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

SUPPLEMENTARYINFORMATION: See the

information provided in the Direct Final

action of the same title which is located

in the Rules and Regulations section of

this Federal Register.

Authority: 42 U.S.C. 7401 et seq.

Dated: June 13, 2006.

Andrew M. Gaydosh,

Acting Regional Administrator, Region 8.

[FR Doc. E6-11345 Filed 7-18-06; 8:45 am]

BILLING CODE 6560-50-P

ENVIRONMENTAL PROTECTION

AGENCY

40 CFR Parts 52 and 81

[EPA-R09-OAR-2006-0583; FRL-8199-6]

Approval and Promulgation of

Implementation Plans; Designation of

Areas for Air Quality Planning

Purposes; State of California; PM-10;

Determination of Attainment for the

San Joaquin Valley Nonattainment

Area; Determination Regarding

Applicability of Certain Clean Air Act

Requirements

AGENCY: Environmental Protection

Agency (EPA).

ACTION: Proposed rule.

SUMMARY: EPA is proposing to

determine that the San Joaquin Valley

nonattainment area (SJV) in California

has attained the National Ambient Air

Quality Standards (NAAQS) for

particulate matter with an aerodynamic

diameter less than or equal to a nominal

10 micrometers (PM-IO). This proposed

determination is based upon monitored

air quality data for the PM-10 NAAQS

during the years 2003-2005. The SJV

continues to attain the PM-10 NAAQS,

in 2006; no exceedances of the 24 hour

NAAQS have been recorded at any of

the SJV monitoring sites from January 1,

2006 through March 31, 2006. EPA is

also proposing to determine that,

because the SJV has attained the PM-la

NAAQS, certain Clean Air Act (CAA or

the Act) requirements are not applicable

for as long as the SJV continues to attain

the PM-10 NAAQS.

DATES: Written comments must be

received on or before August 18, 2006.

ADDRESSES: Submit comments,

identified by docket number EPA-ROgOAR-2006-0583, by one of the

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: Doris Lo (AIR-2),

U.S. Environmental Protection Agency

Region IX, 75 Hawthorne Street, San

Francisco, CA 94105-3901.

Instructions: All comments will be

included in the public docket without

change and may be 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

restricted by statute. Information that

you consider CBI or otherwise protected

should be clearly identified as such and

should not be submitted through the

www.regulations.gov or e-mail.

www.regulations.gov is an anonymous

access system, and EPA will not know

your identity or contact information

unless you provide it in the body of

your comment. If you send e-mail

directly to EPA, your e-mail address

will be automatically captured and

included as part of the public comment.

If EPA cannot read your comment due

to ttchnical difficulties and cannot

contact you for clarification, EPA may

not be able to consider your comment.

Docket: The index to the docket for

this action is available electronically at

www.regulations.gov and in hard copy

at EPA-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 at the hard copy

location (e.g., copyrighted material), and

some may not be publicly available'in

either location (e.g., CBI). To inspect the

hard copy materials, please schedule an

appointment during normal business

hours with 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 of Contents

I. Background

A. The NAAQS for PM-10

B. Designation, Classification and Air

Quality Planning for PM-10 in the SJV

C. Attainment Determinations

II. Proposed Attainment Determination for

the SJV

III. Applicability of Clean Air Act Planning

Requirements

IV. EPA's Proposed Action

V. Statutory and Executive Order Reviews

I. Background

A. The NAAQS for PM-10

Particulate matter with an

aerodynamic diameter of less than or

equal to 10 micrometers (PM-lO) is the

subject of this action. The NAAQS are

limits for certain ambient air pollutants

set by EPA to protect public health and

welfare. PM-10 is among the ambient

air pollutants for which EPA has

established a health-based standard.

On July 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 than or equal

to a nominal 10 micrometers. The 24-

hour primary PM-10 standard is 150

micrograms per cubic meter (gg/m 3

)

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 to protect against adverse

welfare effects; are identical to the

primary standards. See 40 CFR 50.6.

B. Designation, Classification and Air

Quality Planning for PM-i0 in the SNV

In 1990, Congress amended the Clean

Air Act to address, among other things,

continued nonattainment of the PM-10

NAAQS. On the date of enactment of

the 1990 Clean Air Act Amendments,

PM-10 areas, including the SJV,

meeting the qualifications of section

107(d)(4)(B) of the amended Act, were

designated nonattainment by operation

of law. See 56 FR 11101 (March 15,

1991). EPA codified the boundaries of

the SJV at 40 CFR 81.305.1

Once an area is designated

nonattainment for PM-10, section 188

of the CAA outlines the process for

classifying the area and establishes the

area's initial attainment deadline. In

accordance with section 188(a), at the

time of designation, all PM-10

nonattainment areas, including the SJV,

were initially classified as moderate

nonattainment. On December 24, 1991,

California submitted a moderate area

PM-10 Plan for the SJV which

demonstrated that the.area could not

attain the PM-10 NAAQS by the

moderate area attainment date,

December 31, 1994.

