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(,1 1/,1( Citation: 71 Fed. Reg. 40952 2006 Content downloaded/printed from HeinOnline (http://heinonline.org) Fri Jul 30 17:41:52 2010 -- Your use of this HeinOnline PDF indicates your acceptance of HeinOnline's Terms and Conditions of the license agreement available at http://heinonline.org/HOL/License -- The search text of this PDF is generated from uncorrected OCR text.

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules
SUPPLEMENTARYINFORMATION: See

### the information provided in theDirect Final action ofthe same title which is located 

### in theRules andRegulations section of thisFederal Register.

Authority:42U.S.C. 7401 etseq. Dated: June 13, 2006. Andrew M.Gaydosh, ActingRegional Administrator, Region 8. [FRDoc. E6-11345 Filed 7-18-06; 8:45 am] BILLING CODE 6560-50-P 

### ENVIRONMENTAL PROTECTION AGENCY 40 CFR Parts52and 81 [EPA-R09-OAR-2006-0583; FRL-8199-6] Approval and Promulgation of Implementation Plans; Designation of AreasforAirQualityPlanning Purposes; State ofCalifornia; PM-10; Determination ofAttainmentforthe San JoaquinValley Nonattainment Area; Determination Regarding ApplicabilityofCertain Clean AirAct Requirements AGENCY: Environmental Protection 

### Agency (EPA). ACTION: Proposed rule. SUMMARY: EPA isproposingto 

### determine thatthe SanJoaquin Valley nonattainment area (SJV)in California has attained theNational Ambient Air Quality Standards (NAAQS) for particulate matterwith anaerodynamic diameter less thanor equal toanominal 10 micrometers (PM-IO). Thisproposed determination isbaseduponmonitored air qualitydata forthe PM-10 NAAQS during theyears2003-2005. TheSJV continues to attainthePM-10NAAQS, in 2006; noexceedances ofthe 24 hour NAAQS have beenrecorded atanyof the SJV monitoring sitesfromJanuary 1, 2006 through March 31, 2006. EPAis alsoproposing todetermine that, because the SJVhas attained the PM-la NAAQS, certain CleanAirAct (CAA or theAct)requirements arenot applicable foras long asthe SJV continuesto attain thePM-10 NAAQS. DATES: Written comments mustbe 

### received on orbeforeAugust 18, 2006. ADDRESSES: Submitcomments, 

### identifiedby docket numberEPA-ROgOAR-2006-0583, byone ofthe following methods:

(1)Federal eRulemaking portal: http://www.regulations.gov. Follow the 

### on-line instructions.

(2) E-miil: lo.doris@epa.gov. 

### .3) Mail or deliver: DorisLo (AIR-2), U.S. Environmental Protection Agency Region IX, 75 Hawthorne Street, San Francisco, CA 94105-3901.

Instructions: All commentswill be included in the publicdocket without change and maybe inade available online at www.regulations.gov, including any personal information provided, unless the comment includes Confidential Business Information (CBI) or other information whose disclosure is restrictedby statute. Information that youconsider CBI or otherwiseprotected should be clearly identified as such and should not be submittedthrough the www.regulations.govor e-mail. www.regulations.govis an anonymous access system, and EPA will notknow your identity or contact information unless you provide itin thebody of your comment. Ifyou send e-mail directly toEPA,your e-mailaddress willbe automatically captured and included aspart ofthe public comment. IfEPA cannotread your comment due to ttchnical difficulties and cannot contact you forclarification, EPA may not be able toconsider your comment.

Docket:The index tothe docket for this action is available electronically at www.regulations.govandin hard copy atEPA-Region IX, 75 Hawthorne Street, San Francisco, California. While all documents in the docket are listed in the index, some information may be publicly available only atthe hard copy location (e.g., copyrighted material), and some may notbe publicly available'in either location (e.g., CBI). To inspectthe hard copy materials, please schedule an appointment during normal business hourswith the contact listed directly below. FOR FURTHER INFORMATION CONTACT: 

### Doris Lo, EPA Region IX, (415)972- 3959, lo.doris@epa.gov. SUPPLEMENTARY INFORMATION: 

### Throughout this document, wherever "we," "us," or "our" are used, we mean EPA. Table ofContents I.Background

A.The NAAQS forPM-10 B.Designation, Classification and Air

Quality Planningfor PM-10 inthe SJV C.AttainmentDeterminations II. ProposedAttainment Determination for theSJV III. Applicability ofClean AirAct Planning Requirements IV. EPA'sProposed Action V.Statutory andExecutive OrderReviews I. Background A. TheNAAQSforPM-10 Particulate matter with an aerodynamic diameter oflessthan or equal to 10micrometers (PM-lO) isthe subject ofthis action. The NAAQS are 

### limits forcertain ambient airpollutants setby EPA toprotect public health and welfare. PM-10 is among the ambient air pollutants forwhich EPAhas established ahealth-based standard.

OnJuly 1,1987 (52 FR 24634), EPA revised the NAAQS for particulate matter with an indicator that includes only those particles with an aerodynamic diameter less thanor equal to a nominal 10 micrometers. The 24- hour primary PM-10 standard is 150 micrograms per cubic meter (gg/m3

### ) with no more than one expected exceedance per year. The annual primary PM-10 standard is 50 lig/m 3 

### as an annual arithmetic mean. The secondary PM-10 standards, promulgated toprotect against adverse welfare effects; areidentical tothe primary standards. See 40 CFR 50.6. B. Designation,Classificationand Air QualityPlanning forPM-i0in theSNV In 1990, Congress amended the Clean Air Actto address, among other things, continued nonattainment ofthe PM-10 NAAQS. On the date ofenactment of the 1990 Clean AirAct Amendments, PM-10 areas, including the SJV, meeting the qualifications ofsection 107(d)(4)(B) ofthe amended Act, were designated nonattainment byoperation oflaw. See 56 FR 11101 (March 15, 1991). EPA codified theboundaries of the SJV at 40 CFR 81.305.1

Once an area is designated nonattainment for PM-10, section 188 ofthe CAA outlines the process for classifying the area and establishes the area's initial attainment deadline. In 

### accordance with section 188(a), atthe time ofdesignation, all PM-10 

### nonattainment areas, includingthe SJV, were initially classified asmoderate nonattainment. OnDecember 24, 1991, California submittedamoderate area PM-10Planforthe SJVwhich demonstrated thatthe.areacouldnot attainthe PM-10NAAQS by the moderate area attainment date, December 31, 1994.



### Section 188(b)(1) ofthe Actprovides thatmoderate areas can subsequently be reclassified as seriousbefore the applicable moderate area attainment date ifat anytimeEPA determines that the area cannot "practicably" attainthe PM-10NAAQS by thatdeadline. On January 8, 1993 (58 FR 3337),EPA made sucha determination andreclassified the SJVas serious.

On August 19, 2003, the State'of California submitted the "2003 PM-10

1 The SanJoaquin Valley PM-10nonattainment area includes the following counties in California's central valley: Fresno, western portion ofKern, Kings, Tulare, SanJoaquin, Stanislaus, Madera and Merced. 

### "'-40952

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### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules Plan, San Joaquin Valley Plan toAttain Federal Standards forParticulate Matter 10 Microns and Smaller" and submitted Amendments tothat plan on December 30, 2003 (collectively, 2003 PM-10 Plan). The State submitted the 2003 PM-10 Plan to address, among other CAA requirements, those ofsection 189(d) following EPA's determination that the SJV failed tomeet its serious area attainment deadline ofDecember 31, 2001. See 67 FR48039 (July 23, 2002). OnMay 26, 2006, EPA approved the 2003 PM-10Plan except forthe section 172(c)(9) contingency measure requirement. The approved elements include emissions inventories as meeting therequirements of 172(c)(3), a demonstration ofbestavailable control measures forall significant source categories as meeting therequirements ofsection 189(b)(1)(B), a demonstration ofattainment byDecember 31, 2010 as meeting therequirements ofsections 179(d)(3) and 189(d), and a demonstration ofreasonable further progress as meetingthe requirements of sections 172(c)(2) and 189(c)(1). Amore detailed discussion ofthe historyof air quality planning and the contents ofthe approved plan canbe found in EPA's proposed and finalactions at69 FR 5412 (February4, 2004) and 69 FR 30006. C.AttainmentDeterminations

OnMay 8, 2006,.the State requested thatEPA find that the SJV has attained thePM-10 standards based onthe area's airquality for'2003-2005. See letter from Catherine Witherspoon, California Air Resources Board (CARB), to Wayne Nastri, EPA Region 9, May 8, 2006 (Witherspoon Letter). Generally, we will determine whether an area's air quality meets thePM-10 NAAQS forpurposes of sections 179(c)(1) and 188(b)(2) based upon data gathered at established state and local airmonitoring stations (SLAMS) andnational airmonitoring stations (NAMS) inthe nonattainment area and entered into the EPA's Air Quality System (AQS) database. Data from airmonitors operated by state/ local agencies in compliance withEPA monitoring requirements mustbe submitted toAQS. Heads ofmonitoring agencies annually certify thatthese data are accurate tothe best oftheir knowledge. Accordingly, EPA relies primarily on datainAQS when determining the attainment status of areas. See40 CFR 50.6; 40 CFRpart 50, appendix J;40 CFRpart 53; 40 CFRpart 58, appendix A. We willalso consider air quality data from other air monitoring stations in the nonattainment area evenifthey have not beenentered into theAQS ifthe stations meet the federal monitoring requirements for SLAMS. See August 22, 1997Memorandum "Agency Policy onthe Use ofSpecial Purpose Manitoring Data," fromJohn S. Seitz, Director, Office ofAirQuality Planning and Standards, tothe Regional Air Directors (SeitzMemo). All data are reviewed to determine the area's air quality status in accordance with our guidance at40 CFR.part 50, appendix K.

Attainment ofthe annual PM-IO standard is achieved when the annual arithmetic mean PM-10 concentration over athree-year period is equal to or less than 50 gg/m 3


### .Attainment ofthe 24-hour standard is determined by calculating the expected number of days ina yearwith PM-10 concentrations greater than 150 gig/m3. 

### The 24-hour standard is attained when the expected number ofdays per yearwith levels above 150 gg/m 3 

### (averaged over athreeyear period)is less than orequal to one. Threeconsecutive years ofairquality data are necessary to show attainment of the 24-hour and annual standards for PM-10. See 40 CFR part 50, appendix K. Acomplete year ofair quality data, asreferred to in40 CFRpart 50, 

### appendix K, includes all four calendar quarters with eachquarter containing data from atleast 75 percent ofthe scheduled sampling days. II.Proposed AttainmentDetermination fortheSJV

The SJV has 15 SLAMS sites operated bythe San Joaquin Valley Unified Air Pollution ControlDistrict (Districtor SJVUAPCD) andCARB. These monitoring stations are located throughout the SJV.2 The District and CARB measure ambient (24-houraverage) PM-l0 concentrations inthe SJV at a frequency ofonce every six days, except atthe Corcoran SLAMS site which operates ona one inthree day schedule.3



### Table 1 summarizes the PM-10 data collected inthe SJVfrom 2003-2005 andreported byCARB to theAQS database. As shown inTable 1, no exceedances ofthe 24-hour PM-10 NAAQS of150 gg/m 3

### were measured in 

### SJV during the 2003-2005 period and the annual-average PM-10 concentrations measured during that period werebelow thecorresponding standard of50 jg/m3. 

### TABLE 1.- SAN JOAQUIN VALLEY 

### SLAMS NETWORK PM-10 DATA 2003-2005 24 hour average 3year annual Monitoring site Maximum Expected number arithmetic average (!tg/m3

### ) of exceedances (g/m3) Bakersfield- California Ave ....................................................................................... Bakersfield-Golden State Hwy ................................................................................ Clovis ......................................................... ............................................................... Corcoran* ................................................................................................................... Fresno-Drummond ........................................................................... ...................... Fresno FirstSt........................................................................................................... Hanford ....................................................................................................................... M

erced ....................................................................................................................... Modesto ....................................................................................................... ............... Oildale ........................................................................................................................ Stockton- Hazelton .................................................................................................. Stockton- Wagner/Holt ............................................................................................. Taft ..'

. ........................................................................................................................

2EPA evaluated theadequacy ofthe SJV monitoring network inconnection withitsapproval of the2003 PM-10 Plan, See 69FR at30032-30033 and "Evaluation ofthe Adequacy oftheMonitoring Network forthe SanJoaquin Valley, California for the Annual and 24-Hour PM-10 Standards," Bob Pallarino, EPARegion 9, September 22, 2003. 3MostPM-10 monitoring sites utilize amanual sampler, designated as aFederal Reference Method (FRM), operated ona once every six day schedule. These samplers drawambient air through aquartz fiber filter which isweighed before andafter sampling in order to determine the mass ofPM-10 that is collected after the24-hour run period. At Corcoran twomanual FRM samplers areoperated ona staggered onceevery six day schedulethat enables theDistrict to collect a 24-hour PM-10 sample every three days. 44- 

### 46 34 44 41 33 43 29 29 42 29 22 31 

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### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules TABLE 1.-SAN JOAQUIN VALLEY 

### SLAMS NETWORK PM-10 DATA 2003-2005-Continued 24 hour average 3year annual Monitoring site Maximum Expected number arithmetic average (gtg/m 3) of exceedances (Ilg/m3)


### Turlock ....................................................................................................................... 87 0 30 Visalia ............................ .............................. .. ......... ............................ 122 0 43

Source: U.S. EPA AQS Database. *The Federal Reference Monitor at Corcoran did record an exceedance of the 24 hour PM-10 NAAQS on September 3, 2004 (217 gg/m3). 

