19950 Federal Register / Vol. 75, No. 73 / Friday, April 16, 2010 / Notices 

The specific change to the records 

system being amended is set forth 

below. The proposed amendment is not 

within the purview of subsection (r) of 

the Privacy Act of 1974, (5 U.S.C. 552a), 

as amended, which requires the 

submission of a new or altered system 

report. 

Dated: April 12, 2010. 

Mitchell S. Bryman, 

Alternate OSD Federal Register Liaison 

Officer, Department of Defense. 

F051 AF JA B 

SYSTEM NAME: 

Confidential Financial Disclosure 

Report. (December 15, 2008; 73 FR 

76013). 

CHANGE: 

Delete the system ID number entry 

and replace it with ‘‘F051 AFJA F’’. 

* * * * * 

F051 AFJA F 

SYSTEM NAME: 

Confidential Financial Disclosure 

Report. 

[FR Doc. 2010–8738 Filed 4–15–10; 8:45 am] 

BILLING CODE 5001–06–P 

DELAWARE RIVER BASIN 

COMMISSION 

Notice of Commission Meeting and 

Public Hearing 

Notice is hereby given that the 

Delaware River Basin Commission will 

hold an informal conference followed 

by a public hearing on Wednesday, May 

5, 2010. The hearing will be part of the 

Commission’s regular business meeting. 

The conference session and business 

meeting both are open to the public and 

will be held at the Commission’s office 

building, located at 25 State Police 

Drive, West Trenton, New Jersey. 

The conference among the 

commissioners and staff will begin at 

10:30 a.m. and will consist of a 

presentation on the Commonwealth’s 

Total Dissolved Solids (TDS) Strategy by 

a representative of the Pennsylvania 

Department of Environmental Protection 

and a presentation on the Delaware 

River Valley Early Warning System by a 

representative of the Philadelphia Water 

Department. 

The subjects of the public hearing to 

be held during the 1:30 p.m. business 

meeting include the dockets listed 

below: 

1. Cabot Corporation, D–1970–072–4. 

An application for the renewal of an 

existing 0.222 million gallons per day 

(mgd) discharge from Outfalls Nos. 001 

(process wastewater and non-contact 

cooling water (NCCW)), 002 

(stormwater, condensate and NCCW), 

and 003 (process water treatment system 

wastewater). The project is located on 

Swamp Creek at River Mile 92.47— 

32.3—12.9—12.6 (Delaware River— 

Schuylkill River—Perkiomen Creek— 

Swamp Creek), on the border of 

Douglass Township, Montgomery 

County, Pennsylvania and 

Colebrookdale Township, Berks County, 

Pennsylvania. 

2. Gilbertsville Golf Club, D–1999– 

047–2. The purpose of this project is to 

continue to provide up to 12 million 

gallons per 30 days (mg/30 days) of 

water for golf course irrigation from 

existing Wells Nos. 2, 9, and 13, which 

were installed in the Brunswick 

Formation. The docket holder augments 

two ponds from the existing 

groundwater wells to satisfy the 

irrigation water demand for the docket 

holder’s golf course. The project is 

located in the Minster Creek Watershed 

in the New Hanover Township, 

Montgomery County, PA and is located 

in the Southeastern Pennsylvania 

Ground Water Protected Area (GWPA). 

3. Womelsdorf Sewer Authority, D– 

1967–084 CP–2. An application to 

approve an expansion of the existing 

Womelsdorf Sewer Authority 

Wastewater Treatment Plant (WWTP). 

The WWTP was expanded in 2000 from 

0.3 million mgd to 0.475 mgd; however 

this expansion was never approved by 

the Commission. The WWTP will 

continue to discharge to the 

Tulpehocken Creek, a tributary to the 

Schuylkill River. The facility is located 

in Heidelberg Township, Berks County, 

Pennsylvania. 

4. Morysville, D–1973–060 CP–2. An 

application for approval to increase the 

Morysville WWTP discharge from 0.25 

mgd to 0.32 mgd. The hydraulic design 

capacity of 0.38 mgd will not be 

modified. The project will continue to 

discharge to Ironstone Creek at River 

Mile 92.47—54.15—4.0—4.1 (Delaware 

River—Schuylkill River—Manatawny 

Creek—Ironstone Creek), in 

Colebrookdale Township, Berks County, 

Pennsylvania. 

5. North Wales Water Authority, D– 

1986–020 CP–2. An application for 

approval of a modification of the North 

Wales Water Authority WWTP. The 

applicant proposes to upgrade the 

existing 0.835 mgd WWTP to include 

the addition of an activated sludge unit 

and a chemical feed system. The project 

includes the transfer of ownership from 

North Wales Borough to the North 

Wales Water Authority. The WWTP’s 

hydraulic design rate of 0.835 mgd will 

remain unchanged. The WWTP will 

continue to discharge to an unnamed 

tributary of the Wissahickon Creek, 

which is a tributary of the Schuylkill 

River. The facility is located in Upper 

Gwynedd Township, Montgomery 

County, Pennsylvania. 

