAI~I¢ NCISE PRI~DIC'flON First Street between 55 Frwy. & Prospect Speed in mph 30 30 30 Tra/fic Vo~uma (per hour) ' I - lu=~obil~ 1372 895 226 M - Medi~ =rucb 28 18 4 H -HeaW ~ruc~ 14 9 2 Site d~cripcor (Soft - 0.~) .~ .5 .~ Distance Co Roadwa~ ~n feec .... 50 50 }0 ~gle =o Se~en: (~gh:) q ~la :o Se~ent flare) 90 ~0 ~0 " Hourly Eq~vale:: Sound L~el (dBA) A - AuC~obil~ 64,7 62,8 56,8 M- ~di~ :r~ 56,6 54,7 ~ .48,7 H - llea~ :ruc~ 60,0 58.1 52.2 T - Combine4 Total (dBA) 66,4 64.6 }~,6 LEQ = 64,54 CNEL = 67,84 LDN = 67,25 69. ';,5. P P,O~ 425-D 6-4-84 A-2 50. 76~, FHWA HIGHWAY TRAFFIC NOISE PREDICTION First Street between Centinnial & Newport~Ave. ~T m 1620~ : DAYTIME EVENIN, NIGHTTI~ .~ Speed in mph 30 30 30 NX T~affi¢ Volu~e (per hour) ' A - Automobiles 1017 664 167 H - Medi~ Cruc~ 20 13 3 H - He~ =ruc~ 10 ~ Site d~cr~cor (Soft - 0.5) D Distance co Ro~a7 ~ feec  Antls co Seine ~le to Se~ent (~9~) q~ qa qn Leq Hourly J~valen= Sound L~el (dBA) A - Auc~bll~ 63.4 61.5 55.5 M- ~ Cr~ 55.3 53.4 47.4 T - C~bined To=al (dBA) ~q - 63.24 CNEL = 66.§~ LDN - 65.95 135. '55. 292. 629, 45. 1356. P~O~A~ 425-D 6-4-84 FHWA HIGh"WAY TRAFFIC NOISE PP~u£CTION Irvine Blvd. between 55 Frwy. & Prospect 32050 YTIME Speed in mph 35 35 35 Traffic Volu~e (per hour) ' A - Automobiles 2012 1314 331 H m Heal~, trucks 20 13 3 Sita d~cr~to= (Sof~ = 0.5) .5 .S .5 Dis=ance ~o ~oadway in fee= 50 50 50 ~le =o Se~n= (~hc) -90 -90 ~le to Se~ent (Left) 90 90 90 Ho~ly ~val~ Sound ~el (dBA) A - Auc~bil~ 68.0 66.2 60.2 M - ~ Cr~ 59.8 58.0 52.0 H - Hea~ C~c~ 62.6 60.8 5~.8 T - C~b~ned To=al ~dBA) -' 69.6 67.8 61.8 L~Q = 67.74 CNEL = 71.04 LDN - 70.44 70. 125. PROORAM 425-D 6-4-84 A-4 60. 270. 55. 50. 1255. 2705. FHWA..~IGHWAY TRAFFIC NOISE ~REDICTIO~ . Irvine. Blvd. between Prospect & Holt ADT - 24400 S ~ Speed ia mph 35 35 35 " NZ T~ra~fic Volume (par hour) · I - Au=o~obiles 1532 1000 ] 252 ~ H - Hedi~ =~c~ 31 20 ] 5 .::l H - Hea~ cruc~ 15 10 ] 2 ~ ~ site d~cripCor (Sol= - 0.5) .5 .5 ~: (~ard - 0.0) DisCan~9,u Co Roadway in feec 50 50  ~81e co Seine L~ Ho~ly ~val~= Sound L~el (dBA) A - Au=~obil~ 66.8 65.0 59.0 M - ~ :r~ 58.6 56.8 50.8 T - Combined Tq~al (dBa) ~8,4 66.6 LEq - 66.55 CNEL - 69.86 LDN - 69.~6 65. 1U'/' . 232. 95. 499. 50. 1077. A-5 45. 2 3 '> FHWA HIGHWAY TRAFFIC NOISE PREDICTION IrvinelBlvd. between Holt Ave. and Myford ~- 22050 DAY~ S Speed tn mpb r 35 3~ NX Traffic Volume (per hour) , ' A - AuCo~obiles 1384 904 228 H - Medium trucks 28 18 4 I, H - Hear7 trucks 14 9 2 o~ . S~ce descriptor (Soft - 0.5) .5 <~ard - o.o) D Distance .Co Roadway in feeC 50 ~[ ~ ~,. co S.