### This exceedance was.flagged by CARB as a high wind natural event. EPA concurred with CARB's request to exclude this data from consideration inattainment findings on July 7,2005. -

See May 30, 1996 Memorandum "Areas Affected by PM-10 Natural Events," from Mary D.Nichols,Assistant Administrator forAir and Radiation, tothe Regional Air Directors. Moreover, even if EPA had not concurredwiththe exclusion ofthis data, the Corcoran site vould still attain the 24-hour NAAQS because the expected number of exceedances is less than or equal to one per year,averaged over the threeyear period 2003-2005.

As noted above,the 24-hour PM-10 standard is attained when the expected number ofdays per yearwith levels above 150 gg/m 3 

### (averaged over a threeyearperiod) is less than orequal to one. As can be seen from Table 1,there were noexceedances ofthe 24-hour PM-l0 NAAQS forthe 2003-2005 period and thus the expected number ofdays per yearwith levels above 150 gg/m 3 

### (averagedover that three-year period) is. zero. Thus we propose to find that the SJVhas attained the 24-hourPM-10 NAAQS. Also asnoted above, attainment ofthe annual PM-10 standard is achieved when the annual arithmetic mean PM-10 concentration over a three-year periodis equal to or less than 50 gg/m 3

. 

### Ourreview ofthe data for calendar years 2003-2005 reveals that none ofthe 15 SLAMS sites averaged greaterthan 50 ag/m 3



### . Thus wepropose tofind thatthe SJV has attained the annual PM-10 NAAQS. The SJV continues to attain thePM-10 NAAQS based ondata collected through March 31, 2006. 4



### EPA is aware that the District operates a beta attenuation mass (BAM) special purpose monitor atthe Corcoran monitoring siteto support the District's dailyair quality forecasts. ThisBAM monitor has recorded a sufficient number ofPM-10 concentrations above 150 ag/m 3 

### during the years 2003-2005 toprevent EPA from making a finding ofattainment ifthe data were suitable for use in an attainment determination. However, in the Seitz Memo, EPA stated that "[t]he Agency policy on the use of all special purpose monitoring datafor any regulatory purpose, with the exception offine particulate matter data (PM-2.5), is allquality-assured and valid data meeting 40 CFR 58 requirements mustbe considered within th6 regulatory process." Seitz Memo, p.1. Withrespect to the Corcoran BAM

4IfEPAmakes afinal deteimination of attainment, theAgency will consider the most current data available at thattime. 

### monitor,EPA has determined thatthe District did not perform quality control checks ofthe sampler every two weeks (see 40 CFR part 58, appendix A, section 3.1.2).Nor did CARB perform independent field audits oftheBAM sampler asdescribed in 40 CFRpart 58, appendixA, section 3.2.2. Seepp. 5-6 ofattachment ("SupportingInformation for the San Joaquin Valley PM-10 Attainment Determination Request") to letter from Seyed Sadredin, SJVUAPCD, to Catherine Witherspoon, CARB, April .24,2006, attached to Witherspoon Letter. Therefore theBAM data arenot valid foruse in a determination of whetherthe SJV has attained the PM10 standards and, asa result, wehave not considered them. III.Applicability ofClean AirAct Planning Requirements

The air quality planningrequirements for PM-10nonattainment areas are set out in.subparts 1and 4 oftitle Iofthe Act. EPA has issued a General Preamble 5 

### andAddendum tothe General Preamble 6 

### describing our preliminary views onhow theAgency intendsto review stateimplementation plans (SIPs) submitted tomeet.the CAA's requirements forPM-10 plans. These documents provide detailed discussions of our interpretation ofthe titleI requirements.

In nonattainment areas where monitored data demonstrate thatthe NAAQS have already been achieved, EPA has determined that certain requirements ofpart D, subparts 1 and 2ofthe Act do notapply. Therefore we do notrequire certain submissions for

5"General Preamble forthe Implementation of TitleI ofthe Clean AirAct Amendments of 1990,' 57FR 13498 (April 16, 1992), as supplemented at 57 FR 18070 (April 28, 1992).

6,,State Implementation Plans for Serious PM-lO Nonattainment Areas, and Attainment Date Waivers for PM-la Nonattainment Areas Generally; Addendum to the General Preamble for the Implementation ofTitleI ofthe Clean AirAct Amendments of1990," 59ER 41998 (August16, 1994). 

### an area that has attained the NAAQS. These include reasonable furthr progress (RFP)requirements, attainment, demonstrations, RACM, and contingency measures, because these provisions have the purpose ofhelping achieve attainment oftheNAAQS.

Thisinterpretation ofthe CAA is known as,the Clean Data Policy andis the subject oftwo EPA memoranda. EPA also finalized the statutory interpretation set forth in the policyin a final rule, 40 CFR 51.918, aspart of its "Final Rule toImplement the 8-hour Ozone National AmbientAir Quality Standard-Phase 2" (Phase 2 Final Rule). See discussion inthe preamble to the rule at 70 FR 71612, 71645-46 (November29, 2005).

EPA believes thatthe legal bases set forth in detail in our Phase 2 Final rule, our May 10, 1995 memorandum from John S. Seitz, entitled "Reasonable Further Progress, Attainment Demonstration, andRelated Requirements for Ozone Nonattainment Areas Meeting the Ozone National Ambient Air Quality Standard," and our December 14, 2004 memorandum from Stephen D. Page entitled "Clean Data Policy forthe FineParticle National Ambient AirQuality Standards" are equally pertinent tothe interpretation of provisions ofsubparts 1and 4 applicable toPM-10. Our interpretation that an area thatis attaining the standards isrelieved ofobligations to demonstrate RFP andtoprovide an attainment demonstration, RACM and contingency measures pursuant to part D ofthe CAA, pertains whetherthe standard is PM-10, ozone orPM- 2.5. 7 

### For detailed discussions ofthis interpretation with respect to the CAA's PM-10 requirements forRFP,

7Three U.S. CircuitCourts ofAppeals have upheld EPA rulemdkings applying its interpretation ofsubparts 1and 2 with respectto ozone. Sierra Clubv. EPA,99F.3d 1551 (lothCir. 1996); Sierra Clubv. EPA, 375 F. 3d 537 (7th Cir. 2004); Our Children's EarthFoundationv.EPA, N. 04-73032 (9thCir.June 28, 2005) (memorandum opinion). 

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### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules attainment demonstrations, RACM and contingency measures, see 71 FR 6352, 6354 (February 8, 2006); 71 FR 13021, 13024 (March 14, 2006); and 71 FR 27440, 27443-27444 (May 11, 2006). We arerelying on these discussions here. We also discuss our interpretation with respect to contingency measures below.

As set forth in Section Iofthis proposed rule, we have previously approved all ofthe serious areaPM-10 attainment planrequirements forthe SJVexcept forthe contingency measure requirements ofCAA section 172(c)(9). Section 172(c)(9)requires that partD nonattainment area plans "provide for the implementation ofspecific measures tobe undertaken ifthe area fails tomake reasonable further progress, or to attain thenational primary ambient airquality standard bythe attainment date applicable underthispart. Such measures shall be included in the plan revision as contingency measures to take effect inany such case without further action bythe State orthe Administrator."

EPA has determined that these contingency measure requirements of CAA section 172(c)(9) no longer apply when an area has attained the standard because those "contingency measures are directed atensuring RFP and attainment bythe applicable date." (57 FR at 13564); May 10, 1995 memorandum at 5-6. As explained at length in the memoranda and rulemakings cited above, the requirements for RFP and attainment demonstrations no longer apply once an area has attained the standard, since their purpose-to achieve attainment by the applicable attainment date-will already have been fulfilled. Thus it follows that the requirement for contingency measures is also suspended for as long asthe area attains the standard. Consequently, we propose that any final findingthat the SJVhas attained the PM-10 NAAQS would also suspend the contingency measure requirements for the SJV.

Consistent with our Clean Data Policy, we propose that this suspension exist only foras long as the area continues tomonitor attainment ofthe standards. Ifthe SJV experiences a violation ofthe PM-10NAAQS in the future, the basis forthe contingency measure requirementbeing suspended would no longer exist.In that event, we would notify the State that we have determined that the area is no longer attaining the PM-10 standards and provide notice to the public in the Federal Register. IV. EPA's Proposed Action Based onquality-assured data meeting the requirements of40 CFR part 50, appendix K, wepropose to determine that the SJV has attained the PM-10 NAAQS. This proposed action, if finalized, wouldnot constitute a redesignation to attainment under CAA section 107(d)(3), because we would not yet have approved a maintenance plan asrequired under section 175(A) ofthe CAA ordetermined that the area has met the other CAArequirements for redesignation. The classification and designation status in40 CFRpart 81 would remain serious non.attainment for this area until such time as California meets the CAA requirements for redesignation ofthe SJVto attainment.

Consistentwith the Agency's Clean DataPolicy, EPA alsoproposes to find that the contingency measure requirements ofCAA section 172(c)(9) wouldno longer apply tothe San Joaquin Valley PM-10 nonattainment area. V. Statutory and Executive Order Reviews

UnderExecutive Order 12866 (58 FR 51735, October 4, 1993), this proposed action is not a "significant regulatory action" and therefore is not subject to reviewby the Office ofManagement and Budget. Forthis reason, this action is also not subject toExecutive Order 13211, "Actions Concerning Regulations That Significantly Affect Energy Supply, Distribution, or Use" (66 FR 28355, May 22, 2001). This action merely proposes a determination based onair quality data and does not impose any additional requirements. Accordingly, the Administrator certifies that this proposed rule willnot have a significant economic-impact on asubstantial number ofsmall entities underthe Regulatory Flexibility Act (5U.S.C. 601 etseq.). Because thisproposed rule does' not impose any additional enforceable duty, itdoes not contain any unfunded mandate or significantly oruniquely affect smaltgovernments, asdescribed in theUnfunded Mandates Reform Act of 1995 (Pub.L. 104-4).

This proposed rule also doesnot have tribal implications because itwillnot have a substantial direct effect on one or more Indian tribes, onthe relationship between the Federal Government and Indian tribes, oron the distribution of power and responsibilities between the Federal Government and Indiantribes, as specified byExecutive Order 13175 (65 FR97249, November 9, 2000). This proposed action also does not have federalism implications because it does not have substantial direct effects onthe States, onthe relationship between the national government and the States, or onthe distribution ofpowerand responsibilities among the various levels ofgovernment, as specified in Executive Order 13132 (64FR 43255, August 10, 1999). Thisproposed action merely makes a determination based on air quality data and does notalter the relationship or the distribution ofpower and responsibilities established inthe CAA. This proposed rule also is not subject to Executive Order 13045 "Protection ofChildren from Environmental Health Risks and Safety Risks" (62 FR 19885, April 23, 1997), because it is noteconomically significant.

The requirements ofsection 12(d) of the National Technology Transfer and Advancement Actof 1995 (15 U.S.C. 272 note) do notapply. Thisproposed rule does notimpose an information collection burden under the provisions ofthePaperwork Reduction Act of1995 (44 U.S.C. 3501 etseq.). ListofSubjects 40CFRPart 52 Environmental protection, Air pollution control, Incorporation by reference, Particulate matter, Reporting and recordkeeping requirements. 40 CFRPart 81 Environmental protection, Air pollution control,National parks, Wilderness areas.

Dated: July 6,2006. Jane Diamond, ActingRegionalAdministrator, Region 9. [FRDac.E6-11450 Filed 7-18-06; 8:45 am] BILLING CODE 6560-50"-P


### DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency 44 CFR Part 67 [Docket No. FEMA-B-7463] Proposed Flood Elevation Determinations AGENCY: Federal Emergency Management Agency (FEMA), Department ofHomeland Security, Mitigation Division. ACTION: Proposed rule. SUMMARY: Technical information or comments arerequested on the proposed Base (1% annual chance) FloodElevations (BFEs) andproposed BFEs modifications forthe communities 

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### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules
listed below. The BFEs are the basis for the floodplain management measures that the community isrequired either to adopt orto show evidence ofbeing already in effect inorder to qualify or remain qualified forparticipation in the NationarFlood Insurance Progran (NFIP). DATES: The comment period is ninety (90) days followingthe second publicati6n ofthis proposed rule ina newspaper oflocal circulation ineach community. ADDRESSES: The proposed BFEs foreach community are available forinspection at the office ofthe ChiefExecutive Officerof eachcommunity. The respective addresses are listedin the table below. FOR FURTHER INFORMATION CONTACT: 

### William R. Blanton,Jr., CFM, Acting Section Chief,Engineering Management Section, Mitigation Division, 500 C Street, SW., Washington, DC 20472, (202) 646-3151. SUPPLEMENTARY INFORMATION: FEMA 

### proposesto make determinations of BFEs andmodified BFEs foreach community listedbelow, in accordance with Section 110 ofthe Flood Disaster Protection Act of1973, 42 U.S.C. 4104, and 44 CFR 67.4(a). These proposed BFEs and modified BFEs,together with the floodplain management criteria required by44 CFR 60.3, arethe minimum that arerequired. They should notbe construed tomean that the community must change any existing ordinances that are more stringentin their floodplain management requirements. The community may at anytime enact stricterrequirements ofits own, or pursuant topolicies established by other Federal, state orregional entities.These proposed elevations areused to meet the floodplain management .-. ' requirements oftheNFIP and are also usedtocalculate the appropriate flood insurance premiumratesfor new buildingsbuilt afterthese elevations are made final, and for the contents in these buildings.