6. Township of Spring, D–1988–077 

CP–2. An application for approval of the 

expansion of the Spring Township 

WWTP. A 1.0 mgd oxidation ditch 

treatment system utilizing a fixed film 

contact aeration (packed bed reactor) 

system is proposed to be added to the 

existing 1.28 mgd WWTP in order to 

expand the plant’s hydraulic design 

capacity from 1.28 mgd to 2.28 mgd. 

The average annual flow of the 

expanded plant will be 2.0 mgd. The 

WWTP will continue to discharge to 

Cacoosing Creek, a tributary of 

Tulpehocken Creek, which is a tributary 

of the Schuylkill River. The facility is 

located in the Township of Spring, 

Berks County, Pennsylvania. 

7. Hilltown Township Water and 

Sewer Authority, D–1992–020 CP–3. An 

application for the renewal of a 

groundwater withdrawal project to 

continue the withdrawal of 16.0 mg/30 

days to supply the applicant’s public 

water supply system from existing Wells 

Nos. 2 and 5 and new Well No. 1A. New 

Well No. 1A was drilled as a 

replacement well for Well No. 1, which 

was abandoned due to a casing failure. 

The applicant requests that the 

withdrawal from New Well No. 1A be 

limited to 9.60 mg/30 days. The project 

is located in the Brunswick and 

Lockatong Formations in the Pleasant 

Spring Creek Watershed in Hilltown 

Township, Bucks County, Pennsylvania, 

within the Southeastern Pennsylvania 

Ground Water Protected Area. 

8. Lyons Borough Municipal 

Authority, D–1994–080 CP–2. An 

application for approval to expand and 

upgrade the Lyons Borough Municipal 

Authority WWTP. The hydraulic design 

flow will increase from 0.2 mgd to 0.3 

mgd, and modifications will include the 

construction of two equalization tanks, 

a package aeration unit, three gravity 

filters, an ultra-violet (UV) light 

disinfection system, a post-aeration 

tank, a screw press for sludge 

dewatering, chemical feed systems and 

a filtration building. The project also 

includes a request for an increase from 

1,000 milligrams per liter (mg/l) to 2,000 

mg/l in the Total Dissolved Solids (TDS) 

effluent limit for the upgraded WWTP. 

The increase in flow and TDS is 

anticipated as a result of proposed 

acceptance of an additional 0.10 mgd of 

industrial process water from East Penn 

Manufacturing Company, an industrial 

wastewater discharger to the WWTP. 

The WWTP will continue to discharge 

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Federal Register / Vol. 75, No. 73 / Friday, April 16, 2010 / Notices 19951 

to Sacony Creek, a tributary of the 

Maiden Creek, which is a tributary of 

the Schuylkill River. The project is 

located in the Borough of Lyons 

Township, Berks County, Pennsylvania. 

9. Lower Providence Township 

Municipal Authority D–1999–021 CP–2. 

An application for the renewal of a 

groundwater withdrawal project to 

supply up to 3.3 mg/30 days of water to 

the applicant’s golf course from existing 

Wells Nos. 1 and 2 in the Stockton 

Formation. The total allocation of 

groundwater is based on actual metered 

data and is an increase from the existing 

allocation of 2.27 mg/30 days. The 

project is located in the Mine Run and 

Schuylkill River watersheds in Lower 

Providence Township, Montgomery 

County, PA in the Southeastern 

Pennsylvania Ground Water Protected 

Area. 

10. Maidencreek Township Authority, 

D–2000–028 CP–2. An application for 

approval to increase the TDS effluent 

limit for the Maidencreek WWTP from 

1,000 mg/l to 1,500 mg/l. The proposed 

increase in TDS is a result of additional 

industrial process water proposed to be 

discharged to the plant by James Hardie 

Building Products, an existing industrial 

wastewater discharger. The average 

annual flow of the existing WWTP will 

remain at 0.8 mgd. The plant is 

hydraulically designed for 1.0 mgd. The 

WWTP will continue to discharge to 

Willow Creek, a tributary of Maiden 

Creek, which is a tributary of the 

Schuylkill River. The project is located 

in Ontelaunee Township, Berks County, 

Pennsylvania. 

11. East Vincent Municipal Authority, 

D–2005–007 CP–1. An application to 

rerate a 48,800 gallons per day (gpd) 

sewage treatment plant (STP) to process 

a maximum monthly flow of 52,800 

gpd, while continuing to provide 

tertiary treatment. The project will 

continue to serve flows from the builtout residential development known as 

Bartons Meadows in East Vincent 

Township, Chester County, 

Pennsylvania. The additional 4,000 gpd 

is needed to handle wet weather related 

flows due to inflow and infiltration. 

Following ultraviolet light disinfection, 

STP effluent will continue to be 

discharged to subsurface seepage beds 

in the drainage area of French Creek. 