~.n, <=,h,) -~0 -~0 -~0 An~le ~o Segment (Left) Leq ~ Hourly Equivalent Sound Level (dBA) A - Auco~obil~s 66.4 ~4.5 58.6 H - Hed~um trucks 58.2 1t - tloavy Crttck~l ~1_O ,] T - Comb~ed T0Cal (dBA) __ . fi~.fl ~.l L~Q m 66.11 CN~L m 69.42 LDN - 68..82' ~0, 211. 55. 496, 90, 9E2, PROOR,~2$ 425-D ~-4-s~ 2116. FHWA BiGHWAY TP, AFFIC NOISE PREDICTION McFadden between Lyon & Williams 18~50 35 35 S Speed in mph NX Traffic Volume (per hour) 1158 756 191 ' A - AuCo~obiles 23 16 23 3 ~ -~adtum =rucks 11 7 1 H - Heav~ =tucks (Tc,,.rd - o.o2 50 50 50 D Di{tan,c{ ,~ Roa,4~e~, in feet  z -90 -90 -9O Am{lm ~ Seine (]~L~hC) 90 90 90 Anzle Co Seamen= Leq Hourly ~quivalen~ Sound Level (dBA) 65.6 63.8 57.8 A - Au=cmob~les 5.7.4 55.6 49.6 M - Mec~um =tucks 60.2 58.4 52.4 H -'Heavy =tucks 67.2 65.~ 59.4 ? - Combine4 Total · ' LEQ - 65.34 CRKL - 68.64 LDN - 68.05. I b'l, 5.5. PKDG~ 425-D 6-4-84 A-7 45. 1871. ~n%/A :HIGHWAY TRAFFIC NOISE P~UI~TION . McFadden between Williams & Walnut 25500 Speed in mph 35 35 35 ~f~ Vol~e. (pe~ ~ou~) , A - AuC~b~l~ 1601 1045 26~ S'~=e d~c=~o= (Soft - 0.5) .5 .5 .5 D~sCance ~o Roa4w~ in feet 50 50 50 ~Ble co 8e~c (~h=) -90 -90 -90 ~-le =O S-~ent (Left} 90 90 90 Ho~ly ~val~C Sold ~el (d~) I - lu~bil~ 67.0 65.2 59.2 H - liea~ ~c~ 61.7 59.8 53.8 T m C~ned TgSa% ~dBA) 68.6 66.8 60.8 LEQ m 66.74 C~1]~ = 70.05 LDN = 69.45 107. 'PJ2GP. AM 425-D ~-4-84 dO. 232. 499. lO??. 45° 2320. FHWA HIGHWAY TRAFFIC NOISE PREDICTION McFadden between Walnut & Newport AZm- S Sgee~ in mmh im NX Traffic Volume (per hour) ' A -Aucomobiles ?34 479 121 H = Hea~ C~c~ ._ 7 a 1 ~ Site d~cr~=o= (Soft = 0.5) .5 .5 D D%sCaa~, ~o Eoadwa7 in ~ee= 50 SO 50  ~a ~o Se~nC (~b=) -gO ~ela ~o Se~t fLaft) L~ He=17 ~v~= Sound L~el (dBA) T - C~bined T~ai (dBA) ~ -' 63.36 CNEL = 66.66 LDN = 66.07 65. 64. 60. 139. 55. 301. P~ 6,25-D 6-4-84 649. 139B~. A-9 ~{WA HIGHWAY TRAFFIC NOISE PREDICTION Wa]nut. Ave. @ ~tersection of Newport 14150 Speed in mph 40 49 40 A - .*.uComob/Le. 888 580 146 H -Hedtum trucks 18 1~ 3 H - HeaW Cruc~ 9 Site d~cripcor (Soft - 0.5) ( erd - 0.0) O~s~anc~ ~o ~oadwa~ in fme~ 50 50 50 ~le to g~ent (La~) 90 90 Ho~iF ~val~c Sound ~el (dBA) H - Hea~ c~c~ 59.9 58.1 52.1 T - C~i~ed Toga1 (4~) 67.4 65.5 ~,~ LEQ - 65.53 CNEL - 68.8~ LDN - 68.2~ 65. 60. 19:~. 55. ~15. 50. 895. PRDGRA~ 425-D 6-4-84 A-10 45. 1930. FEWA HIGHWAY TRAFPIC NOISE PREDICTION Walnut'Ave. @ )ntersection of Red Hill AI~ - 1/800 pAYTI~ E~NING NIGHTTE, s SPeed in mph .... 