Section 188(b)(1) of the Act provides

that moderate areas can subsequently be

reclassified as serious before the

applicable moderate area attainment

date if at any time EPA determines that

the area cannot "practicably" attain the

PM-10 NAAQS by that deadline. On

January 8, 1993 (58 FR 3337), EPA made

such a determination and reclassified

the SJV as serious.

On August 19, 2003, the State'of

California submitted the "2003 PM-10

1 The San Joaquin Valley PM-10 nonattainment

area includes the following counties in California's

central valley: Fresno, western portion of Kern,

Kings, Tulare, San Joaquin, Stanislaus, Madera and

Merced.

"'-40952

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Plan, San Joaquin Valley Plan to Attain

Federal Standards for Particulate Matter

10 Microns and Smaller" and submitted

Amendments to that 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 of section

189(d) following EPA's determination

that the SJV failed to meet its serious

area attainment deadline of December

31, 2001. See 67 FR 48039 (July 23,

2002). On May 26, 2006, EPA approved

the 2003 PM-10 Plan except for the

section 172(c)(9) contingency measure

requirement. The approved elements

include emissions inventories as

meeting the requirements of 172(c)(3), a

demonstration of best available control

measures for all significant source

categories as meeting the requirements

of section 189(b)(1)(B), a demonstration

of attainment by December 31, 2010 as

meeting the requirements of sections

179(d)(3) and 189(d), and a

demonstration of reasonable further

progress as meeting the requirements of

sections 172(c)(2) and 189(c)(1). A more

detailed discussion of the history of air

quality planning and the contents of the

approved plan can be found in EPA's

proposed and final actions at 69 FR

5412 (February 4, 2004) and 69 FR

30006.

C. Attainment Determinations

On May 8, 2006,. the State requested

that EPA find that the SJV has attained

the PM-10 standards based on the area's

air quality 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 the PM-10 NAAQS for purposes

of sections 179(c)(1) and 188(b)(2) based

upon data gathered at established state

and local air monitoring stations

(SLAMS) and national air monitoring

stations (NAMS) in the nonattainment

area and entered into the EPA's Air

Quality System (AQS) database. Data

from air monitors operated by state/

local agencies in compliance with EPA

monitoring requirements must be

submitted to AQS. Heads of monitoring

agencies annually certify that these data

are accurate to the best of their

knowledge. Accordingly, EPA relies

primarily on data in AQS when

determining the attainment status of

areas. See 40 CFR 50.6; 40 CFR part 50,

appendix J; 40 CFR part 53; 40 CFR part

58, appendix A. We will also consider

air quality data from other air

monitoring stations in the

nonattainment area even if they have

not been entered into the AQS if the

stations meet the federal monitoring

requirements for SLAMS. See August

22, 1997 Memorandum "Agency Policy

on the Use of Special Purpose

Manitoring Data," from John S. Seitz,

Director, Office of Air Quality Planning

and Standards, to the Regional Air

Directors (Seitz Memo). All data are

reviewed to determine the area's air

quality status in accordance with our

guidance at 40 CFR.part 50, appendix K.

Attainment of the annual PM-IO

standard is achieved when the annual

arithmetic mean PM-10 concentration

over a three-year period is equal to or

less than 50 gg/m 3

. Attainment of the

24-hour standard is determined by

calculating the expected number of days

in a year with PM-10 concentrations

greater than 150 gig/m3. The 24-hour

standard is attained when the expected

number of days per year with levels

above 150 gg/m 3 (averaged over a threeyear period) is less than or equal to one.

Three consecutive years of air quality

data are necessary to show attainment of

the 24-hour and annual standards for

PM-10. See 40 CFR part 50, appendix

K. A complete year of air quality data,

as referred to in 40 CFR part 50,

appendix K, includes all four calendar

quarters with each quarter containing

data from at least 75 percent of the

scheduled sampling days.

II. Proposed Attainment Determination

for the SJV

The SJV has 15 SLAMS sites operated

by the San Joaquin Valley Unified Air

Pollution Control District (District or

SJVUAPCD) and CARB. These

monitoring stations are located

throughout the SJV.2 The District and

CARB measure ambient (24-houraverage) PM-l0 concentrations in the

SJV at a frequency of once every six

days, except at the Corcoran SLAMS site

which operates on a one in three day

schedule.3

Table 1 summarizes the PM-10 data

collected in the SJV from 2003-2005

and reported by CARB to the AQS

database. As shown in Table 1, no

exceedances of the 24-hour PM-10

NAAQS of 150 gg/m 3 were measured in

SJV during the 2003-2005 period and

the annual-average PM-10

concentrations measured during that

period were below the corresponding

standard of 50 jg/m3.

TABLE 1 .- SAN JOAQUIN VALLEY SLAMS NETWORK PM-10 DATA 2003-2005

24 hour average 3 year annual

Monitoring site Maximum Expected number arithmetic average

(!tg/m3) of exceedances (g/m3)

Bakersfield- California Ave .......................................................................................

Bakersfield-G olden State Hwy ................................................................................