National Environmental PolicyAct. Thisproposed rule is categorically excluded from therequirements of44 CFRpart 10, Environmental Consideration. No environmental impact assessment has been prepared.

Regulatory Flexibility Act.The Mitigation Division Director certifies that this proposed ruleis exempt from therequirements oftheRegulatory FlexibilityAct because proposed or modified BFEs are required bytheFlood Disaster ProtectionAct of 1973, 42 U.S.C. 4104, and arerequired to establish and maintain community eligibility inthe NFIP. As a result, a regulatory flexibility analysis has not been prepared



### RegulatoryClassification. This proposed rule is not a significant regulatory action under the criteria of Section 3(f) ofExecutive Order 12866 of 

### September 30, 1993, 

### Regulatory Planning andReview, 58 FR51735.



### ExecutiveOrder13132,Federalism. Thisrule involves no policies thathave federalism implications underExecutive Order 13132.

Executive Order12988,CivilJustice Reform. Thisrule meets the applicable standards ofExecutive Order 12988. ListofSubjects in44 CFRPart67

Administrative practice and procedure, floodinsurance, reporting andrecordkeeping requirements.

Accordingly, 44 CFRpart 67 is proposed tobe amended asfollows: PART 67-[AMENDED]

1. The authority citation for Part 67 

### continues toread asfollows:

Authority: 42 U.S.C. 4001 etseq.; Reorganization PlanNo. 3of1978, 3CFR, 1978Comp., p. 329;E.Q. 12127,44FR 19367, 3CFR, 1979 Comp., p. 376, §67.4.



### 2.The tables publishedunder the authority of§67.4 are proposedtobe ameded as follows:

+Elevation infeet (NGVD) * Elevation in feet (NAVD) Communities affected Flooding source(s) Location of referenced elevation #Depth in feet above ground Effective Modified Athens-Clark County, Georgia Brooklyn Creek Tribu- At theconfluence with Brooklyn Creek ...... *698 *697 Athens-Clark County.

taryA. Approximately 40 feet upstream of the *698 *697 confluence with Brooklyn Creek. McNutt Creek ............... At the confluence with Middle Oconee *557 *558 Athens-Clark County.

River. Approximately 1,230 feet downstream of *558 *559

U.S. Highway 441/U.S. Highway 129/ State Highway 15and Macon Highway. Trail Creek .................... At the confluence with North Oconee River *613 .*615 Athens-Clark County. Approximately 550 feet downstream of *614 *615

Broad Street. Tributary A-1 .............. At the confluence with Tributary A .............*658 *659 Athens-Clark County. Approximately 100 feet upstream of the *658 *659

confluence with Tributary A. Tributary A-2
................ At the confluence with Tributary A .............*692 *695 Athens-Clark County. Approximately 260 feet upstream of the *697 *698

confluencewith Tributary A. Tributary H
..........At the confluence with Big Creek ............... *610 *607 Athens-Clark County. Approximately 870 feet upstream of the *610 *609

confluence with Big Creek.
*North American Vertical Datum of 1988. 1The existing elevation data included on the effective FIRM is printed in the elevation datum of the National Geodetic Vertical Datum of 1929

(NGVD29). In order to convert this printed elevation datafrom the NGVD29 datum to the NAVD88 datum, please subtract 0.194 feet. 

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### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed. Rules

Flooding source(s) Locationof referenced elevation + Elevation in feet (NGVD) *Elevation in feet (NAVD) #Depth in feet above ground Effective Modified 

### Communities affected

ADDRESSES Maps are availablefor inspection atthe Athens-Clark County Public Works Department,120 West Dougherty Street, Athens, Georgia. Send comments to The Honorable Heidi Davison, Mayor, City of Athens-Clark County, 301 College Avenue, Athens, Georgia 30601. Bibb County, Georgia (Unincorporated Areas) Walnut Creek
................ Approximately 400 feet upstream of Inter- *298 *299 Bibb County (Unincorporated Areas).

state Highway 16. Just downstream of the Norfolk Southern *299 *300

Railway. +North American Vertical Datum of 1988. 'The existing elevation data included on the effective FIRM is printed in the elevation datum of the National Geodetic Vertical Datum of 1929

(NGVD29). In orderto convert this printed elevation datafrom the NGVD29 datum to the NAVD88 datum, please subtract 0.4 feet. ADDRESSES Maps are available for inspection atthe Bibb County Engineering Office, 780 Third Street, Macon, Georgia. Send comments to The Honorable Charles Bishop, Chairman, Bibb County Board of Commissioners, 601 Mulberry Street, Macon, Georgia

31201.
* Elevation in feet (NGVD) + Elevation infeet Flooding source(s) Location of referenced elevation (NAV) eet abov 

### #Depth infeetabove Cmuiisafce ground Effective Modified Warren County, Kentuckyand Incorporated Areas Sinkhole No. 2
.............. At Media Drive
............................................ *464 +464 Cityof Bowling Green. Sinkhole No. 3
.............. At Holly and Catherine Drives .................... *465 +465 City of Bowling Green. Sinkhole No. 4A
....... At Holly and Catherine Drives ............... .... *462 +461 Cityof Bowling Green. Sinkhole No. 4B
........... At Holly and Catherine Drives .................... *443 +440 Cityof Bowling Green. Sinkhole No. 7
.............. At Boxwood Drive
....................................... *545 +541 City of Bowling Green and Warren County (Unincorporated Areas). Sinkhole No. 7A
........... At Boxwood Drive
....................................... *545 +541 Warren County (Unincorporated Areas). Sinkhole No. 14
............ At Wellington Way
...................................... *479 +482 Cityof Bowling Green. Sinkhole No. 21
............ At Canton Avenue
....................................... *524 +523 Cityof Bowling Green. Sinkhole No. 22
.......... At Andrea Street
......................................... *532 +529 Cityof Bowling Green. Sinkhole No. 25A ......... At Pascoe Boulevard
.................................. *535 +531 Cityof Bowling Green. Sinkhole No. 33
.......At Rich Pond
............................................... *580 +568 Warren County (Unincorporated Areas). Sinkhole No. 39A ......... At Bogle Lane
............................................. None +488 City of Bowling Green. Sinkhole No. 39B ......... At Bogle Lane
............................................. None +485 City of Bowling Green. # Depth infeet above ground. *National-Geodetic Vertical Datum. +National American Vertical Datum. ADDRESSES Maps dre availablefor inspection at City-County Planning Commission of Warren County,1 141 State Street, Bowling Green, Kentucky. Send comments to Mr. Eric W. Larson, PE, CFM, Floodplain Manager, City-County Plar~ning Commission of Warren County, 1141 State Street,

Bowling Green, Kentucky 42101. Pickens County, South Carolina and Incorporated Areas At the confluence of Oolenoy River ............ Just upstream ofAnderson Circle .............. At the confluence with Lake Keowee. ........ Approximately 1,000 feet upstream of the

confluence with Lake Keowee. Approximately 2,665 feet downstream of

Sheriff Mill Road. Approximately 550 feet upstream of Anzio

Street. At the confluence with Georges Creek ....... None None None None None None None +940 +971 +800 +808 +859 +982 Pickens County (Unincorporated Areas). Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

City of Easley.
+863 1Pickens County (Unincorporated Areas). Adams Creek ................ Betsy Akin Branch ........ Brushy Creek ................
Burdine Creek .............. 

### 40957

HeinOnline -- 71 Fed. Reg. 40957 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

- Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Locationof referenced elevation (NAVD) eet above 

### #Depth infeet above Cmuiisafce ground Effective Modified

Burdine Creek Tributary Burgess Creek .............. Camp Creek .................

Cannon Creek .............. Carmel Creek ...............
Carpenter Creek ........... Carrick Creek ............... Crow Creek .................. Doddies Creek .............. Eastatoe Creek ............. Eighteenmile Creek ......

Eighteenmile Creek

Tributary A. Eighteenmile Creek

Tributary 1. Eighteenmile Creek

Tributary 2.
Eighteenmile Creek

Tributary 3.
Eighteenmile Creek

Tributary 4. Eighteenmile Creek

Tributary 5. Approximately 2,790 feet downstream of Dacusville Hwy. At the confluence with Burdine Creek ........ Approximately 80 feet downstream of Holly

Bush Road. Atthe confluence with Weaver Creek ........ Approximately 1,810 feet downstream of

Cricket Drive. At the confluence of Twelvemile Creek ..... Approximately 900 feet southeast of the

intersection of Elizabeth Lane and South -Main Street. Atthe confluence with Twelvemile Creek Approximately 200 feet upstream of the

confluence of Gregory Creek. Approximately 250 feet downstream of

Joyce Road. Approximately 3,620 feet upstream of

Wyatt Stewart Road. At the confluencewith South Saluda River Approximately 1,700-feet downstream of

Dalton Road. Atthe confluence of Oolenoy River ............ Approximately 210 feet upstream of Table

Rock Road. At the confluence of Lake Keowee ............. Approximately 2,510feet upstream of Little

Eastatoee Road. Atthe confluence with Machine Creek ....... Approximately 290 feet upstream of

Dacusville Hwy. At the confluence with Lake Keowee ......... Approximately 340 feet upstream of

Lesesne Road. Approximately 1,550 feet downstream of

the confluence with Eighteenmile Creek Tributary 5. Approximately 2,020 feet upstream of

Ross Avenue. Approximately 70 feet upstream of

Shaftsbury Road. Approximately 520 feet upstream of

Shaftsbury Road. Approximately 50 feet upstream of Prince

Ranier Road. Approximately 755 feet upstream of Prince

Rainer Road. Approximately 70 feet upstream of

Clarendon Drive. Approximately 1,640 feet upstream of the

confluence with Eighteenmile Creek Tributary 6. At the confluence with Eighteenmile Creek

Tributary 9.. Approximately 1,710 feet upstream of the

confluence with Eighteenmile Creek -Tributary 9. Atthe confluence with Eighteenmile Creek Approximately 1,000 feet upstream of Calhoun Memorial Hwy. Atthe confluence with Eighteenmile Creek Approximately 1,890 feet southwest of the

intersection of Moser Trail and Old Shirley Road. None None None None None None None None None None None None None None None None None None None None None None
None None None None None None None
None None
None None None None +1,006 +1,006 +1,010

+944 +959 +725 +997 +882 +891 +825 +957 +889 +1,001

+956 +959 +800 +871 +863 +1,059

+800 +1,004

+714
+989 +795 +808 +798 +812 +745 +782
+752 +776
+730 +745 +716 +787 Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

Town of Sixmile.

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

Cityof Clemson, City of Easley.
City of Clemson.
City of Clemson.
City of Clemson.

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas),

City of Clemson. 

### 40958

HeinOnline -- 71 Fed. Reg. 40958 2006

### Federal Register

## /Vol. 71, No. 138/Wednesday,-July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVo) Communities affected 

### #Depth infeetabove ground Effective Modified 

### Eighteenmile Creek

Tributary 6. Eighteenmile Creek

Tributary 7.
Eighteenmile Creek

Tributary8.
Eighteenmile Creek

Tributary 9. Eighteenrnile Creek

Tributary 10.
Eighteenmile Creek'

Tributary 11. Eighteenmile Creek

.Tributary 12. Eighteenmile Creek

Tributary 13. Eighteenmile Creek

Tributary 14. Eighteenmile Creek

Tributary 15. Eighteenmile Creek

Tributary 16. Eighteenmile Creek

Tributary 17. Eighteenmile Creek

Tributary 18. Eighteenmile Creek

Tributary 19:
Fifteenmile Creek ......... Fifteenmile Creek Tributary 1. At the confluence with Eighteenmile Creek Tributary 2. Approximately 280 feet upstream of Azalea

DNrive. At the confluence with Eighteenmile Creek Approximately 7,585 feet upstream of the

confluence with Eighteenmile Creek Tributary 19. At the confluence with Eighteenmile Creek

Tributary 2. Approximately 1,595 feet upstream of the

confluence with. Eighteenmile Creek Tributary 2. At the confluence with Eighteenmile Creek Approximately 1,510 feet upstream of

Femway Drive.. At the confluence with Eighteenmile Creek

Tributary 2. Approximately 1,040 feet upstream of the

confluence with Eighteenmile Creek Tributary 2. At the confluence with Eighteenmile Creek Approximately 5,990 feet upstream of Mill

Pine Road. At the confluence with Eighteenmile Creek Approximately 920 feet upstream of the

Railroad crossing. At the confluence with Eighteenmile Creek Approximately 3,970 feet upstream of Calhoun Memorial Hwy. At the confluence with Eighteenmile Creek Approximately 3,490 feet upstream of

Smith Grove Road. At the confluence with Eighteenmile Creek Approximately 1,230 feet upstream of

Smith Grove Road. At the confluence with Eighteenmile Creek

(Near Easley). Approximately 880 feet upstream of the

confluence with Eighteenmile Creek. At the confluence with Eighteenmile Creek

(Near Easley). Approximately 130 feet upstream of Cherokee Road. At theconfluence with Eighteenmile Creek Approximately 1,210 feet upstream of the

confluence with Eighteenmile Creek. At the confluence with Eighteenmile Creek Approximately 1,940 feet upstream of the

confluence with Eighteenmile Creek Tributary 7. At the confluence of Eighteenmile Creek ... Approximately 2,060feet upstream of Pine

Thicket Road. At the confluence with Fifteenmile Creek ... Approximately 180 feet upstream of Garvin

Road. None None None None
None None
None None None None
None None None None None None None None None None None None None None None None None None None None None None +757 +775 +719 +800
+751 +769
+737 +854 +751 +764
+747 +818 +809 +961 +842 .+865 +874 +904 +885 +914 +960 +998 +959 +1,017

+735 +752 +720 +727 +747 +829 +781 +802 Pickens County (Unincorporated Areas), City of Clemson.
Pickens County (Unincorporated Areas).