40 40 40 ~X T~i¢ Volu~ (pe~ hour) ' A - AuCo~obiles 803 524 132 .. . ~ - Eea~ truc~ 8 5 ~ Si~e d~crip[or (So~ m 0,5) (~rd ' 0.0} _ D Distanca to Roadway ~ ~eet 50 50 50  ~&le ~o Seine (~sh=) -90 -90 -90 ~la to Se~ent flare) 90 90 90 L~ Hou=ly ~val~t Soun~ ~el A - Aut~obil~ 65,5 63,7 57.7 M m ~) tr~ 57.2 55.4 49.4 H - Hea~ =~c~ 59.5 57.7 51.7 LEq = 65.10 CNEL = 68.4Q LDN = 67.80 ~4. 60. 181, 55. " ~91, PO. 842, PR0~R~I 425-D 6-4-84 A-Il FHWA HIGHWAY TRAFFIC NOIS~. PP, EDICTION ~lnut Aye, between Bro~ni. ng& Franklin : 18700 S Speed in mdb 35 35 35 NX Tr~fic Volume (per hour) ' A - AuCamob~les 1174 766 193 M -~edtum :z~aks 24 15 3 H - Heav~ trucks 12 7 1 ~ S~Ce d~cr~pCor (SofC - 0.5) .5 .5 .5 ( re- 0.0) ..... D D~sCanqe =o Koadway ~n fee= 50 50 50  ~le Co Se~uc (~hC) -~0 -~0 ~zle =o Se~en= (Lef~ 90 90 90 Leq Ho~ly Eq~val~c Sou~ ~vel (dBA) A - ~C~bil~ 65.7 63.8 57.9 M- ~ =r~ 57.5 55.6 49.7 H - Hea~ c~e~ 60.3 58,.5 52.5 T - C~b~ne4 To=~% ~dBA) 67,3 65.4 59.4 IZQ - 65.40 ~ - 68.70 LDN - 68.10' 88. 60. 190. 409, 50. 862. pp~op, e~f 425-D 6-4-84 A-12 45, 1900. FHT~A &"~IT~AY TRAFFIC NOISE PREDICTIO~ Walnut Ave. between Red Hill & Browning " ADT m l~.~.~n : DAYTIME EVENIN~ N~GHTTIME S Speed in mph 35 35 35 Nx ~Xaf~c Volume (par hour) , A - Automobiles 907 592 149 H ' Mod:Lure =tucks 18 12 3 H - Hea~. =~c~ ....9 6 1 ~ S~:e d~c=~co= (Sol: - 0.5) .5 .5 .5 D D~sCance =o Ro~way ~ feec .... 50 ., 50 50  ~le co Se~nc (~Shc) -90 -90 -90 ~le to Se~t (Lmft) 90 90 90 L~ Ho=ly ~val~: Sold ~el (4~) A - AuC~bil~ 64.6 62.7 56.7 H - Hma~ c~c~ .. 59.2 57.3 51.4 T - Combined Total (~BA) 66.1 64.3 58.3 LEQ - 64.28 CN~L .. 67.58 LDN -. 66.98~ 65, 74. 60. 160, .55. 345. ~0o 745, PRO~I 425-D 6-4-84 A-13 45. 1605 Flora HIGHWAY TRAFFIC NOISE PREDICTION Wa] nut .Ave. betwee. Fra.k]~n & Myford ~ 9500 EVEN Speed in mph 45 4~ 45 ,Traffic Vol~ (per hour) A - Automobiles 596 389 98 H - Hed~um trucks 12 8 2 H - Heavy trucks 6 4 1 S~te descriptor (Soft - 0.5) .5 .5' .5 (~,rd - 0.0) Distance to Roadway in feeC ~le Co Se~n~ ~le Co Se~enC (Le~) A - ~c~bil~ 65.5 63.7 57.7 M- ~ Cr~ 57.2 55.3 49.3 H ~ Hea~ Cruc~ 59.0 57.l T - C~b~ned Total (dBA) LEq - 65.00 CNEL - 68.30. LDN - 67.70 65. 82, PROOILaJI 425-D 6-4-84 A-lq 60, 50. FHWA HIGHWAY TRAFFIC NOISE PKEDICTION Ed~nger. between 55 Fr,~,y, & Del Arno ~. ~ph 40 Volume (pm= ~C~b~l~ 1475 963 243 Hea~ t~c~ ,. .' d~c=~co= (Sol= - 0.5) .... ~d. 0.0) ..... O~scance co ~o~way ~ ~ee~ . co Se~c (~Shc) co Se~c (~fcl 9n ~v~= So~ ~el (dBA) ~ C~ 59.9 58.0 52.0 C~ined Total, (dBA). ~.~ LEQ - 67.73 CNEL - 71.04. LDN - 70.44 P P.~'~ 425-D 6-4-84 A-15 60. 270. 45. 