C lo vis ......................................................... ...............................................................

Corcoran* ...................................................................................................................

Fresno-Drummond ........................................................................... ......................

Fresno First St ...........................................................................................................

H a nfo rd .......................................................................................................................

M e rce d .................................................................................................................

Modesto ....................................................................................................... ...............

O ild a le ........................................................................................................................

Stockton- Hazelton ..................................................................................................

Stockton- W agner/Holt .............................................................................................

T a ft ..' . ...... ..................................................................................................................

2 EPA evaluated the adequacy of the SJV

monitoring network in connection with its approval

of the 2003 PM-10 Plan, See 69 FR at 30032-30033

and "Evaluation of the Adequacy of the Monitoring

Network for the San Joaquin Valley, California for

the Annual and 24-Hour PM-10 Standards," Bob

Pallarino, EPA Region 9, September 22, 2003.

3 Most PM-10 monitoring sites utilize a manual

sampler, designated as a Federal Reference Method

(FRM), operated on a once every six day schedule.

These samplers draw ambient air through a quartz

fiber filter which is weighed before and after

sampling in order to determine the mass of PM-10

that is collected after the 24-hour run period. At

Corcoran two manual FRM samplers are operated

on a staggered once every six day schedule that

enables the District 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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TABLE 1.-SAN JOAQUIN VALLEY SLAMS NETWORK PM-10 DATA 2003-2005-Continued

24 hour average 3 year annual

Monitoring site Maximum Expected number arithmetic average

(gtg/m3

) of exceedances (Ilg/m 3

)

T urlock ......................................................................................................

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 in attainment findings on July 7, 2005. - See May 30, 1996 Memorandum "Areas Affected by PM-10 Natural Events," from Mary D. Nichols, Assistant Administrator for Air and Radiation, to the Regional Air Directors. Moreover, even if EPA had not concurred with the exclusion of this 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 three year period

2003-2005.

As noted above, the 24-hour PM-10

standard is attained when the expected

number of days per year with levels

above 150 gg/m 3 (averaged over a threeyear period) is less than or equal to one.

As can be seen from Table 1, there were

no exceedances of the 24-hour PM-l0

NAAQS for the 2003-2005 period and

thus the expected number of days per

year with levels above 150 gg/m 3

(averaged over that three-year period) is.

zero. Thus we propose to find that the

SJV has attained the 24-hour PM-10

NAAQS. Also as noted above,

attainment of the annual PM-10

standard is achieved when the annual

arithmetic mean PM-10 concentration

over a three-year period is equal to or

less than 50 gg/m 3 . Our review of the

data for calendar years 2003-2005

reveals that none of the 15 SLAMS sites

averaged greater than 50 ag/m 3 . Thus

we propose to find that the SJV has

attained the annual PM-10 NAAQS.

The SJV continues to attain the PM-10

NAAQS based on data collected through

March 31, 2006. 4

EPA is aware that the District operates

a beta attenuation mass (BAM) special

purpose monitor at the Corcoran

monitoring site to support the District's

daily air quality forecasts. This BAM

monitor has recorded a sufficient

number of PM-10 concentrations above

150 ag/m 3 during the years 2003-2005

to prevent EPA from making a finding

of attainment if the 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 data for

any regulatory purpose, with the

exception of fine particulate matter data

(PM-2.5), is all quality-assured and

valid data meeting 40 CFR 58

requirements must be considered within

th6 regulatory process." Seitz Memo,

p.1. With respect to the Corcoran BAM

4 If EPA makes a final deteimination of

attainment, the Agency will consider the most

current data available at that time.

monitor, EPA has determined that the

District did not perform quality control

checks of the sampler every two weeks

(see 40 CFR part 58, appendix A, section

3.1.2). Nor did CARB perform

independent field audits of the BAM

sampler as described in 40 CFR part 58,

appendixA, section 3.2.2. See pp. 5-6

of attachment ("Supporting Information

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 the BAM data are not

valid for use in a determination of

whether the SJV has attained the PM10 standards and, as a result, we have

not considered them.

III. Applicability of Clean Air Act

Planning Requirements

The air quality planning requirements

for PM-10 nonattainment areas are set

out in.subparts 1 and 4 of title I of the

Act. EPA has issued a General

Preamble 5 and Addendum to the

General Preamble 6 describing our

preliminary views on how the Agency

intends to review state implementation

plans (SIPs) submitted to meet. the

CAA's requirements for PM-10 plans.

These documents provide detailed

discussions of our interpretation of the

title I requirements.

In nonattainment areas where

monitored data demonstrate that the

NAAQS have already been achieved,

EPA has determined that certain

requirements of part D, subparts 1 and

2 of the Act do not apply. Therefore we

do not require certain submissions for

5 "General Preamble for the Implementation of

Title I of the Clean Air Act Amendments of 1990,'

57 FR 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 of Title I of the Clean Air Act

Amendments of 1990," 59 ER 41998 (August 16,

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 of helping

achieve attainment of the NAAQS.