City of Clemson.

Pickens County (Unincorporated Areas),

City of Clemson, Town of Central. City of Clemson.

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas),

Town of Liberty.
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County

City of Easley.
Pickens County

City of Easley. (Unincorporated Areas),
(Unincorporated Ar6as),

Pickens County (Unincorporated Areas)..

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas). 

### 40959

HeinOnline -- 71 Fed. Reg. 40959 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

*Elevation infeet (NGVD) + Elevation infeet (NAVD) Communities affected Flooding source(s) Location of referenced elevation #Depth infeet above ground Effective Modified Fifteenmile Creek Tributary 2.
Fifteenmile Creek Tributary 3. Georges Creek ............. Georges Creek Tributary 1.
Golden Creek ..............
Golden Creek Tributary

1.
Gowens Creek .............. Gregory Creek .............. Hagood Branch ............ Hamilton Creek .............

Keowee River ............... Lake Hartwell ................ Lake Hartwell Tributary

2.
Lake Keowee ............. Little Crow Creek .......... Little Crow Creek Tributary.
Little Eastatoe Creek ....

Little Eastatoe Creek

Tributary. Little Eastatoe Creek

Tributary 2.
Little Georges Creek .... At the confluence with Fifteenmile Creek ... Approximately 240 feet upstream of Pine

Ticket Road. At the confluence of Fifteenmile Creek ...... Approximately 1,420 feet upstream of the

confluence with Fifteenmile Creek. At the confluence with South Saluda River Approximately 1,025 feet upstream of

Hamilton Street. At the confluencewith Georges Creek ....... Approximately 2,140 feet upstream of Cardinal Drive. Atthe confluence with Twelvemile Creek Approximately 1,380 feet downstream of

Enon Church Road. At theconfluence with Golden Creek. Approximately 2,140 feet upstream of the

confluencewith-Golden Creek. At theconfluence of Oolenoy River ............ Approximatley 200 feet Downstream of

Table Rock Road. At theconfluence with Cannon Creek ........ Approximately 1,410 feet upstream of the

confluence with Gregory Creek. At theconfluence of Twelvemile Creek ...... Approximately 3,090 feet upstream of

Hagood Mill Road. At theconfluence with Georges Creek ....... Approximately 885 feet upstream of Pace

Valley Road. Approximately 3.4 miles downstream of

Deowee Dam. Just downstream of Keowee Dam .............. At the confluence with Lake Hartwell ......... Approximately 1,940 feet upstream of

West Queen Street. Atthe confluence with Lake Keowee ......... Approximately 990 feet upstream of Little

Crow Creek Road. Atthe confluence with Little Crow Creek ... Approximately 1,620 feet upstream of Mile

Creek Road. At.the confluence with Eastatoe Creek ...... Approximately 1,020 feet upstream of the

confluence with Little Eastatoe Creek. Tributary. At the confluence with Little Eastatoe

Creek. Approximately 550 feet upstream of Sunset Community Way. At the confluence with Little Eastatoe

Creek Tributary. Approximately 540 feet upstream of

Sequoyah Way., At the confluence with Georges Creek ....... None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None
None None None None None +788 +804 +755 +773 +796 +1,006

+819 +868 +801 +917 +847 +910 +923 +935 +891 +944 +931 +984 +828 +937 +665 +675 +665 +665 +671 +800 +800 +832 +822 +896 +805 +1,015 +1,013 +1,038 +1,019 +1,039 Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County

Cityof Easley.
Pickens County

City of Easley. 

### (Unincorporated Areas),
(Unincorporated Areas),

Pickens County (Unincorporated Areas),

Town of Liberty, Town of Norris. Pickens County (Unincorporated Areas),

Town of Liberty.
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

City of Easley.
PickensCounty (Unincorporated Areas).
Pickens County (Unincorporated Areas),

City of Clemson. Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas). Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

+819 Pickens County (Unincorporated Areas). 

### 40960

HeinOnline -- 71 Fed. Reg. 40960 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

*Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) 

### #Depth infeet above Communities affected ground Effective Modified

Machine Creek ............. Mad Dog Branch ..........
Middle Branch ..............
Middle Branch Tributary

6A.
Middle Branch Tributary

6B.
Middle Fork Twelvemile

Creek.
Middle Fork Twelvemile

Creek Tributary 1.
Middle Fork Twelvemile

Creek Tributary 2.
MillCreek ..................... Mill Shoals Creek .........

Molly Branch ................. Oolenoy River ............... Oolenoy River Tributary

2. Oolenoy RiverTributary

3. Oolenoy RiverTributary

5.
Peters Creek ................ Praters Creek ............... Ravens Branch ............. Approximately 370 feet upstream of

tooper Road. At the confluence with South Saluda River Approximately 340 feet upstream of

Childress Road. At the confluence with Georges Creek ....... Approximately 310 feet upstream of Turpin

Drive. Approximately 930 feet downstream of

Meadow Ridge Road. Approximately 170 feet upstream of Cal-

-houn Memorial Highway. Approximately 210 feet downstream of

Mossie Smith Road. Approximately 575 feet downstream of

Rose Ann Court. At the confluence with Middle Branch Tributary 6A. Approximately 345 feet upstream of CanvasbackWay. At the confluence with Twelvemile Creek Approximately 140 feet downstream of

Phoenix Road. At the confluence with Middle Fork

Twelvemile Creek. Approximately 660 feet upstream of Meece

Mill Road. At the confluence with Middle Fork

Twelvemile Creek. Approximately 340 feet upstream of Meece

Mill Road. At the confluence with Oolenoy River ........ Approximately 500 feet downstream of

Table Rock Road. At the confluence with Middle Fork

Twelvemile Creek. Approximately 3,010 feet upstream of the

confluence with Middle Fork Twelvemile Creek. At the confluence with Adams Creek ......... Approximately 4,510 feet upstream of the

confluence with Adams Creek; At the confluence with South Saluda River Approximately 200 feet upstream of Lake.

Road. At theconfluence with Oolenoy River ........ Approximately 490 feet upstream of Table

Rock Road. Atthe confluence with Oolenoy River ........ Approximately 350 feet upstream of Table

Rock Road. Atthe confluence with Oolenoy River ........ Approximately 1,400 feet upstream of

Table Rock Road. At the confluence with South Saluda River Approximately 1,930 upstream of Freeman

Bridge Road. Atthe confluence with Twelvemile Creek Approximately 1,670 feet downstream of

Morningside Road. Atthe confluence of Wolf River .................. Approximately 570 feet downstream of

Boundary Drive. None None None None None None *None

None None None None None None None None None None None None None None
None None None None None None None None None None None None None None None None +959 +863 +1,053

+937 +1,018

+872 +988 +889 +904 +892 +904 +911 +1,046

+932 +957 +932 +935 +968 +979 +950 +957
+950 +982 +927 +948 +946 +995 +968 +976 +997 +1,046

+893 +902 +857 +886 +1,004 +1,023 Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

Cityof Easley.
Pickens County (Unincorporated Areas),

City of Easley.
Pickens County (Unincorporated Areas),

Cityof Easley.
Pickens County (Unincorporated Areas),

City of Easley.
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas):
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas). 

### 40961

HeinOnline -- 71 Fed. Reg. 40961 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

*Elevation infeet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) in affecbov 

### #Depth infeetabove Cmuiisafce ground Effective Modified Reedy Cove Creek ....... Rices Creek .................. Rices Creek Tributary
Shoal Creek ..................
Shoal Creek Tributary 1

Shoal Creek (South

Saluda River Tributary).
Shoal Creek Tributay 1

(South Saluda River Tributary). Shoal Creek Tributary 2

(South Saluda River Tributary).
Sixmile Creek

.......
South Saluda River ...... South Saluda River

Tributary 1.
South Saluda River

Tributary 1.
Three and Twenty

Creek.

Three and Twenty

Creek Tributary 1.
Three and Twenty

Creek Tributary 2.
Town Creek

.............. Town Creek Tributary 1

Town Creek Tributary2 At the confluence with Eastatoe Creek ...... Approximately 350 feet upstrear of

Holcombe Hollow. At the confluence with Twelvemile Creek Approximately 130 feet upstream of Robert

P. Jeannes Road. At the confluence with Rices Creek ........... Approximately 1,170 feet upstream of Griffin Mill Road. At the confluence with Twelvemile Creek Approximately 2,660feet upstream of Spur

Road. Atthe confluence with Shoal Creek ........... Approximately 330 feet upstream of Liberty

Hwy. At the confluence with South Saluda river Approximately 3,840 feet upstream "of

Dacusville Hwy. At the confluence With Shoal Creek (South

Saluda RiverTributary). Just upstream of Hunts Bridge Road ......... At the confluence with Shoal Creek (South

Saluda RiverTributary). Approximately 2,170 feet upstream of

Raines Road. At the confluence with Lake Hartwell ......... Approximately 700 feet upstream of Cedar

Hill Road. Atthe confluence of Georges Creek ........ Approximately 1,000 feet upstream of

South Saluda Road. Atthe confluence of South Saluda River ... Approximately 2,520 feet upstream of Edinburgh Lane. Atthe confluence of South Saluda River ... Approximately 200 feet upstream of Lake

Circle. Approximately 4,270 feet downstream of

the confluence of Three and Twenty Creek Tributary 1. Approximately 900 feet downstream of

Johnson Road. At the confluence of Three and Twenty

Creek. Approximately 3,200 feet upstream of Zion

School Road. At the confluence of Three and Twenty

Creek. Approximately 1,355 feet upstream of

Johnson Road. Just upstream of Pumpkintown Hwy .......... Approximately 1,380 feet upstream of Ivey

Hanes Road. At the confluence of Town Creek

....... Approximately 1,190 feet east of the intersection of Capewood Lane and Glassy MoVntain Road. At the confluence of Town Creek ............... None None' None None None None None None None None None
None None
None None
None None None None None None None None None None
None None None None None None None None None
None +962 +986 +841 +1,018

+945 +951 +792 +1,099

+896 +966 +866
+990 +866
+942 +872
+904 +665

+804 +1,127

+862 +884 +927 +948 +820
+868 +827 +860 +828 +879 +988 +1,124 +1,007 +1,099 Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

Town of Sixmile.
Pickens County (Unincorporated Areas),

Town of Sixmile.
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas),

Town of Sixmile.
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).

+1,022 1Pickens County (Unincorporated Areas). 

### 40962

HeinOnline -- 71 Fed. Reg. 40962 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

*Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAV) eet abov 

### #Depth infeet above Cmuiisafce ground Effective Modified

Town Creek Tributary 3
Town Creek Tributary4
Twelvemile Creek ......... Twelvemile Creek .........

Twelvemile Creek Tributary. Twelvemile Creek Tributary4.
Twelvemile Creek Tributary6.
Twelvemile Creek Tributary 7.
TwelvemileCreek Tributary 9.

Twelvemile CreekTributary 10.
Twelvemile Creek Tributary 11.

Twelvemile Creek Tributary 13.
Twelvemile Creek Tributary 14.
Twelvemile Creek Tributary 15.
Weaver Creek .............. West ForkGregory

Creek.
Wolf Creek .................... Wolf Creek .................... Approximately 1,960 feet upstream of Griffin Church Road. At the confluence of Town Creek ............... Approximately 1,680 feet upstream of Fox

Squirrel Ridge Road. Atthe confluence of Town Creek ............... Approkimately 720 feet downstream of

Spring Creek Drive. Atthe confluence with Lake Hartwell ......... At Belle Shoals Road .................................. Approximately 80 feet upstream of Log

House Road. Approximately 500 feet upstream of Hidden Valley Road. At the confluence with Lake Hartwell ......... At Old Central Road ................................... At theconfluence with Lake Hartwell ......... Approximately 4,970 feet upstream of the

confluence with Lake Hartwell. At theconfluence with Lake Hartwell ......... Approximately 210 feet upstream of R.C.