270~. FHWA HIGHWAY 'TRAFFIC NOISE PREDICTION Edinger between Del Amo & Red Hill 13450 S S=eed in mph 40 40 40 Nx T~afft~ Volume (pe~ hou~) , A - Aucoo~btles 844 551 139 H -Med~u~ Crucks 17 11 2 H - He~ C~c~ 8 5 1 ~ 'S~ce d~cr~cor (Soft - 0.5) .5 .5 .5 D D~cance co ~vay ~ ~eeC . 50 50  ~le co Se~c (~ShC) -90 ~fle Co San~C (t.fc) 90 90 A - ~C~b~ 65.7 63.9 57.9 H - Hea~ C~c~ sg,7 57.9 51.9 T - C~b~ned T~Ca% (dBA) 67.2 65.3 LEq = 65.31 CNEL = 68,61 LDN - 68.02-. 86. 1 8? · 55. 40~, PKOGV.,~ 425-D 6-4-84 A-16 50. 45. 18'71. FItWA HIGHWAY TRAFFIC NOISE PREDICTION Moulto.n Pkwy. between Red Hill & Harvard 6700 DAYTIME N2GH' S Speed in mph 50 .., 50 50 Nx T~af~ie Volum~ (per hour) ' I - Auc~obtl~s 420 274 69 ~ ~i~e d~crip~or (Sof~ - 0.3) .5 .5 .5 - 0.0} ,,. D Dts~a~ca,,,~o Roadvay ~ fee~ 60 60 60  ~1~ Co Se~n~ (~h~) -90 -90 ~ele co Se~en~ ft4~) 90 L~ Ho~ly ~vai~ Sold ~vel (d~) A - ~b~ 64.0 62.~ H - ~ Cr~ 55.6 53.7 47.7 H - H~a~ =~c~ 56.9 ~.1 69.1 T - C~ined TgCal (dBA) 65.2 LEQ - 63.37 CNEL - 66.67. LDN = 66.08 77 . 1~ 425-D 6-4-84 A-17 60. 107. 55, 361. ~0, 77bo FHWA HIGHWAY TRAFFIC NOISE PREDICTION 17th.b~twee. Tust~n & 55 Frwy. = 41900 ~ Nx Traffic Volu~e (per hour) ' A - Auco~obiles 2631 1717 433 H -l~ditm trucks 54 35 8 H ~ He~ C~c~ 27 17 4 ~ 'S~c~ d~cr~cor (Soft - 0.5) .5 .5 .5 D Distance ~o Roadwa~ in feec 60 60 60 L~ Ho~ly ~val~= Sound ~el (dBA) A - Aut~b~ 70.8 ~8.9 62.9 T - C~bined To~al fda,} 72,1 70.] LEQ - 70.26 CNEL - 73.$6: LDN = 72.96 ~. 224. 40. 55, 1042. PROGRAM 425-D 6-4-84 A-18 ~0. 2246. 4 5~. 4839. 'I~WA HIGHWAY TRAFFIC NOISE PREDICTION 17th betwee. 55 F~wy. & Yorba . 36900 $ ~ Spee~ in ~p~ 45 45 45 ' A - ~C~bil~ . 2317 ~ll 382 :. H - He~ ~c~ 23 ~ 3 ~ ' SiCa d~cr~co= (Sof=- 0.~) .~ .~ .~ <~rd - o.0) D Dls~a~a _co Ro~way ~ fae~ · 60 60 60  ~le =o Se~C (~hC) -90 -90 -90 ~=le ~o Se~ (Lef~) 90 90 90 L~ ~=17 ~v~c Sold ~el (~) A - ~C~b~ 70.2 68.~ 62.4 M - ~ ~ 61.9 60.0 54.0 H - Hea~ ~ 63.7 61.8 55.8 T - C~ined Tocal ~dBA) 71.6 69.7 63.7 LEQ = 69.70 CNEL = 73.01 LDN = 72.4~ . 7Uo 21J~. 60. 441. 55. ?EOG'EA~ 423-D 6-4-84 50. 204~.. .' · FHI4A HIGHWAY TRAFFIC NOISE PREDICTION 17th between Yorba & Prospect :. ......... UAYTll~E ~-vF. NING NIGHTTIME :_; Speed in ~ 45 45 45 ~X ~fic Vol~ (per hour) . , A ~ ~1~ 2053 1340 338 M - ~i~ ~c~ 42 27 6 H - He~ C~c~ 21 13 3 ~ Site d~cr~cor (Sof~ - 0.5) .5 .5 .5 ~d = 0.0) D D~sCance ~o Ro~w~ ~ feet 60 60 60 Leq Ho~ly ~v~c So~ ~el (d~) A g ~C~b~ . 69.7 67.8 61.9 H- ~ cr~ 61.3 59.5 53.5 I~EQ - 69.18 C~l~'. m 72.4& 70. lb'y, 40G, 90. 1~97. PROGRAM 425-D 6-4-84 A-20 · I;HT. dA ,~GHWA¥ TRAFFIC NOISE PREDTCTTON 17th bqtween Prospect & Holt 27350 ,'.; S~e~d ~ mph 45 45 45 ~1x 1~£tc VoZume (per hour) . ~ D~uce. co ~o~v~ ~ ~ee~ 50 ~0 ~0 A - ~g~b~ 70.1 68.2 62.3 · 61.8 59.9 53.9 H - He~ c~e~ 63.5 61.7 , 55,7 T u C~tned Total (4B~} 71.5 69.6 63.6 T~Q - 69.59 ". CN'EL - 72.89 LDN - 72.