This interpretation of the CAA is

known as, the Clean Data Policy and is

the subject of two EPA memoranda. EPA

also finalized the statutory

interpretation set forth in the policy in

a final rule, 40 CFR 51.918, as part of

its "Final Rule to Implement the 8-hour

Ozone National Ambient Air Quality

Standard-Phase 2" (Phase 2 Final

Rule). See discussion in the preamble to

the rule at 70 FR 71612, 71645-46

(November 29, 2005).

EPA believes that the 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, and Related

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 for the Fine Particle National

Ambient Air Quality Standards" are equally pertinent to the interpretation of

provisions of subparts 1 and 4

applicable to PM-10. Our interpretation

that an area that is attaining the

standards is relieved of obligations to

demonstrate RFP and to provide an

attainment demonstration, RACM and

contingency measures pursuant to part

D of the CAA, pertains whether the

standard is PM-10, ozone or PM- 2.5. 7

For detailed discussions of this

interpretation with respect to the CAA's

PM-10 requirements for RFP,

7 Three U.S. Circuit Courts of Appeals have

upheld EPA rulemdkings applying its interpretation

of subparts 1 and 2 with respect to ozone. Sierra

Club v. EPA, 99F.3d 1551 (loth Cir. 1996); Sierra

Club v. EPA, 375 F. 3d 537 (7th Cir. 2004); Our

Children's Earth Foundation v. EPA, N. 04-73032

(9th Cir. June 28, 2005) (memorandum opinion).

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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

are relying on these discussions here.

We also discuss our interpretation with

respect to contingency measures below.

As set forth in Section I of this

proposed rule, we have previously

approved all of the serious area PM-10

attainment plan requirements for the

SJV except for the contingency measure

requirements of CAA section 172(c)(9).

Section 172(c)(9) requires that part D

nonattainment area plans "provide for

the implementation of specific measures

to be undertaken if the area fails to make

reasonable further progress, or to attain

the national primary ambient air quality

standard by the attainment date

applicable under this part. Such

measures shall be included in the plan

revision as contingency measures to

take effect in any such case without

further action by the State or the

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 at ensuring RFP and

attainment by the 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 as the area attains the

standard. Consequently, we propose

that any final finding that the SJV has

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 for as long as the area

continues to monitor attainment of the

standards. If the SJV experiences a

violation of the PM-10 NAAQS in the

future, the basis for the contingency

measure requirement being 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 on quality-assured data meeting

the requirements of 40 CFR part 50,

appendix K, we propose to determine

that the SJV has attained the PM-10

NAAQS. This proposed action, if

finalized, would not constitute a

redesignation to attainment under CAA

section 107(d)(3), because we would not

yet have approved a maintenance plan

as required under section 175(A) of the

CAA or determined that the area has

met the other CAA requirements for

redesignation. The classification and

designation status in 40 CFR part 81

would remain serious non.attainment for

this area until such time as California

meets the CAA requirements for

redesignation of the SJV to attainment.

Consistent with the Agency's Clean

Data Policy, EPA also proposes to find

that the contingency measure

requirements of CAA section 172(c)(9)

would no longer apply to the San

Joaquin Valley PM-10 nonattainment

area.

V. Statutory and Executive Order

Reviews

Under Executive Order 12866 (58 FR

51735, October 4, 1993), this proposed

action is not a "significant regulatory

action" and therefore is not subject to

review by the Office of Management and

Budget. For this reason, this action is

also not subject to Executive 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 on air quality

data and does not impose any additional

requirements. Accordingly, the

Administrator certifies that this

proposed rule will not have a significant

economic-impact on a substantial

number of small entities under the

Regulatory Flexibility Act (5 U.S.C. 601

et seq.). Because this proposed rule does'

not impose any additional enforceable

duty, it does not contain any unfunded

mandate or significantly or uniquely

affect smaltgovernments, as described

in the Unfunded Mandates Reform Act

of 1995 (Pub. L. 104-4).

This proposed rule also does not have

tribal implications because it will not

have a substantial direct effect on one or

more Indian tribes, on the relationship

between the Federal Government and

Indian tribes, or on the distribution of

power and responsibilities between the

Federal Government and Indian tribes,

as specified by Executive Order 13175

(65 FR 97249, November 9, 2000). This

proposed action also does not have

federalism implications because it does

not have substantial direct effects on the

States, on the relationship between the

national government and the States, or

on the distribution of power and

responsibilities among the various

levels of government, as specified in

Executive Order 13132 (64 FR 43255,

August 10, 1999). This proposed action

merely makes a determination based on

air quality data and does not alter the

relationship or the distribution of power

and responsibilities established in the

CAA. This proposed rule also is not

subject to Executive Order 13045

"Protection of Children from

Environmental Health Risks and Safety

Risks" (62 FR 19885, April 23, 1997),

because it is not economically

significant.

The requirements of section 12(d) of

the National Technology Transfer and

Advancement Act of 1995 (15 U.S.C.

272 note) do not apply. This proposed

rule does not impose an information

collection burden under the provisions

of the Paperwork Reduction Act of 1995

(44 U.S.C. 3501 et seq.).