Edward School Road. At theconfluence with-Lake Hartwell ......... Approximately 930 feet upstream of the

confluence with Lake Hartwell. At the confluence with Lake Hartwell ......... Approximately 320 feet southeast of the

intersection of Old Cedar Lane and South Main Street. At'the confluence with Lake.Hartwell ......... Approximately 1,190 feet upstream of the

confluence with Lake Hartwell. At the confluence with Twelvemile Creek Approximately 690 feet southeast of the

intersection of Garvin Street and Maw Bridge Road. At the confluence with Twelvemile Creek Approximately 590 feet upstream of Tiger

Drive. At the confluence withTwelvemile Creek... Approximately 280 feet upstream of Tommys Trail. At the confluence with Twelvemile Creek Approximately 3,030 feet upstream of the

confluence of Twelvemile Creek. At the confluence with Twelvemile Creek Approximately 2,570 feet upstream of the

confluence with Burgress Creek. At the confluence withTwelvemile Creek Approximately 660 feet upstream of

Windmont Road. Atthe confluence with Twelvemile Creek Just upstream of Mauldin Lake Road ......... Just downstream of Hideaway Hills Lane.. None None None None None None None None None None None None None None None None None None None
None None None None
None None None None None None None None None None None None None +1,099 +1,055 +1,060 

### +1,029 +1,065

+665 +869 +1,019 +1,061

+665 +665 +665 +675 +665 +673 +665 +668 +665 +994
+665 +669 +678 +960
+908 +926 +978 +1,023

+982 +999 +937 +950 +938 +956 +876 +916 +996 Pickens County (Unincorporated Areas).
Pickens County'(Unincorporated Areas).
Pickens County (Unincorporated Areas),

City of Clemson. Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas),

City of Clemson. Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).

Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas).
Pickens County (Unincorporated Areas),

City of Pickens. Pickens County (Unincorporated Areas). 

### 40963

HeinOnline -- 71 Fed. Reg. 40963 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

*Elevation in feet (NGVD) + Elevation infeet Flooding source(s) Location of referenced elevation (NAVD) eetabove 

### #Depth infeet above Cmuiisafce ground Effective Modified Approximately 260 feet downstream of None +1,046

Pretty Place Drive. Wolf Creek Tributary .... At the confluence of Wolf Creek ................. None +951 Pickens County (Unincorporated Areas). Approximately 2,500 feet upstream of the None +972

confluence with Wolf Creek. Woodside Branch ......... At the confluence with Eighteenmile Creek None +826 Pickens County (Unincorporated Areas), Town of Uberty. Approximately 960 feet upstream of the None +866

confluence with Woodside Branch Tributary. Woodside Branch Tribu- At the confluence with Woodside Branch
... None +854 Pickens County (Unincorporated Areas),

tary. Town of Liberty. Approximately 2,180feet upstream of Burn None +882

Hill Road. Youngs Branch ............. At the confluence with Middle Fork None +1,005 Pickens County (Unincorporated Areas),

Twelvemile Creek. Town of Liberty. Approximately 840 feet downstream of None +1,059

confluence of Blacks Branch. # Depth in feetabove ground. *National Geodetic Vertical Datum. +National American Vertical Datum.
ADDRESSES Unincorporated Areas of Pickens County Maps are available for inspectionat 222 McDaniels Avenue B-, Pickens, SC.29670-1419. Send comments to Alan M.Ours, County Administrator, PickensCounty, 222 McDaniels Avenue B-2, Pickens, SC 29670-1419. Town of Central Maps are available for inspection at 1067 West Main Street, Central, SC 29630-0549. Send comments to the Honorable H.R. Holladay, Mayor, Town of Central, P.O. Box 549, Cenral, SC 29630-0549. City of Clemson Maps are available for inspection at 1200-3 Tiger Boulevard, Clemson, SC 29633-1566.. Send comments to RickCotton, City Aministrator, City of Clemson, P.O. Box 1566, Clemson, SC 29633-1566. .City of Easley Maps are available for inspectionat 205 N 1st Street, Easiey, SC 29641-0466. Send comments to the Honorable M.E. Christopherson, Mayor, City of Easley, P.O. Box 466, Easley, SC 29641-0466. Town of Liberty Maps are available for inspectionat 206 West Front Street, Liberty, SC 29657-0716. Send comments to the Honorable Eddie Hughes, Mayor, City of Liberty, P.O. Box 716, Liberty, SC 29657-0716. Town of Norris Maps are available for inspectionat 100 East Jamison Street, Norris, SC 29667-0320. Send comments to the Honorable Odell Williams, Mayor, Town of Norris, P.O. Box N, Norris, SC 29667-0320. Cityof Pikens Maps are available for inspectionat 209 Pendleton Street, Pickens,SC 29671-0127. Send comments to the Honorable David Owens, Mayor, Cityof Pickens, P.O. Box 217, Pickens, SC 29671-0127. Town of Sixmile Maps are available for inspectionat 106 South Main Street, Six Mile, SC 29682-0429. Send comments to the Honorable Randy Cheek, Mayor, Town of Six Mile, P.O. Box 429 Six Mile, SC 29682-0429. York County, South Carolina and Incorporated Areas Approximately 4,550 feet downstream of

Rowells Road. Approximately 300 feet downstream of

Rowells Road. At the confluence with Big Allison Creek ... Approximately 3,800 feet upstream of

Faulkner Road. At the confluence with Allison Creek .......... Just downstream of Faulkner Road ............ None None None None None None +484 York County (Unincorporated Areas). +509 +667 +703 +679 +686 York County (Unincorporated Areas), Town of Clover.
York County (Unincorporated Areas). Abernathy Creek ..........

Allison Creek.................

Allison Creek Tributary 

### 40964

HeinOnline -- 71 Fed. Reg. 40964 2006

### Federal Register/Vol. 71, No. 138

## /Wednesday, July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) +Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) 

### #Depth infeet above Communities affected ground Effective Modified Allison Creek Tributary

1.
Allison Creek Tributary

2.
Beaverdam Creek ........ Beaverdam Creek West
Beaverdam Creek Tributary 1.
Beaverdam Creek Tributary2.
Beaverdam Creek Tributary 3.
Beaverdam Creek Tributary 4. Big Branch .................... Big Allison Creek .......... Big Allison Creek Tributary 1. Big Allison Creek Tributary2. Big Allison Creek Tributary3. Big Allison Creek Tributary 4. Big Dutchman Creek ....

Blue Branch .................. Blue Branch Tributary 1
Broad River .................. Bryson Creek ................ At the confluence with Allison Creek ......... Approximately 275 feet upstream of Thomas Road. At theconfluence with Allison Creek Tributary 1. Approximately 310 feet downstream of

Thomas Road. At the confluence with Crowders Creek ..... Approximately 1,090 feet downstream of

Barrett Road. At the confluence with Broad River ............ Approximately 1,270 feet upstream of the

Dagnall Road. At the confluence with Beaverdam Creek Approximately 6,010 feet upstream of

Chimney Ford Road. At the confluence with Beaverdam Creek Approximately 320 feet downstream of

Bate Harvey Road. At the confluence with Beaverdam Creek Approximately 7,540 feet upstream of Old

Carriage Road. At the confluence with Beaverdam Creek Approximately 640 feet upstream of Carbon Metallic Hwy. At theconfluence with Big Allison Branch Approximately 1,155 feet southwest of the

intersection of Old Cedar Circle and Big Branch Court. At theconfluence with Lake Wylie ............. Approximately 5,570 feet upstream of the

confluence with Big Allison Creek Tributary 4. At the confluence with Big Allison Branch Approximately 5,280 feet upstream of

Paraham Road South. At the confluence with Big Allison Creek ... Just upstream of Meadow Road ................. At the confluence with Big Allison Creek ... Approximately 60 feet upstream of Brown

Pelican Court. At the confluence with Big Allison Creek ... Approximately 80 feet downstream of

Wilmoth Road. At the confluence with Catawba River ....... Approximately 50 feet downstream of Mt.

Gallant Road. At the confluence with Turkey Creek ......... Approximately 550 feet downstream of McConnells Hwy West. At the confluence with Blue Branch ........... Approximately 3,800 feet upstream above

theconfluence with Blue Branch. Approximately 7,030 feet downstream of

the confluence of Robertson Branch. At the confluence of Kings Creek ............... At the confluence with Turkey Creek ......... None None None None None None None None None None None None None None None None None None
None None
None None None None None None None None None None None None None None None None None +676 +731 +698 +721 +579 +736 +438 +582 +593 +666 +635 +685 +649 +728 +711 +789 +575 +612
+570 +771
+634 +634 +633 +641 +673 +713 +735 +784 +511 +515 +387 +472 +392 +442 +433 +456 +414 York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

Town of Clover.

York County (Unincorporated Areas), Town

of Clover.
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas) City

of Rock Hill.
York County (Unincorporated Areas). YorkCounty (Unincorporated Areas). York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas). 

### 40965

HeinOnline -- 71 Fed. Reg. 40965 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed :Rules

*Elevation infeet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) eet afove 

### #Depth infeet above Cmuiisafce ground Effective Modified

Buck Horn Creek .......... Buck Horn Creek Tributary 1.
Buck Horn Creek Tributary 2.
Buck Horn Creek Tributary 3.
BuckHom Creek Tributary 4.
BuckHom Creek Tributary 5.
Buck Horn Creek Tributary 6.

Bullock Creek ............... Bullock Creek Tributary

1.
Bullock Creek Tributary

2.
Bullock Creek Tributary

3.
Bullock Creek Tributary

4.
Bullock Creek Tributary

5.
Bullock Creek Tributary

6.
Bullock Creek Tributary

7. Burgis Creek ................. Calabash Branch .......... Approximately 430 feet downstream of Parson Road. At the confluence with Susybole Creek ...... Approximately 440 feet downstream of

Templeton Road. At the confluence with Buck Horn Creek ... Approximately 780 feet upstream of

Broadhurst Lane. Atthe confluence with Buck Horn Creek ... Approximately 1,550 feet upstream of

Propst Road. At the confluence with Buck Horn Creek ... Approximately 1,960 feet upstream of

Propst Road. Atthe confluence with Buck Horn Creek Approximately 2,720 feet upstream of

Quarry Road. At the confluence with Buck Horn Creek Approximately 2,940 feet upstream of the

confluence with Buck Horn Creek. At theconfluence with Buck Horn Creek ... Approximately .450 feet southeast of the

intersection of Hartness Road and Templeton Road. At the confluence with Broad River ............ Approximately 1,220 feet upstream of

Crossland Road. At the confluence of Bullock Creek ............ Approximately 3,370-feet upstream of the

confluence with Bullock Creek. At the confluence of Bullock Creek ............ Approximately 8,890 feet upstream of the

confluence with bullock Creek. At the confluence of Bullock Creek ............ Approximately 4,500 feet upstream of the

confluence with Bullock Creek. Atthe confluence of Bullock Creek ............ Approximately 2,520 feet upstream of the

confluence with Bullock Creek. At the confluence of Bullock Creek ............ Approximately 1,350 feet upstream of the

confluence with Bullock Creek. At the confluence of Bullock Creek ............ Approximately 2,110 feet upstream of the

confluencewith BullockCreek. At the confluence of Bullock Creek * ........... Approximately 90 feet downstream of Beersheba Road North. At the confluence of Catawba River ............ Approximately 100 feet downstream of

White Horse Road. At the confluence with Big Allison Creek .. None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None +540 +490 +744 +562 +609 +578 +593 +577 +607 +619 +719 +638 +736 +701 +746
+436 +662 +474 +487 +491 +547 +506 +539 +514 +541 +522 +529 +530 +550 +620 +649 +492 +550 +618 York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas),

York County (Unincorporated Areas).

York County (Unincorporated Areas).

YorkCounty (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas), Town

of Clover. 

### 40966

HeinOnline -- 71 Fed. Reg. 40966 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules
*Elevation in feet (NGVD) + Elevation infeet Flooding source(s) Location of referenced elevation (NAVD) eet above 

### #Depth infeet above Cmuiisafce ground Effective Modified
Camp Run .................... Carter Branch ............... Catawba River .............. Catawba RiverTributary

1. Catawba RiverTributary

2.
Catawba RiverTributary

3.
Catawba RiverTributary

4.
Catawba River Tributary

6.
Catawba RiverTributary

9.

Catawba RiverTributary

10.

Catawba RiverTributary

11.
Clark Creek .................. Clark Creek Tributary 1
Clark CreekTributary 2
Clark Creek Tributary 3
Clark Creek Tributary 4
Clark Creek Tributary 5
Clark Creek Tributary 6
Clark Creek Tributary 8 Approximately 850 feet upstream of McConnell Street. At the confluence with Beaverdam Creek Approximately 300 feet upstream of W.H.