~0 70° 7~. 65. dO, 302, PROG~A~ 425-D 6-4-84 A-21 'TBO, ~0. 1681. 4 ~62~, FHWA H~GHTWAY TRAFFIC NOISE PREDICTION 17th Street between Hewes and Newport ~ S~e~l tn mph 35 35 35 gX '~'a~fl¢ ?olume (7ozhau=)" (~d - 0.0) Ho~ly ~v~c Sound ~ml (d~A) ~ ' ~ C~ 56.8 54.9 49.0 LEq - 64.69 C~m'.. 68.0~- LD~ - 67.~0 7~. 170. 3~7. 70. 792. r R~GIL~i 6,25-D 6-4-84 A-22 45. 1707. · FHWA ~--.%I~A¥ TRAFFIC NOISE PREDICTI0~ Newport Ave. @ ~ntersection of 0Id lrvine ADT m 195( ~ Speed ~ ~h 35 35 35 ~X ~f~c Vol~ (pe~ hour) D D~s:an~e Co Ro~w~ ~ feec L~ Ho~17 ~val~C Sold L~el (dBA) A - ~C~b~ 65,9 64.0 58,0 H - ~ C~ ' 57,7 55.8 49~8 J_ H- He~ C~c~ 60.5 58.6 ~2.7 LEQ - 65.58 CN~L - 68.g8 LDN - 68.29 65. 90. 60, 196. 55. 422, 50. 909. ?B. OG~. 425-0 ~-4-84 A-23 45. 1960. FHWA HIGHWAY TRAFFIC !tOISE PReDiCTIoN Newport Ave, between Irv~ne & Byran ...... --r -f wv- ~&z'%'l~. EVENING NIGHTTIME :;_._ Speed in mph 35 35 35 gx Traffic Volume (pe~ hour) " A - AuComob~3.e~ 17021 1111 280 H - Hed~um ~ucks 351 22 5 ...... .. H - Heav~ t~ucks 17~ 11 2 ~ Site d~c~iptor (SoEt = 0.5) .5 .5 D Distance ~o ~adw~ in fee, t 62 62 62  ~le to Se~ut (~hc) -90 -90 -90 Leq Ho~i~ ~val~ Sound ~el (dBA) A - ~t~ob~ 65.9 64.0 58.1 57.7 55.9 49.9 ~ ' Hea~ ~c~ 60.5 58.7 52.7 T - C~blqed Total (dBA~ 67-.5 65.6 59.6 LEQ - 65.61 C~ - 68.91 LDN= 68.31" 112. 60. 2~3 . 55. 523. 50. 112~. PROGRA~ 425-D 6-4-84 24~. Fl{WA H~IGHWAY TI~AFPIC NOISE PREDICTION Newport Ave. between Bryan & Main ~,'.; S~ee~ im ,1,ph 35 ~X T~:a~ic VoXtme (pe~: hou=) . . A - ~C~bil~ ~29 998 252 ~ - ~di~ ~c~ .. 31 20 5 H - H~ c=uc~ 1~ 10 2 ~ Site d~c=ipcor (So~c -0.5) .5 ( rd - 0.0 D DSscauce Co Ro~w~ ~ fee~ . 50  ~la co Seine (~Shc) -90 -90 -90 ~la to S~ent (La~t) 90 90 90 Leq Ho~ly ~v~c Sold ~vel (dBA) A - ~C~bil~ 66.8 65.0 S9.0 H- ~ c~ ' 58.6 ~6.8 ~0.8 H - He~ t~c~ 61.4 S9.6 53.6 ' T - C~hi.~ T~C~i (4~) 6S.~ 66.6 60.6 L~.Q = 66.54 C~EL = 69.85. LDN ,- 69.25 100. 60. 22g,. 55. 50. 106U, 45. 2285. PRO~B. AM 425-D 6-4-84 40, e 492~!, A-25 · ~¢HWA HIGHWAY TRAFFIC 'NOISE PR~.DlCTION Newport Ave. between Main & M[tche] ! -~.. r ~f I~ nl . gAYTIMB EVENING' NIGHTTIME .~;~.. Speed in mph 35 35 35 Nx Traffic Volume (per hour) . .. H - Hea~ ~c~ 20 13 3 ~ 'S~a d~cr~or (Sof~ - 0.5) .5 .5 .5 - o.0) D D~s~ance to Ro~wa~ ~ feet 50 50 50 -90 -90 -90 90 90 90 Ho~y ~va~: Sold ~e~ (dBA) ~ '. - C b~ e o a dBA . 69.6. 67.~~ LEQ - 67.74 CNEL - 71.04 LDN - 70.44: 50. 1255. PROGRAH 425-D 6-4-84 A-26 45. 