List of Subjects

40 CFR Part 52

Environmental protection, Air

pollution control, Incorporation by

reference, Particulate matter, Reporting

and recordkeeping requirements.

40 CFR Part 81

Environmental protection, Air

pollution control, National parks,

Wilderness areas.

Dated: July 6, 2006.

Jane Diamond,

Acting Regional Administrator, Region 9.

[FR Dac. 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 of Homeland Security,

Mitigation Division.

ACTION: Proposed rule.

SUMMARY: Technical information or

comments are requested on the

proposed Base (1% annual chance)

Flood Elevations (BFEs) and proposed

BFEs modifications for the communities

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listed below. The BFEs are the basis for

the floodplain management measures

that the community is required either to

adopt or to show evidence of being

already in effect in order to qualify or

remain qualified for participation in the

Nationar Flood Insurance Progran

(NFIP).

DATES: The comment period is ninety

(90) days following the second

publicati6n of this proposed rule in a

newspaper of local circulation in each

community.

ADDRESSES: The proposed BFEs for each

community are available for inspection

at the office of the Chief Executive

Officer of each community. The

respective addresses are listed in 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

proposes to make determinations of

BFEs and modified BFEs for each

community listed below, in accordance

with Section 110 of the Flood Disaster

Protection Act of 1973, 42 U.S.C. 4104,

and 44 CFR 67.4(a). These proposed

BFEs and modified BFEs, together with

the floodplain management criteria

required by 44 CFR 60.3, are the

minimum that are required. They

should not be construed to mean that

the community must change any

existing ordinances that are more

stringent in their floodplain

management requirements. The

community may at any time enact

stricter requirements of its own, or

pursuant to policies established by other

Federal, state or regional entities. These

proposed elevations are used to meet

the floodplain management .-. '

requirements of the NFIP and are also

used to calculate the appropriate flood

insurance premium rates for new

buildings built after these elevations are

made final, and for the contents in these

buildings.

National Environmental Policy Act.

This proposed rule is categorically

excluded from the requirements of 44

CFR part 10, Environmental

Consideration. No environmental

impact assessment has been prepared.

Regulatory Flexibility Act. The

Mitigation Division Director certifies

that this proposed rule is exempt from

the requirements of the Regulatory

Flexibility Act because proposed or

modified BFEs are required by the Flood

Disaster Protection Act of 1973, 42

U.S.C. 4104, and are required to

establish and maintain community

eligibility in the NFIP. As a result, a

regulatory flexibility analysis has not

been prepared

Regulatory Classification. This

proposed rule is not a significant

regulatory action under the criteria of

Section 3(f) of Executive Order 12866 of

September 30, 1993, Regulatory

Planning and Review, 58 FR 51735.

Executive Order 13132, Federalism.

This rule involves no policies that have

federalism implications under Executive

Order 13132.

Executive Order 12988, Civil Justice

Reform. This rule meets the applicable

standards of Executive Order 12988.

List of Subjects in 44 CFR Part 67

Administrative practice and

procedure, flood insurance, reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

proposed to be amended as follows:

PART 67-[AMENDED]

1. The authority citation for Part 67

continues to read as follows:

Authority: 42 U.S.C. 4001 et seq.;

Reorganization Plan No. 3 of 1978, 3 CFR,

1978 Comp., p. 329; E.Q. 12127, 44 FR 19367,

3 CFR, 1979 Comp., p. 376, § 67.4.

2. The tables published under the

authority of § 67.4 are proposed to be

ameded as follows:

+ Elevation in feet

(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 the confluence with Brooklyn Creek ...... *698 *697 Athens-Clark County.

tary A.

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 15 and 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

confluence with 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.

1 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 order to convert this printed elevation data from the NGVD29 datum to the NAVD88 datum, please subtract 0.194 feet.

40956

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

Flooding source(s) Location of referenced elevation

+ Elevation in feet

(NGVD)

*Elevation in feet

(NAVD)

#Depth in feet above

ground

Effective Modified

Communities affected

ADDRESSES

Maps are available for inspection at the 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 order to convert this printed elevation data from the NGVD29 datum to the NAVD88 datum, please subtract 0.4 feet.

ADDRESSES

Maps are available for inspection at the 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 in feet

Flooding source(s) Location of referenced elevation (NAV) eet abov #Depth in feet above Cmuiisafce

ground

Effective Modified

Warren County, Kentucky and Incorporated Areas

Sinkhole No. 2 .............. At Media Drive ............................................ *464 +464 City of 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 City of Bowling Green.

Sinkhole No. 4B ........... At Holly and Catherine Drives .................... *443 +440 City of 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 City of Bowling Green.

Sinkhole No. 21 ............ At Canton Avenue ....................................... *524 +523 City of Bowling Green.

Sinkhole No. 22 .......... At Andrea Street ......................................... *532 +529 City of Bowling Green.

Sinkhole No. 25A ......... At Pascoe Boulevard .................................. *535 +531 City of 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 in feet above ground. *National-Geodetic Vertical Datum.