Stowe Road. At the confluence with Susybole Creek ...... Approximately 1,640 feet upstream of

Burgis Road South. Approximately 4,370 feet downstream of

the Railroad crossing. • Just downstream ofthe Lake Wylie Dam ... Atthe confluence with Catawba River ....... At the Chester/York County Boundary ....... Atthe confluence with Catawba River ....... Approximately 3,370 feet upstream of the

confluence with Catawba River. At the confluence with Mooney8 Hill

Branch. Approximately 1,605 feet upstream of the

confluence with Mooneys Hill Branch. At the confluence with Mooneys Hill

Branch. Approximately 1,980 feet upstream of the

confluence with Mooneys Hill Branch. At the confluence with Lake Wylie ............. Approximately 1,980 feet upstream of the

confluence with Lake Wylie. At the confluence with Catawba River Tributary 3. Approximately 585 feet upstream of the

confluence with Catawba Riber Tributary 10. At the confluence with Catawba RiverTributary 9. Approximately 625 feet upstream of the

confluence with Catawba RiverTributary 9. At the confluence with Catawba River ....... Approximately 4,530 feet upstream of the

confluence with Catawba River. At the confluence with Bullock Creek ......... Approximately 2,310feet upstream of Park

Road. At the contluence-with Clark Creek ............ Approximately 870 feet downstream of

Walnut Street Extension. At the confluence with Clark Creek ............ Approximately 1,650 feet upstream of the

confluence with Clark Creek. At the confluence with Clark Creek ............ Approximately 2,210 feet upstream of the

confluence with Clark Creek. At the confluence with Clark Creek .......... Approximately 1,710 feet upstream of the

confluence with Clark Creek. At the confluence with Clark Creek ............ Approximately 2,000 feet upstream of the

confluence with Clark Creek. At the confluence with Clark Creek ............ Approximately 1,800 feet upstream of the

confluence with Clark Creek. At the confluence with Clark Creek ............ Approximately 1,490 feet upstream of the

confluence with Clark Creek. None None None None None None *524 None None None None None None None None None None None None
None None
None None None None None None None None None None None None None None None None None None +762 +594 +606 +458 +490 +467 +517 +467 +502 +480 +503 +521 

### +539 +535 +545 +570 +573 +529 +548
+537 +547
+480 +507 +467 +704 +477 +496 +489 +507 +503 +519 +520 +536 +527 +545 +539 +567 +543 +569 York County (Unincorporated Areas).
York County (Unincorporated Areas)..
York County (Unincorporated Areas), Catawba Indian Nation. York County (Unincorporated Areas), City

of Rock Hill. York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas). 

### 40967

HeinOnline -- 71 Fed. Reg. 40967 2006

### Federal Register/Vol. 71, No. 138'/Wednesday, July 19, 2006/Proposed'Rules

Flooding source(s)

Clinton Branch ..............

Clinton Branch Tributary

1.
Conrad Creek ...............

Conrad Creek Tributary

1.
Conrad Creek Tributary

2.
Conrad Creek Tributary

3.
Conrad Creek Tributary

4.
Conrad Creek Tributary

5.
Creekside Branch .........

Creekside Branch Tributary No..

Creekside Branch Tributary No. 2.

Creekside Branch Tributary No. 4.

Creekside Branch Tributary No. 5.
Creekside Branch Tributary No. 6.
Creekside Branch Tributary No. 7. Location of referenced elevation

Approximately 2,160 feet downstream of

the confluence of Clinton Branch Tributary 1. Approximately 2,280 feet downstream of

Mount Holly Road. At the confluence of Clinton Branch ........... Approximately 3,230 feet upstream of the

confluence with Clinton Branch. Approximately 2,160 feet downstream of

the confluence of Conrad Creek Tributary 1. Approximately 6,120 feet upstream of the

confluence of Conrad Creek Tributary 5. At the confluence with Conrad Creek ......... Approximately 4,450 feet upstream of the

confluence with Conrad Creek. At the confluence with Conrad Creek ......... Approximately 1,540 feet upstream of

Lowrys Road. At the cQnfluence with Conrad Creek ......... Approximately 4,470 feet upstream of the

confluence with Conrad Creek. At the confluence with Conrad Creek ......... Approximately 5,450 feet upstream of the

confluence with Conrad Creek. At the confluence with Conrad Creek ......... Approximately 6,190 feet upstream of the

confluence with Conrad Creek. At the confluence with Langham Branch .... Approximately 665 feet upstream of the

confluence df Creekside Branch Tributary 1. At the confluence with Creekside Branch Approximately 300 feet south of the intersection of Benfield Avenue and Lynwood Circle. Atthe confluence with Creekside Branch Approximately 3,810 feet upstream of the

confluence of Creekside Branch Tributary 7. Atthe confluence with Creekside Branch Approximately 2,905 feet upstream of the

confluence of Creekside Branch Tributary 7. Atthe confluence with Creekside Branch Approximately 1,290 feet upstream of the

confluence of Creekside Branch. Atthe confluence with Creekside Branch Approximately 1.630 feet upstream of the

confluence of Creekside Branch. At the confluence with Creekside Branch

Tributary No. 2. Approximately 930 feet upstream of the

confluence of Creekside Branch Tributary 2. * Elevation in feet (NGVD) + Elevation infeet (NAVD) Communities affected #Depth in feetabove ground Effective Modified None
None None None None
None None None None None None None None None None None None None
None None
None None
None None
None None None None None None +513 York County (Unincorporated Areas).
+612 +522 +548 +551
+638 +554 +581 +568 +616 .+567 +601 +583 +613 +592 +640 +588 +649
+647 +681
+637 +674
+602 +616
+637 +640 +639 +644 +637 +638 York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County

of York.

York County

of York. (Unincorporated Areas), City

(Unincorporated Areas), City

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of York.
York County (Unincorporated Areas).

York County (Unincorporated Areas). 

### I 40968.

HeinOnline -- 71 Fed. Reg. 40968 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation infeet (NGVD) + Elevation in feet (NAVD) Communities affected Flooding source(s) Location of referenced elevation #Depth in feet above ground Effective Modified Crowders Creek ........... Crowders Creek Tributary 1.
Crowders Creek Tributary 2.
Crowders CreekTributary 3. Diggers Branch ............. Dry Fork ........................ Dry Fork Tributary 1 .....
Dye Branch ................... Ferry Branch ................. Ferry Branch Tributary

2. Ferry Branch Tributary

3. Fishing Creek ...............

Fishing Creek Tributary Fishing Creek Tributary

1. Fishing Creek Tributary

1A. Fishing Creek Tributary

1B. Fishing Creek Tributary

2.
-Fishing Creek Tributary

3. Fishing Creek Tributary

4. At the confluence with Lake Wylie ............ -Approximately 2,800feet upstream of confluence of Crowder Creek Tributary 1. At the confluence with Crowders Creek ..... Approximately 1,980 feet upstream of confluence with Crowder Creek. At the confluence with Crowders Creek ..... Approximately 4,100feet upstream of confluence with Crowder Creek. Approximately 6,810 feet downstream of

Colonial Road. Approximately 4,430 feet downstream of

Colonial Road. Atthe confluence with Clark Creek ..... Approximately 2,260 feet upstream of Jenkins Road. At the confiuence with Turkey Creek ......... Approximately 150 feet downstream of

Sharon Road. At the confluence of Dry Fork ..................... Approximately 130 feet downstream of

Sharon Road. At theconfluence with Catawba River ....... Approximately 1,425 feet downstream of

HarrisRoad. At the confluence with Catawba River ....... Approximately 3,540 feet upstream of

Ferry Branch Tributary 3. At the confluence with Ferry Branch .......... Approximately 1,450 feet downstream of

Reservation Road. At the confluence with Ferry Branch .......... Approximately 470 feet downstream of

Cureton Ferry Road. Approximately 2,470 feet downstream 'of

the confluence of a unnamed tributary to Fishing Creek. Approximately 760 feet upstream of Lincoln Road. At theconfluence with Fishing Creek ......... Approximately 2,925 feet upstream of

Zinker Road. At theconfluence with Fishing Creek ......... At Lincoln Road .......................................... At the confluence with Fishing Creek Tributary 1. At Ross Cannon Street............. At the confluence with Fishing Creek Tributary 1. At Hall Street ............................................... At the confluence with Fishing Creek ......... Approximately 1,640 feet southeast of the

intersection of Country Trail Road and Emest Road. At the confluencewith Fishing Creek ........ Approximately 2,890 feet upstream of Alexander Love Hwy East. At the confluence with Fishing Creek .... None None None None None None None None None None None None None None None None None NoneNoneNone None None None
None None None None None None None None None None None
None None None +570 +618 +615 +622 +575 +597 +641 +654 +556 +649 +482 +521 +488 +510 +507 +531 +475 +612 +533 +555 +568 +577 +486
+656 +547 +605 +642 +710 +677 +704 +686 +705 +595 +636
+643 +693 +532 York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas), Town

of Fort Mill.
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of Rock Hill, City of York.

York County (Unincorporated Areas).
York County (Unincorporated Areas), City

of York. City of York. City ofYork.
York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of York.
York County (Unincorporated Areas). 

### 40969

HeinOnline -- 71 Fed. Reg. 40969 2006

### Federal Register/Vol. 71,. No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) eet above 

### #Depth infeet above Cmuiisafce ground Effective Modified
Fishing Creek Tributary

5. Fishing Creek Tributary

6. Fishing Creek Tributary

7.
Fishing Creek Tributary

8. Fishing Creek Tributary

9. Fishing Creek Tributary

10. Fishing Creek Tributary

11. Fishing CreekTributary

12. Fishing Creek Tributary

. 13. Fishing Creek Tributary

14. Fishing Creek Tributary

15. Fishing Creek Tributary

16.

Gin Branch ................... Grist Branch ................. Guyon Moore Creek ..... Guyon Moore Creek

Tributary 1. Haggins Branch ............ Approximately 50 feet downstream of Oak

Park Road. Atthe confluence with Fishing Creek .......... Approximately 1,985 feet upstream of the

confluence of Fishing Creek Tributary 7. At the confluence with Fishing Creek Trib-

. utary 5. Approximately 490 feet downstream of

Highwood Road. At the confluence with Fishing Creek Tributary 5. Approximately 1,255 feet upstream of the

confluence with Fishing Creek Tributary 5. At the confluence with Fishing Creek Tributary6. Approximately 450 feet upstream of

Highwood Road. Atthe confluence with Fishing Creek ......... Approximately 790feet upstream of Trotter

Place. Atthe confluence with Fishing Creek ......... Approximately 50 feet northeast of the end

of Cricket Run. Atthe confluence with Fishing Creek ......... Approximately 2,550 feet upstream of Turkey Farm Road. Atthe confluence with Fishing Creek ......... Approximately 2,605 feet upstream of the

confluence with Fishing Creek. At the confluence with Fishing Creek ......... Approximately 2,780 feet upstream of the

confluence with Fishing Creek. At the confluence with Fishing Creek ......... Approximately 3,690 feet upstream of the

confluence with Fishing Creek. At the confluence with Fishing Creek ......... Approximately 1,650 feet upstream of the

confluence with Fishing Creek. At the confluence with Fishing Creek Tributary 2. Approximately 3,150 feet upstream of the

confluence with Fishing Creek Tributary 2. At the confluence with Bullock Creek ......... Approximately 70 feet downstream of Bush

Road. At the confluence with Big Allison Creek ... Approximately 60 feet downstream of

Wood Drive. At the confluence with Broad River ............ Approximately 7,370 feet upstream of the

confluence of Guyon Moore Creek. Atthe confluencewith Guyon Moore Creek Approximately 1,980 feet upstream of the

confluence with Guyon Moore Creek. Atthe confluence with Catawba River ....... None None None None None None None
None None None None None None None None None None None None None None None None None None
None None None None None None None None None +546 +540 +598 +563 +604 +571 +596
+580 +597 +623 +660 +614 +631 +554 +580 

### +565 +575 +567 4584 +569 +600 +575 +594 +617 +675
+598 +639 +610 +625 +446 +597 +538 +558 +483 York County (Unincorporated Areas).

YorkCounty (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of York.
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).,

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporatel Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas). 

### 40970

HeinOnline -- 71 Fed. Reg. 40970 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) + Elevation infeet Flooding source(s) Location of referenced elevation (NAVD) eet afove 

### #Depth infeetabove Cmuiisafce ground Effective Modified

Hidden Creek
............... Jennings Branch ...........
Johnson Branch ........... Jones Branch ............... Kings Creek .................. Kirkpatrick Branch ........ Lake Wylie .................... Langham Branch .......... Langham Branch Tributary 2. " Leroy Branch ................ Leroy Branch Tributary

1. Lindsey Creek .............. Lindsey Creek Tributary

1.
Little Allison Creek ....... Little Allison Creek Tributary 1.
Little Allison Creek Tributary2.
Little Dutchman Tributary 1A.
LittleTurkey Creek ....... LittleTurkey Creek Tributary 1. Approximately 394 feet upstream of Greenwood Road. At the confluence with Catawba River ....... Just downstream of Riverview Road .......... At the confluence with ClarkCreek ............ Approximately 4,280 feet upstream of the

confluence with Clark Creek. At the confluence with Rock Branch .......... Approximately 1,440 feet downstream of

Lincoln Road. At the confluence with Dye Branch ............ Approximately 280 feet downstream of

Harris Road. At the confluence with Broad River ............ Approximately 5,330 feet upstream of

River Road. At theconfluence with Bullock Creek ......... Approximately 1,600 feet downstream of

Lockhart Road.
At the confluence with Fishing Creek ......... Approximately 250 feet downstream of LibertyStreet East. At theconfluence with Langham Branch .... Approximately 1,890 feet upstream of the

confluence with Langham Branch. At the confluence with Steele Creek .......... Approximately 175 feet upstream of the

confluence of Leroy Branch Tributary 1. At the confluence with Leroy Branch .......... Approximately 1,000 feet upstream of the

confluence with Leroy Branch. At the confluence with Wright Creek .......... Approximately 610 feet upstream of

Larchwood Road. At the confluence with Lindsey Creek ......... Approximately 996 feet downstream of

Larchwood Road. At the confluence with Lake Wylie ............. Approximately 1,990 feet downstream of

Charlotte Hwy. At the confluence of LittleAllison Creek .... Approximately 840 feet upstream of Tirzah

Road Extension. At the confluence of Little Allison Creek Approximately 50 feet downstream' of

Harper Road. Just upstream of Ebingport Road ............... Approximately 205 feet upstream of

Roundtree Circle. At the confluence with Turkey Creek ......... Approximately 4,120 feet upstream of Garvin Road. At theconfluence with Little Turkey Creek Approximately 2,790 feet upstream of the

confluence with LittleTurkey Creek. None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None +557 +511 +563 +673 +683 +608 +626 +515 +582 +493 +515 +436 +472 +570 +573 +668 +587 +598 +526, +562 +561 +574 +496 +605 +572 +600 +570 +720 +619 +652 +602 +621 +572 +587 +420 +511 +572 +600 York County (Unincorporated Areas), City of Rock Hill. York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas), City

of Tega Cay. York County (Unincorporated Areas), City

of York.
York County (Unincorporated Areas).