270~,. . rr~WA t~.G~WAY TRAFFIC NOISE PREDICTION Newport between Mitchell and Walnut : .~j. Speed In mph 35 35 35 NX ~Xafftc Volume (pe~ hour). , A - AuComobLle~ , ].592 1039 262 H ~Hedtum :~ucks : 32 21 5 _.. · H - Hear7 t:uc~a 16 10 2 ~ Site 4~c:iptot (Soft - O.~) : .... (~rd = 0.0) D Die.nee to ~oad~a7 ~ feet ,,, 50 50 50 Leq ~o~7 ~va~: Sold ~vel (dBA) A - AuC~ob~ ' 67.0 65.1 59.2 58.8 57.0 51.0 ~ - EeaW C~e~ 61,6 59~.8 53.8 T - C~ned Total ~dB~ 68~6 66.7~ 60.8 T.w.Q . 66.72 C~T. - 70.02 LDN - 69.43' 70. 50. 107. 60, 232. 499, 50. 107'/. P~0~RA~ 425-0 6-4-84 A-27 4 5;. ~z2U. · ,HWA HIGI{WAY t'I{AFFIC NOISE PIU~D~CTZON Newport Ave. between Walnut & Southerly Terminus .......... ., UAX%'[MK ~-VENING NIGHTTIME .%;. Svaad in mph 35 35 35 ~X Traffic Vol~ (pe~ hou=) . D ~is=anc~ Co Ro~way tn feec· 50 50 ~0 ~le to ~e~t (La~) qn 90 90 Leq Ho~i~ ~v~= Sold ~el (dBA) A ~ AuC~bil~ H- ~ Cr~ 56.1 54.3 48.3 LEQ - 64.05 CNEL - 67.35 LDN ,, 66.75: 65. PKOGKAM 425-D ~0. 155. 335. 50. 722. 45. 1557. A-25 ~ I~A HIGI~WAY TRAFFIC NOISE PREDICTION Red Ht.ll between Irvine Blvd. & Byran Ave. , & - A~ComobAl~, 860 561 l.~ Ho~ly ~v~c Sou~ ~el (dBA) A - ~c~b~ 64.3 62.5 56.5 . 56.1 5~.3 ~8.3 t~.q = 64.05 ~ = 67.35 ;.,Z)N = 66.73 65. 72. PI~l~f 42.~-D 6-4-84 A-29 335. 50. 722. 45. 1557. FHWA H.IGTgJAY TRAFFIC NOISE P~EDICTION Red Hill between San Juan & Edinger ......... W DAYTIME D'~NING NIGHTTIME ~X Tr~c Vol~ (pe~ ~ur) , A - ~b~l~ 193~ 1262 319 M - ~i~ ~c~ 39 2~ 6 ~ Si=a d~cr~r (Sof~ - 0.5) .5 .5 .5 D D~sCance Co ~o~4w~ ~ feet 50 50 50 · -90 -90 -90 Ho~ly ~v~c Sound ~1 (dBA) L~ A - ~C~b~ . 67.8 ~.0 ~0.0 M - ~ tr~ ~9.7. 57.8 Sl. 8 ~ ' ' i · BA ' ~ ~ 61.6 T~;J~ m 67.56 CEEL" 70.87:' LDN - 70.27 70, 57 · 03. 125. ?ROG11AN 425-D 5-4-86, A-30 60. 55. 57~. 50, 12~6. 49. 2664. Red Hill between .FflWA RzGHWAY TRAFFIC NOISE PREDICTION £dinger & Warner 26750 EVENIN :.:__._ Speed in mph I 40 40 40 NX Traffic Volume (per hour) , A - Aut~m~bilms 1680 1096 277 H - ~di~ =~c~ 34 22 5 .._ H - Hea~ t~c~ 17 11 2 ~ Si:e 4~c=ip:o= (Sof:- 0.5) .5 .5 .5 D Dis:amcm ~o Eo~wa~ ~ fee: 50 50 50 ~ele tO Se~t (t~) 90 90 90 L HO~ly ~Va~: Sound Level (dBA) eq A - Au:~b~ 68.7 66.9 60.9 H- ~ :r~ ' 60.4 58.6 52.6 H - Hea~ =~c~ 62.7 60.9 54.9 ' T - C~iged Tg=al ~dBA) 70.2 68.3 62.3 LEQ - 68.30 CNEL = 71.60 LDN - 71.00' 70. ~. 65. 137. 60. 296. 55. 639, PRO~R~I 425-D 6-4-84 A-31 50. 