+National American Vertical Datum.

ADDRESSES

Maps dre available for 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 of Anderson 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 1 Pickens 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) Location of referenced elevation (NAVD) eet above #Depth in feet 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.

At the 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.

At the 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 confluence with South Saluda River

Approximately 1,700 -feet downstream of

Dalton Road.

At the confluence of Oolenoy River ............

Approximately 210 feet upstream of Table

Rock Road.

At the confluence of Lake Keowee .............

Approximately 2,510 feet upstream of Little

Eastatoee Road.

At the 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.

At the confluence with Eighteenmile Creek

Approximately 1,000 feet upstream of Calhoun Memorial Hwy.

At the 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),

City of 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 in feet above

ground

Effective Modified

Eighteenmile Creek

Tributary 6.

Eighteenmile Creek

Tributary 7.

Eighteenmile Creek

Tributary 8.

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 the confluence 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 2,060 feet 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 in feet

(NGVD) + Elevation in feet (NAVD) Communities affected

Flooding source(s) Location of referenced elevation #Depth in feet 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 confluence with Georges Creek .......

Approximately 2,140 feet upstre am of Cardinal Drive.

At the confluence with Twelvemile Creek

Approximately 1,380 feet downstream of

Enon Church Road.

At the confluence with Golden Creek.

Approximately 2,140 feet upstream of the

confluence with-Golden Creek.

At the confluence of Oolenoy River ............

Approximatley 200 feet Downstream of

Table Rock Road.

At the confluence with Cannon Creek ........

Approximately 1,410 feet upstream of the

confluence with Gregory Creek.

At the confluence of Twelvemile Creek ......

Approximately 3,090 feet upstream of

Hagood Mill Road.

At the confluence 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.

At the confluence with Lake Keowee .........

Approximately 990 feet upstream of Little

Crow Creek Road.

At the 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

City of 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.

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).

+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 in feet 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.

M ill C reek .....................

Mill Shoals Creek .........

Molly Branch .................

Oolenoy River ...............

Oolenoy River Tributary

2.

Oolenoy River Tributary

3.

Oolenoy River Tributary

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 Canvasback Way.

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 the confluence with Oolenoy River ........

Approximately 490 feet upstream of Table

Rock Road.

At the confluence with Oolenoy River ........

Approximately 350 feet upstream of Table

Rock Road.

At the 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.

At the confluence with Twelvemile Creek

Approximately 1,670 feet downstream of

Morningside Road.

At the 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),

City of Easley.

Pickens County (Unincorporated Areas),

City of Easley.

Pickens County (Unincorporated Areas),

City of 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 in feet

(NGVD)

+ Elevation in feet

Flooding source(s) Location of referenced elevation (NAVD) in affecbov #Depth in feet above 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 Tributary 2

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 2,660 feet upstream of Spur

Road.

At the 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 River Tributary).

Just upstream of Hunts Bridge Road .........

At the confluence with Shoal Creek (South

Saluda River Tributary).

Approximately 2,170 feet upstream of

Raines Road.

At the confluence with Lake Hartwell .........

Approximately 700 feet upstream of Cedar

Hill Road.

At the confluence of Georges Creek ........

Approximately 1,000 feet upstream of

South Saluda Road.

At the confluence of South Saluda River ...

Approximately 2,520 feet upstream of Edinburgh Lane.

At the 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 1 Pickens 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 in feet above Cmuiisafce

ground

Effective Modified

Town Creek Tributary 3

Town Creek Tributary 4

Twelvemile Creek .........

Twelvemile Creek .........

Twelvemile Creek Tributary.

Twelvemile Creek Tributary 4.

Twelvemile Creek Tributary 6.

Twelvemile Creek Tributary 7.

TwelvemileCreek Tributary 9.

Twelvemile Creek Tributary 10.

Twelvemile Creek Tributary 11.

Twelvemile Creek Tributary 13.

Twelvemile Creek Tributary 14.

Twelvemile Creek Tributary 15.

Weaver Creek ..............

West Fork Gregory

Creek.

W olf Creek ....................

W olf 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.

At the confluence of Town Creek ...............

Approkimately 720 feet downstream of

Spring Creek Drive.

At the 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 the confluence with Lake Hartwell .........

Approximately 4,970 feet upstream of the

confluence with Lake Hartwell.

At the confluence with Lake Hartwell .........

Approximately 210 feet upstream of R.C.

Edward School Road.

At the confluence 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 with Twelvemile 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 with Twelvemile Creek

Approximately 660 feet upstream of

Windmont Road.

At the 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 in feet

Flooding source(s) Location of referenced elevation (NAVD) eet above #Depth in feet 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 2,180 feet 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 feet above ground.

*National Geodetic Vertical Datum.

+National American Vertical Datum.

ADDRESSES

Unincorporated Areas of Pickens County

Maps are available for inspection at 222 McDaniels Avenue B-, Pickens, SC.29670-1419.

Send comments to Alan M. Ours, County Administrator, Pickens County, 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 Rick Cotton, City Aministrator, City of Clemson, P.O. Box 1566, Clemson, SC 29633-1566.