York County (Unincorporated Areas) Town

of Fort Mill.
Town of Fort Mill.

York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County.(Unincorporated Areas).

York County (Unincorporated Areas).
City of Rock Hill.

York County (Unincorporated Areas).
York County (Unincorporated Areas). 

### 40971

HeinOnline -- 71 Fed. Reg. 40971 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation infeet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) eet afove 

### #Depth infeet above Cmuiisafce ground Effective Modified
Love Creek ..................

Love Creek Tributary 1

Loves Creek ....... Loves Creek Tributary 1
Loves Creek Tributary 2
Manchester Creek ........

Manchester Creek Tributary 1.
Manchester Creek Tributary 1.
Manchester Creek Tributary 2.
Manchester Creek Tributary 3.
McClures Branch ..........
McClures Branch Tributary 1.
Mill Creek ..................... Mill Creek Tributary 1 ... Mill Creek Tributary 2 ...

Mitchell Branch ............. Mooneys Hill Branch .... Mooneys Hill Branch

Tributary 1.
Morris Branch ............... At the confluence with South Fork Fishing

Creek. Approximately 1,690 feet upstream of

McConnels Hwy. At the confluence with Love Creek ............. Approximately 100 feet downstream of McConnells Hwy. At the confluence with Bullock Creek ......... Just downstream of Smith Street ............... At the confluence with Loves Creek ........... Approximately 100 feet upstream of Howells Ferry Road. At the confluence with Loves Creek ............ Approximately 2,630 feet upstream of

Howells Ferry Road. Approximately 790 feet downstream of the

confluence of Manchester creek Tributary 1. Approximately 1,390 feet upstream of Mt.

Gallant Road East. At the confluence with Manchester Creek Approximately 2,110 feet upstream of

David Lyle Boulevard. Approximately 1,855 feet upstream of Evelyn Street. Approximately 3,195 feet upstream of Evelyn Street. Approximately 2,260 feet upstream of Poe

Street. Approximately 3,750 feet upstream of Poe

Street. Approximately 250 feet downstream of

Eastwood Drive. Approximately 50 feet downstream of Pearl

Street. Atthe confluence with Little Turkey Creek Approximately 4,390 feet upstream of the

.confluence of McClures Branch Tributary 1. Atthe confluence of McClures Branch ....... Approximately 2,560 feet upstream of the

confluence of McClures Branch. At the confluence with Lake Wylie ............ Approximately 410 feet upstream of Riddle

Mill Road. At theconfluence with Mill Creek ............... Approximately 1,360 feet downstream of

Valley View Drive Road. At the confluence with Mill Creek ............... Approximately 410 feet northwest of the

intersection of Shagbark Land and Pine Lake Road. At the confluence of Bullock Creek ............ Approximately 6,370 feet upstream of

Sherer Road. At the confluence with Catawba River ...... Approximately 1,045 feet downstream of

Spratts Branch. At the confluence of Mooneys Hill Branch Approximately 2,875 feet upstream of the

confluence with Mooneys Hill Branch. At the confluence with Big Allison Creek ... None None None None None None None None None None *516
*549 *517 *532 *548 None None None None None None None
None None None None None None None None None None None None None None None +534 +617 +561 +617 +436 +620 +510 +552 +493 +516 +515
+549 +518 +531 +548 +561 +609 +628 +604 +609 +455 +545
+509 +528 +570 +656 +379 +593 +595 +631 +448 +587 +500 +573 +500 +537 +646 York County (Unincorporated Areas), Town of McConnells.
York County (Unincorporated Areas).
York County (Unincorporated Areas), Town

Hickory Grove. York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas), City

of Rock Hill.

York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas),

York County (Unincorporated Areas).
York County (Unincorporated Areas), Town

of Fort Mill.
York County (Unincorporated Areas).

York County (Unincorporated Areas). 

### 40972

HeinOnline -- 71 Fed. Reg. 40972 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) Communities affected #Depth in feetabove C ground Effective Modified


### Mud Creek .................... Neelys Creek ...............

Palmer'Branch .............. Plexico Branch ............. Rainey Branch .............. Rainey Branch Tributary

1.
Rock Branch ................. Rocky Branch ............... Rocky Branch Tributary

1.
Ross Branch .............. Ross Branch Tributary
Ross Branch Tributary 1
Ross Branch Tributary 3
Ross Branch Tributary 4
Rum Branch .................
Rum Branch Tributary 1

Rum Branch Tributary 2

Silver Creek .................. Six Mile Creek .............. Six Mile Creek Tributary

2. Approximately 3,810. feet upstream of Smith Road. At the confluence with Broad River ............ Approximately 100 feet upstream of Martin

Road. Approximately 6,330 feet downstream of

Pitts Road. Approximately 180 feet upstream of Hovis

Road. At the confluence with Rainey Branch ....... Approximately 5,120 feet upstream of the

confluencewith Rainey Branch. At the confluence with Bullock Creek ......... Approximately 5,620 feet upstream of

Hoodtown Road. Approximately 2,200 feet downstream of

the confluence of Palmer Branch. Approximately 6,070 feet upstream of the

confluence of Rainey Branch Tributary 1. At the confluence with Rainey Branch ....... Approximately 2,040 feet upstream" of the

confluence with Rainey Branch. At the confluence with BigAllison Creek ... Approximately 300 feet upstream of Lincoln Road. At the confluence with Bullock Creek ......... Approximately 5,030 feet upstream of

Tumer Road. Atthe confluence with Rocky Branch ......... Approximately 3,530 feet upstream of the

confluence with Rocky Branch. At the confluence withTurkey Creek ......... Approximately 4,460 feet upstream of

Longleaf Road. At the confluence with Ross Branch .......... Approximately 8,030 feet upstream of the

confluence with Ross Branch. Atthe confluence with Ross Branch .......... Approximately 3,660 feet upstream of the

confluence with Ross Branch. At theconfluence with Ross Branch .......... Approximately 2,180 feet upstream of

Fleetwood Road. At the confluence with Ross Branch .......... Approximately 720 feet upstream of Sharon Road. Approximately 1,510 feet downstream of

Antler Drive. Approximately 200 feet downstream of

Neelys Creek. At the confluence with Rum Branch ........... Approximately 1,050 feet southwest of the

intersect of Brer Rabbit and Carrie Estates Drive. At the confluence with Rum Branch Tributary 1. Approximately 1,790 feet upstream of the

Railroad crossing. At the confluence with Buck Horn Creek ... Approximately 5,140 feet upstream of Sierra Road. At theconfluence with Catawba River ....... Approximately 1,350 feet downstream of

George Dunn Road. At the confluence of Six Mile Creek ........... 

### None None None None *None

None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None +688 +448 +526 +506 +629 +406 +417 +444 +513 +392 +485 +420 +433 +596 +635 +543 +686 +558 +601 +542 +636 +602 +723 +626 +642 +615 +703 +606 +621 +508 +590 +551 +597
+551 +589 +508 +656 +478 +494 +481 York County (Unincorporated Areas)..
York County (Unincorporated Areas).

YorkCounty (Unincorporated Areas).
York County (Unincorporated Areas).
YorkCounty (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York.County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas). 

### 40973

HeinOnline -- 71 Fed. Reg. 40973 2006

### Federal Register/Vol. 71', No. 138

## /Wednesday, July 19, 2006/PropotedcRules

* Elevation in feet (NGVD) + Elevation in feet Flooding source(s) Location of referenced elevation (NAVD) eet above 

### #Depth infeet above Cmuiisafce ground Effective Modified

South Fork Crowder

Creek.
South Fork Crowder

Creek Tributary I.

South Fork Crowder

Creek Tributary 2.
South Fork Fishing

Creek.

South Fork Fishing

Creek Tributary 1.
South Fork Fishing

Creek Tributary 2.

South Fork Fishing

Creek Tributary 3.
South Fork Fishing

Creek Tributary 4.

South Fork Fishing

Creek Tributary 5.
South Fork Fishing

Creek Tributary 6. Stoney Fork .................. Stoney Fork Tributary 1 Stoney ForkTributary 2 Stoney ForkTributary 3 Stoney ForkTributary 4 Sugar Creek Tributary 2
Susybole Creek ............ Approximately 2,460 feet upstream of the confluence with Six Mile Creek. Approximately 3,360 feet downstream of

Lloyd Wright Road. Approximately 720 feet upstream of Battleground Road. At ,the confluence with South Fork

Crowders Creek. Approximately 2,030 feet upstream of the

confluence with South Fork Crowders Creek. At the confluence with South Fork

Crowders Creek. Approximately 410 feet downstream of

Whiteside Road. Approximit~ly 3,210 feet downstream of

the confluence of South Fishing Creek Tributary 1. Approximately 1,080 feet upstream of

Brattonville Road. At the confluence with South Fork Fishing

Creek. Approximately 4,350 feet upstream of

Chappell Road East. At the confluence with South Fork Fishing

Creek. Approximately 4,790 feet upstream of the

confluence with South Fork Fishing Creek. At the confluence with South Fork Fishing

Creek. Approximately 2,380 feet upstream of the

confluence with South Fork Road. At the confluence with South Fork Fishing

Creek. Approximately 2,450 feet upstream of the

confluence with South Fork Fishing Creek. Approximately 3,570 feet downstream of

. Chappell Road East. Approximately 2,230 feet downstream of

Chappell Road East. Just upstream of Chappell Road East ........ Approximately 2,800 feet downstream of

Border RoadWest. At the confluence of Fishing Creek ............ Approximately 5,740 feet upstream of

Moore Road. At the confluence of Stoney Fork ............... Approximately 3,000 feet upstream of

Williamson Road. At the confluence of Stoney Fork ............... Approximately 2,200 feet upstream of

Ogden Road. At the confluence of Stoney Fork ............... Approximately 5,290 feet upstream of the

confluence iwth Stoney Fork. At the confluence of Stoney Fork ............... Approximately 2,370 feet upstream of

Faires Road. At the confluence with Sugar Creek ........... Approximately 770 feet southest of the

intersection of Bobys Bridge Road and Whites Road. Approximately 3,600 feet downstream of

the confluence with Carter Branch. None None None None None
None None None
None None None None None
None None None None
None None None None None None None None None None None None None None None None
None +487 +665 +778 +677 +706
+688 +708 +519
+634 +525 +543 +525 +545
+548 +571 +558 +583
+516 +517 +513 +525 +495 +656 +501 +535 +523 +634 +551 +580 +563 +605 +496 +627 York County (Unincorporated Areas).

York County (Unincorporated Areas)..

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).
York County-(Unincorporated Areas).
York County (Unincorporated Areas).
York County (Unincorporated Areas).

+455 York County (Unincorporated Areas). 

### 40974

HeinOnline -- 71 Fed. Reg. 40974 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules

* Elevation in feet (NGVD) +Elevation in feet (NAVD) Cmuiisafce Flooding source(s) Location of referenced elevation #Depth in feet above ground Effective Modified
Taylors Creek ...............
Taylors Creek Tributary

1. Taylors Creek Tributary

2. Taylors Creek Tributary

3. Thompson Branch

... Thompson Branch Tributary 1.
Tools Fork Creek ..........

Tools Fork Creek Tributary.
Tools Fork Creek Tributary2.
Tools Fork Creek Tributary3. Turkey Creek ................ Turkey Creek Tributary

1. Turkey Creek Tributary

2. Turkey Creek Tributary

3. Turkey Creek Tributary

4. Turkey Creek Tributary

. 5. Turkey Creek Tributary

6. Approximately 9,180 feet upstream of Buris Road South. At the confluence with Fishing Creek ......... Approximately 335 feet downstream of

Firetower Road. At the-confluence with Taylors Creek ......... Approximately 210 feet downstream of

Glendarden Avenue. At the confluence with Taylors Creek ......... Approximately. 105 feet downstream of

Albright Road. At the confluence with Taylors Creek ......... Approximately 1,410 feet upstream of Taylors Creek Road. At the confluence with Bullock Creek ......... Approximately 2,190feet upstream of Walnut Street Extension. Atthe confluence with Thompson Branch Approximately 1,130 feet downstream of

Sawmill Road. Approximately 750 feet upstream of York

Hwy. Approximately 1,950 feet upstream of Mt.