1377, 2966~. Noise contours calculated by: for the following streets are based on Mestre-Gretve Associates 280 Newport Center Dr., Suite 230 Newport Beach, CA 92660 information Roadway Irvine Blvd. between Red Hill and Browning Myford Rd. South of I-5 Future Jamboree South of I-5 to Moulton Parkway Distance to CNEL Contour From Center line of Roadway (feet) 70 CNEL 65 CNEL 60 CN£L 48 103 220 31 67 145 63 135 291 B. 24 HOUR NOISE STUDY IN BROffNING CORRIDOR; CNEL CONTOURS FOR HCAS(H) TUSTIN. Cou NTY 01= -*'s HEALTH CARE AGENCY RANGE PUBLIC HEALTH AN[3 MEDICAL SERVICES ENVIRONMm~NT&&. HEALTH March 24, 1986 TOM UI~I~M DIRECTOR m. REX EHLING, HEAl. TH OF~ II 725 WEST I 7TH ETREET SANTA ANA. CA ~Z706 T[&.EPHON [: 754/114-7601 MAIL. IN(~ ADDRESSz le.O. BOX 355 SANTA ANA: CA ~702 Jeff Davis Associate Planner Community Development Department 300 Centennial Way Tustin, CA 92680 Subject: Helicoptor Noise Study In the East Tustin Browning Air Corridor. Dear Mr. Davis: At your request a noise study was performed on January 10, 1986 near the intersection of Myford Road and Irvine Blvd. in the City of Tustin, to determine what noise exposure could be expected from helicopters flying the "Browning Corridor" to the Santa Ana Marine Air Station (ETA). ' Two methods were used to measure the intruding noise. (1) a Digital Acoustics Type 603 recording sound .level was installed in a City of Tustin pickup truck. The recording was then continued for twenty four hours in an attempt to determine the single event (SENEL or SEL} for each fly by. {2) a Digital Acoustic Type 607 community noise monitor in conjunction with a Hewlett Packard Type 7155 chart recorder to obtain a graphical recording as an addition to the digital print out while visual observations were being made. The Marine Corp assisted in identifying the different helicopter not only by type but by the individual aircraft number. This method worked fine as long as visual observations were being made. The recorded data could not be correlated with the flight number provided by the airbase. For the twenty four hour period the numbef of flights using the corridor were eighty eight, while only fifty two exceeded the noise measurement system of 65 dB(A). This means that regardless of the type of helicopter or direction of travel, only slightly more than 50% exceeded the 65 dB(A) level. This did result in noise exposure of up to a maximum of 85 dB(A) and interuption in conversations for approximately 30 seconds. The study did show that when visual observations were being made, accurate measurements were obtained. When recorded measurements were used the noise exposure could not be determined. Jeff Davis Associate Planner Community Development Department March 24, 1986 Page 2 It is recommended that because of the importance