.City of Easley

Maps are available for inspection at 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 inspection at 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 inspection at 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.

City of Pikens

Maps are available for inspection at 209 Pendleton Street, Pickens, SC 29671-0127.

Send comments to the Honorable David Owens, Mayor, City of Pickens, P.O. Box 217, Pickens, SC 29671-0127.

Town of Sixmile

Maps are available for inspection at 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 in feet 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 Tributary 2.

Beaverdam Creek Tributary 3.

Beaverdam Creek Tributary 4.

Big Branch ....................

Big Allison Creek ..........

Big Allison Creek Tributary 1.

Big Allison Creek Tributary 2.

Big Allison Creek Tributary 3.

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 the confluence 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 the confluence with Big Allison Branch

Approximately 1,155 feet southwest of the

intersection of Old Cedar Circle and Big

Branch Court.

At the confluence 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

the confluence 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).

York County (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 in feet

(NGVD)

+ Elevation in feet

Flooding source(s) Location of referenced elevation (NAVD) eet afove #Depth in feet above Cmuiisafce

ground

Effective Modified

Buck Horn Creek ..........

Buck Horn Creek Tributary 1.

Buck Horn Creek Tributary 2.

Buck Horn Creek Tributary 3.

Buck Hom Creek Tributary 4.

Buck Hom 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.

At the 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.

At the 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 the confluence 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.

At the 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 Bullock Creek.

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).

York County (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 in feet

Flooding source(s) Location of referenced elevation (NAVD) eet above

#Depth in feet above Cmuiisafce

ground

Effective Modified

Camp Run ....................

Carter Branch ...............

Catawba River ..............

Catawba River Tributary

1.

Catawba River Tributary

2.

Catawba River Tributary

3.

Catawba River Tributary

4.

Catawba River Tributary

6.

Catawba River Tributary

9.

Catawba River Tributary

10.

Catawba River Tributary

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 of the Lake Wylie Dam ...

At the confluence with Catawba River .......

At the Chester/York County Boundary .......

At the 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 River Tributary 9.

Approximately 625 feet upstream of the

confluence with Catawba River Tributary

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 2,310 feet 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.

At the confluence with Creekside Branch

Approximately 3,810 feet upstream of the

confluence of Creekside Branch Tributary 7.

At the confluence with Creekside Branch

Approximately 2,905 feet upstream of the

confluence of Creekside Branch Tributary 7.

At the confluence with Creekside Branch

Approximately 1,290 feet upstream of the

confluence of Creekside Branch.

At the 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 in feet

(NAVD) Communities affected

# Depth in feet above

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 in feet

(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 Creek Tributary 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 2,800 feet 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 4,100 feet upstream of confluence with Crowder Creek.

Approximately 6,810 feet downstream of

Colonial Road.

Approximately 4,430 feet downstream of

Colonial Road.

At the 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 the confluence with Catawba River .......

Approximately 1,425 feet downstream of

Harris Road.

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 the confluence with Fishing Creek .........

Approximately 2,925 feet upstream of

Zinker Road.

At the confluence 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 confluence with 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

None

NoneNone

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 of York.

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 in feet 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 Creek Tributary

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.

At the 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 Tributary 6.

Approximately 450 feet upstream of

Highwood Road.

At the confluence with Fishing Creek .........

Approximately 790 feet upstream of Trotter

Place.

At the confluence with Fishing Creek .........

Approximately 50 feet northeast of the end

of Cricket Run.

At the confluence with Fishing Creek .........

Approximately 2,550 feet upstream of Turkey Farm Road.

At the 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.

At the confluence with Guyon Moore Creek

Approximately 1,980 feet upstream of the

confluence with Guyon Moore Creek.

At the 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).

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).

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 in feet

Flooding source(s) Location of referenced elevation (NAVD) eet afove # Depth in feet above Cmuiisafce

ground

Effective Modified

Hidden Creek ...............

Jennings Branch ...........

Johnson Branch ...........

Jones Branch ...............

Kings Creek ..................

Kirkpatrick Branch ........

Lake W ylie ....................

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 Tributary 2.

Little Dutchman Tributary 1A.

Little Turkey Creek .......

Little Turkey 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 Clark Creek ............

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 the confluence with Bullock Creek .........

Approximately 1,600 feet downstream of

Lockhart Road.

At the confluence with Fishing Creek .........

Approximately 250 feet downstream of Liberty Street East.

At the confluence 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 Little Allison 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 the confluence with Little Turkey Creek

Approximately 2,790 feet upstream of the

confluence with Little 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

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 in feet

(NGVD)

+ Elevation in feet

Flooding source(s) Location of referenced elevation (NAVD) eet afove #Depth in feet 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.

M ill 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.

At the confluence with Little Turkey Creek

Approximately 4,390 feet upstream of the

.confluence of McClures Branch Tributary

1.

At the 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 the confluence 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 feet above 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

confluence with 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 Big Allison Creek ...