Gallant Road West. Atthe confluence with Tools Fork Creek ... Approximately 1,390 feet downstream of

Old York Road. At the confluence with Tools Fork Creek ... Approximately 230 feet downstream of

Tirzah Road. At'the confluence with Tools Fork Creek

Tributary 1. Approximately 155 feet downstream of

Pine Grove Court. Approximately 1,390 feet downstream of

the confluence of Blue Branch. Approximately 5,410 feet upstream of

Springlake Road. At the confluence with Turkey Creek ......... Approximately 1,075 feet upstream of the

confluence with Turkey Creek. At the confluence with Turkey Creek ......... Approximately 2,845 feet upstream of

James Harvey Road. At the confluence with Turkey Creek ......... Approximately 475 feet upstream of the

confluence with Turkey Creek. At the confluence with Turkey Creek ......... Approximately 105 feet upstream of Tan-,

ager Drive. At the confluence with Turkey Creek ......... Approximately 1,005 feet upstream of the

confluence with Turkey Creek. At the confluence With Turkey Creek ......... None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None +506 +502 +569 +521 +569 +535 +549 +548 +586 +466 +513 +473 +489 +583 +615 +581 +636 +597 +608 +583 +599 +397 +694 +581 +636 +668 +707 +661 +680 +653 +666 +649 +671 +617 York County (Unincorporated Areas), City of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas).

York County (Unincorporated Areas).
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of York.
York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas). 

### 40975

HeinOnline -- 71 Fed. Reg. 40975 2006

### Federal Register/Vol. 71, No. 138,/Wedrnesday, July 19, 2006/Prepaged -Rules: .
* Elevation in feet (NGVD) +Elevation in feet (NAVD) Communities affected Flooding source(s) Location of referenced elevation #Depth in feet above ground Effective Modified
Turkey Creek Tributary

7. Turkey Creek Tributary

8. Turkey Creek Tributary

9.
Turkey Creek Tributary

10. Turkey Creek Tributary

11. Turkey Creek Tributary

12. Turkey Creek Tributary

13. Turkey Creek Tributary

14.
Walker Branch ..............

Wildcat Creek.......

Wildcat Creek ...............

Wildcat Creek Tributary

1.

Wildcat Creek Tributary

1-A.
Wildcat Creek Tributary

2.
Wildcat Creek Tributary

3.
Wildcat Creek Tributary

4. Approximately 1,660 feet upstream of the confluence with Turkey Creek. At the confluence with Turkey Creek ......... Approximately 5,130 feet upstream of the

confluence with Turkey Creek. At theconfluence with Turkey Creek ......... Approximately 6,360 feet upstream of the

confluencewith Turkey Creek. At the confluence with Turkey Creek Tributary 8. Approximately 1,760 feet upstream of the

confluehce with Turkey Creek Tributary 8. At the confluence with Turkey Creek ......... Approximately 4,510 feet upstream of

Feemster Road. Atthe confluence with Turkey Creek ......... Approximately 9,360 feet upstream of the

confluence with Turkey Creek. Atthe confluence with Turkey Creek ......... Approximately 300 feet downstream of

Burris Road North. Atthe confluence with Turkey Creek ......... Approximately 6,690 feet upstream of the

confluence with Turkey Creek. At the confluence with Turkey Creek ......... Approximately 6,450 feet upstream of the

confluence with Turkey Creek. At the confluence with Calabash Branch ... Approximately 3,530 feet upstream of St.

Paul Church Road. At the confluence with Fishing Creek ......... Approximately 675 downstream of Odgen

Road. At McConnells Hwy ..................................... Approximately 890 feet upstream of Heckle

Boulevard. At the confluence with Wildcat Creek ......... Approximately 330 feet downstream of the

confluence with Wildcat Creek Tributary 1-A. At the confluence with Wildcat Creek Tributary 1. Approximately 75 feet downstream of Finley Road. At the confluence with Wildcat Creek ......... Approximately 1,495 feet downstream of

McConnells Hwy. At the confluence with Wildcat Creek ......... Approximately 355 feet upstream of Reese

Roach Road. At the confluence with Wildcat Creek ......... None None None None None None None
None None None None None None None None None None None None None None None None None None
None None None None None None None +656 +477 +572 +437 +477 +436 +452
+427 +481 +408 +447 +407 +444 +400 +443 +399 +426 +637 +727 +520 +532 +558 +680 +544 +574
+575 +590 +549 +556 +547 +593 +558 York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

YorkCounty (Unincorporated Areas).

YorkCounty (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas).

York County (Unincorporated Areas), Town

of Clover.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock-Hill.
York County (Unincorporated Areas), City

of Rock Hill.

York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas), City

of Rock Hill.
York County (Unincorporated Areas).

York County (Unincorporated Areas), City

of Rock Hill. 

## 40976'

HeinOnline -- 71 Fed. Reg. 40976 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules
*Elevation in feet (NGVD) + Elevation infeet Flooding source(s) Location of referenced elevation (NAV) eetafov 

### #Depth infeetabove Cmuiisafce ground Effective Modified Approximately 560 feet downstream of None +606

Herlong Avenue South. Wildcat Creek Tributary At the confluence withWildcat Creek ......... None +577 York County (Unincorporated Areas).

5.. Approximately 510 feet upstream of Hollis None +632

- Lakes Road. Wolf Creek ................ I At the confluence with Kings Creek ........... None +456 City of Rock Hill. At the Cherokee/York County Boundary .... None +640 Wright Creek
................ At the confluencewith Little Turkey Creek None +496 York County (Unincorporated Areas). Approximately 680 feet upstream of the None +558

confluence with Lindsay Creek. #Depth in feetabove ground. *National Geodetic Vertical Datum. +National American Vertical Datum.
ADDRESSES Unincorporated Areas of York County Maps are available for inspection at 6 South Congress Street, York, SC 29745. Send comments to Alfred W. Greene, County Manager, York County, P.O. Box 66, York, SC 29745-0066. Catawba Indian Nation Maps are available for inspection at 996 Avenue of the Nation, Rock Hill, SC 29730. Send comments to Chief Gilbert Blue, Catawba Indian Nation, 996 Avenue of the Nation, Rock Hill, SC 29730. Town of Clover Maps are available for inspection at 114 Bethel Street, Clover, SC 29710--0181. Send comments to the Honorable Donnie D. Grice, Mayor,Town of Clover, P.O. Box 181, Clover, SC 29710-0181. Town of Fort Mill Maps are available for inspection at 112 Confederate Street, Fort Mill, SC 29715-0159. Send comments to the Honorable Charles E..Powers, Mayor, Town of Fort Mill, P.O. Box 159, Fort Mill, SC 29715-0159. Town of Hickory Grove Maps are availablefor inspection at 6001 WylieAvenue, Hickory Grove, SC 29717-0126. Send comments to the Honorable Larry A. Earl, Mayor,Town of Hickory Grove, P.O. Box 126, Hickory Grove, SC 29717-0126. Town of McConnells Maps are available for inspection at 4178 Chester Highway, McConnells, SC 29726-0115. Send comments to the Honorable H. John Harshaw, Jr., Mayor,Town of McConnells, P.O. Box 115, McConnells, SC 29726-0115. City of Rock Hill Maps are available for inspection at 155 Johnson Street, Rock Hill, SC 29731-1706. Send comments to the Honorable Douglas Echols, Mayor, City of Rock Hill, P.O. Box 11706, Rock Hill, SC 29731-1706. City ofTega Cay Maps are available for inspection at 7000 Tega Cay Drive, Tega Cay, SC 29708-3399. Send comments to the Honorable Robert C. Runde, Mayor, City of Tega Cay, P.O. Box 3399, Tega Cay, SC 29708-3399. City of York Maps are available for inspection at 10 North Roosevelt Street, York, SC 29745-0500. Send comments tothe Honorable J. Edward Lee, Mayor, City of.York, P.O. Box 500, York, SC 29745-0500. 

### 40977

HeinOnline -- 71 Fed. Reg. 40977 2006

### Federal Register/Vol. 71, No. 138/Wednesday, July 19, 2006/Proposed Rules (CatalogofFederal Domestic AssistanceNo. 83.100, "Flood Insurance.")

Dated: July6, 2006. 

### David I.Maurstad, Director, MitigationDivision,Federal EmergencyManagement Agency,Department of

HomelandSecurity. 

### [FRDoc.E6-11394 Filed 7-18-06; 8:45 am] BILLING CODE 9110-12-P 

### DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency 44 CFR Part 67 [Docket No. FEMA-P-79119] Proposed Flood Elevation Determinations AGENCY: Federal Emergency Management Agency (FEMA), Department ofHomeland Security, Mitigation Division. ACTION: Proposed rule. SUMMARY: Technical information or comments arerequested on the proposed Base (1% annual chance) FloodElevations (BYEs) andproposed BEEs modifications forthe communities listed below. The BEEs arethe basisfor the floodplain management measures that the community is required either to adopt or to show evidence ofbeing already in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP). DATES: The comment period is ninety (90) days followingthe second publication ofthisproposed rule in a 

### newspaper oflocal circulation in each community. ADDRESSES: Theproposed BFEs for each 

### community are availablefor inspection atthe office oftheChiefExecutive Officer ofeach community. The respective addresses are listed inthe tablebelow. FOR FURTHER INFORMATION CONTACT: William R. Blanton,Jr., CFM, Acting 

### SectionChief, Engineering Management Section, MitigationDivision, 500 C Street, SW., Washington, DC 20472, (202) 646-3151. SUPPLEMENTARY INFORMATION: FEMA 

### proposes to make determinations of BYEs andmodified BFEs foreach community listed below, in accordance 

### with section 110 oftheFlood Disaster Protection Act of1973, 42 U.S.C. 4104, and 44 CFR67.4(a). These proposed BEEs andmodified BFEs, together with 

### thefloodplain management criteria required by 44 CFR60.3, are the 

### minimumthat are required. They shouldnotbe constried tomeanthat -thecommunity mustchange any existingordinances that are more stringent in theirfloodplain managementrequirements. The community mayat anytimeenact stricterrequirements ofits own,or pursuanttopolicies establishedby other Federal, State orregional entities. These proposed elevations are usedto meet 

### thefloodplain management requirements ofthe NFIP and are also 

### usedtocalculate theappropriate flood insurancepremium rates fornew buildings built aftertheseelevations are made final, and forthe contentsin these buildings.

NationalEnvironmental PolicyAct. 

### This proposed rule iscategorically excluded from therequirements of44 CFRpart 10,Environmental Consideration. No environmental impact assessment has been prepared.

RegulatoryFlexibility Act.The Mitigation DivisionDirector ceitifies that this proposed rule is exempt from therequirements ofthe Regulatory Flexibility Actbecause proposed or modified BFEs are requiredby the Flood Disaster Protection Act of1973, 42 U.S.C. 4104, andare required to establish and maintain community eligibility inthe NFIP.As aresult, a regulatory flexibility analysis has not been prepared.

RegulatoryClassification. This proposed rule is not a significant regulatory action underthe criteria of Section 3(f) ofExecutive Order 12866 of September 30, 1993, Regulatory Planning andReview, 58 PR 51735.

Executive Order13132,Federalism. This ruleinvolves nopolicies that have federalism implications underExecutive Order 13132.

Executive Order12988,Civillustice Reform.Thisrule meets the applicable standards ofExecutive Order 12988. ListofSubjects in44 CFRPart67

Administrative practice and - procedure, Flood insurance, Reporting andrecordkeeping requirements.

Accordingly, 44 CFR part 67 is proposedto be amended as follows: PART 67-[AMENDED]

1.The authority citation for part67 continues to read asfollows:

Authority: 42 U.S.C. 4001 etseq.; Reorganization Plan No. 3of 1978, 3GFR, 1978 Comp., 

### p. 329; E.O. 12127, 44 FR 19367, 

### 3CFR, 1979 Comp., p. 376, §67.4.

2.The tables published underthe authority of§ 67.4 are proposed tobe amended as follows:

+ Elevation in feet (NGVD) *Elevation in feet(NAVD)

#Depth in feetabove ground Effective Modified 

### Bossier Parish, Louisiana (Unincorporated Areas) Communities affected

Alligator Bayou ............. Benoit Bayou

........:.....

Bossier Ditch ................

Fifi Bayou ..................... At the confluence with Flat River ................ Approximately 1,550 feet downstream of

U'S. Highway 79/80 Eastbound. At the confluence with Macks Bayou ......... Segment G and Macks Bayou Segment H. Approximately 12,520 feet upstream of

Brownless Road. Approximately 60 feet upstream of the

confluence with Cooper Bayou and Macks Bayou Segment F. Approximately 180 feet upstream of Benton Road. Just upstream of U.S. Interstate 20 ............ * 166
None '160
None None *168
*173 *159
*170 *174 City of Bossier City. City of Bossier City,

corporated Areas). Bossier Parish, (Unin

### City of Bossier City.

Bossier Parish (Unincorporated Areas). 

### 40978

HeinOnline -- 71 Fed. Reg. 40978 2006