of this noise intrusion additional monitored studies should be made. If you have any questions please call me at 834-6798. Very truly yours, Ellwyn Brickson, R.S. Noise Control Specialist Environmental Heal th EB:bd pl nnin Commission DATE: SUBdECT: EIIVIROIg~.dlT~ STATUS: AGI'ION: RARQI 10, '1986 REVISIONS OF THE NOISE ELEI4ENT OF A IE6ATIYE DECIJUIATION OF EI~IRONI~:IrrlL 1NPACT HAS BEEN PREPARED IN CONFORRANCE WTTH THE REQUIREflEN'r$ OF THE CALIFORNIA TO NqEND THE NOISE EI.EHEST OF THE TUSTIN AREA GENERAL PLAN REC01g4ENDATZON: It is recommended that the Commission recommend to the City Council approval of'' General Plan Amendment No. 86-2b by the adoption of Resolution No. 2310. BACKGiIOUNO: In May 1975, the existing Noise Element of the Tustin Area General Plan was adopted. ' Pursuant to State Planning Law, the legislative body may, if it deems it to be in the public interest, amend the various elements of the General Plan. Submitted for the Commission's consideration is an amended copy of the Noise Element which, as a house-keeping item, should be forwarded to the City Council with a recommendation for adoption. DISCUSSION: In accordance with State planning l'aw, the revised Noise Element addresses several distinct areas of concern. Generally, the Element identifies present and potential noise sources, noise sensitive areas, and establishes policies and objectives on how the city should deal with noise related matters. Information collected for this document came from a variety of sources, but some specific sources should be noted. Definitions contained in the Element are those used by the Office of Noise Control, California Department of Health. Noise contours established for arterial highways within the city were developed in cooperation with Orange County Environmental Health, as was the 24 hour study of the'Browning Corridor. Finally, noise contours projected for transportation systems in East Tustin were prepared as a part of EIR 86-2 by Michael Brandman Associates. FILE COPY ~ommuniry Development Depanmen: P1 anning Commtsston Notse Element page 1~o COIICLIIS IONS: In that the revtsed edttton Of the Noise Element more accurately' reflects extsting and potential notse related conditions than does the previous edttton, and since it has been drafted in conformance with applicable State law, it is recommended that the Commission. adopt Resolution No. 2310 forwarding the Noise Element' to the City Council for final 'approval. ' A)~6ctate Planner JD:do attach: Resolution No..2310 Revised Noise Element Community DeveloDmellt DeDartment