Approximately 300 feet upstream of Lincoln Road.

At the confluence with Bullock Creek .........

Approximately 5,030 feet upstream of

Tumer Road.

At the confluence with Rocky Branch .........

Approximately 3,530 feet upstream of the

confluence with Rocky Branch.

At the confluence with Turkey 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.

At the confluence with Ross Branch ..........

Approximately 3,660 feet upstream of the

confluence with Ross Branch.

At the confluence 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 the confluence 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).

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).

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 in feet 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 Fork Tributary 2

Stoney Fork Tributary 3

Stoney Fork Tributary 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 Road West.

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 Tributary 2.

Tools Fork Creek Tributary 3.

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 2,190 feet upstream of Walnut Street Extension.

At the 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.

At the 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

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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 the confluence with Turkey Creek .........

Approximately 6,360 feet upstream of the

confluence with 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.

At the confluence with Turkey Creek .........

Approximately 9,360 feet upstream of the

confluence with Turkey Creek.

At the confluence with Turkey Creek .........

Approximately 300 feet downstream of

Burris Road North.

At the 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).

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), 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'

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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 afov #Depth in feet above Cmuiisafce

ground

Effective Modified

Approximately 560 feet downstream of None +606

Herlong Avenue South.

Wildcat Creek Tributary At the confluence with Wildcat 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 confluence with Little Turkey Creek None +496 York County (Unincorporated Areas).

Approximately 680 feet upstream of the None +558

confluence with Lindsay Creek.

#Depth in feet above 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 available for inspection at 6001 Wylie Avenue, 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 of Tega 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 to the 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

(Catalog of Federal Domestic Assistance No.

83.100, "Flood Insurance.")

Dated: July 6, 2006.

David I. Maurstad,

Director, Mitigation Division, Federal

Emergency Management Agency, Department

of Homeland Security.

[FR Doc. 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 of Homeland Security,

Mitigation Division.

ACTION: Proposed rule.

SUMMARY: Technical information or

comments are requested on the

proposed Base (1% annual chance)

Flood Elevations (BYEs) and proposed

BEEs modifications for the communities

listed below. The BEEs are the basis for

the floodplain management measures

that the community is required either to

adopt or to show evidence of being

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 following the second

publication of this proposed rule in a

newspaper of local circulation in each

community.

ADDRESSES: The proposed BFEs for each

community are available for inspection

at the office of the Chief Executive

Officer of each community. The

respective addresses are listed in 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

proposes to make determinations of

BYEs and modified BFEs for each

community listed below, in accordance

with section 110 of the Flood Disaster

Protection Act of 1973, 42 U.S.C. 4104,

and 44 CFR 67.4(a). These proposed

BEEs and modified BFEs, together with

the floodplain management criteria

required by 44 CFR 60.3, are the

minimum that are required. They

should not be constried to mean that

-the community must change any

existing ordinances that are more

stringent in their floodplain

management requirements. The

community may at any time enact

stricter requirements of its own, or

pursuant to policies established by other

Federal, State or regional entities. These

proposed elevations are used to meet

the floodplain management

requirements of the NFIP and are also

used to calculate the appropriate flood

insurance premium rates for new

buildings built after these elevations are

made final, and for the contents in these

buildings.

National Environmental Policy Act.

This proposed rule is categorically

excluded from the requirements of 44

CFR part 10, Environmental

Consideration. No environmental

impact assessment has been prepared.

Regulatory Flexibility Act. The

Mitigation Division Director ceitifies

that this proposed rule is exempt from

the requirements of the Regulatory

Flexibility Act because proposed or

modified BFEs are required by the Flood

Disaster Protection Act of 1973, 42

U.S.C. 4104, and are required to

establish and maintain community

eligibility in the NFIP. As a result, a

regulatory flexibility analysis has not

been prepared.

Regulatory Classification. This

proposed rule is not a significant

regulatory action under the criteria of

Section 3(f) of Executive Order 12866 of

September 30, 1993, Regulatory

Planning and Review, 58 PR 51735.

Executive Order 13132, Federalism.

This rule involves no policies that have

federalism implications under Executive

Order 13132.

Executive Order 12988, Civil lustice

Reform. This rule meets the applicable

standards of Executive Order 12988.

List of Subjects in 44 CFR Part 67

Administrative practice and -

procedure, Flood insurance, Reporting

and recordkeeping requirements.

Accordingly, 44 CFR part 67 is

proposed to be amended as follows:

PART 67-[AMENDED]

1. The authority citation for part 67

continues to read as follows:

Authority: 42 U.S.C. 4001 et seq.;

Reorganization Plan No. 3 of 1978, 3 GFR,

1978 Comp., p. 329; E.O. 12127, 44 FR 19367,

3 CFR, 1979 Comp., p. 376, § 67.4.

2. The tables published under the

authority of § 67.4 are proposed to be

amended as follows:

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

# Depth in feet above

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, (UninCity of Bossier City.

Bossier Parish (Unincorporated Areas).

40978

HeinOnline -- 71 Fed. Reg. 40978 2006