The project is located in the DRBC 

Southeastern Pennsylvania Ground 

Water Protected Area and the Schuylkill 

River Watershed, off of Sheeder Road 

just north of its intersection with 

Pughtown Road. 

12. Upper Makefield Township, D– 

2007–025 CP–2. An application for 

approval of expansion of the Upper 

Makefield Township Gray Tract WWTP, 

which was previously approved but not 

constructed. The applicant seeks 

approval to expand the proposed plant 

from the previously approved 20,000 

gallons per day (gpd) to 55,550 gpd in 

order to accommodate an additional 

service area consisting of the portions of 

the Melksy Farm and White Farm 

subdivisions located in Upper 

Makefield Township. The hydraulic 

design capacity of the proposed WWTP 

is to be 70,000 gpd. The WWTP is 

proposed to discharge to Houghs Creek 

rather than to the previously-approved 

location on an unnamed tributary of 

Houghs Creek. The project is to be 

located in the Houghs Creek Watershed 

in Upper Makefield Township, Bucks 

County, Pennsylvania, and is located 

within the drainage area of the section 

of the non-tidal Delaware River known 

as the Lower Delaware, which is 

classified as Special Protection Waters. 

13. Artesian Water Company, Inc. D– 

2007–042 CP–1. An application for 

approval of a groundwater withdrawal 

project to supply up to 25.8 mg/30 days 

of water to the applicant’s public water 

supply distribution system from new 

Wells Nos. PW–1 and PW–2 in the 

Weatherstone Crossing wellfield. The 

project is located in the Frederica 

Formation in the Murderkill River 

Watershed in Kent County, Delaware. 

14. Arcelor Mittal Plate, LLC, D–2008– 

036–1. An application for approval of an 

existing surface water and spring water 

withdrawal of up to 105.8 mg/30 days. 

The Arcelor Mittal Plate industrial 

facility withdraws surface water from 

two intakes and one spring source (West 

Side Spring). Intake No. 1 is located on 

the West Branch Brandywine Creek and 

Intake No. 2 is located on Sucker Run, 

a tributary of the West Branch 

Brandywine Creek. The facility is 

located in the City of Coatesville in 

Chester County, Pennsylvania. 

15. Naval Surface Warfare Center, 

Carderock Division, Ship Systems 

Engineering Station, D–2009–003 CP–1. 

An application for approval of an 

existing surface water withdrawal of 

1,080 mg/30 days. The existing Naval 

Surface Warfare Center, Carderock 

Division, Ship Systems Engineering 

Station currently withdraws surface 

water from the Philadelphia Navy 

Reserve Basin, which is connected by a 

channel and tidally-linked to the 

Schuylkill River one-half mile upstream 

of the confluence of the Schuylkill River 

with the Delaware River. The surface 

water withdrawal is used for noncontact cooling water. The facility is 

located in the City of Philadelphia, 

Pennsylvania. 

16. Naval Surface Warfare Center, 

Carderock Division, Ship Systems 

Engineering Station, D–2009–004 CP–1. 

An application to approve an existing 

non-contact cooling water (NCCW) 

discharge to the Navy Reserve Basin 

(Outfall 001) and an existing discharge 

of process water directly to the 

Delaware River within Water Quality 

Zone 4 (Outfall 005). The existing 

discharges have not been approved by 

the Commission. The discharge of 

NCCW from Outfall 001 will increase 

from 24.0 mgd (existing) to 36.0 mgd as 

a result of the proposed P–205 Electric 

Test Drive project and Outfall No. 005 

will remain at 0.60 mgd. The Navy 

Reserve Basin is connected by a channel 

and tidally-linked to the Schuylkill 

River one-half mile upstream of the 

confluence of the Schuylkill River with 

the Delaware River. The facility is 

located in the Schuylkill River 

Watershed in the City of Philadelphia, 

Pennsylvania. 

17. Village of Fleischmanns, D–2009– 

008 CP–1. An application for approval 

of a groundwater withdrawal project to 

supply up to 9.75 mg/30 days of water 

to the applicant’s public water supply 

system from existing Wells Nos. 2 and 

4, rehabilitated Well No. 3, new Well 

No. 5, and existing Springs Nos. 3, 4 & 

5. The allocation is requested in order 

to meet existing and projected demands 

in the project service area. The project 

is located in the Lower Walter 

Formation in the Bush Kill Watershed 

in the Village of Fleischmanns, 

Delaware County, New York. The site is 

located within the drainage area of the 

section of the non-tidal Delaware River 

known as the Upper Delaware, which is 

designated as Special Protection Waters. 

18. Elwood P. Carey, D–2009–028–1. 

An application for approval of an 

existing groundwater withdrawal 

project to supply a maximum of 10.8 

mg/30 days of water for the applicant’s 

irrigation of approximately 86 acres of 

corn, soybean, and wheat crops. The 

project well (Well No. 1) is located in 

the Cheswold Aquifer in the Leipsic 

River Watershed in Kent County, 

Delaware. 

19. State of Delaware Parks and 

Recreation, D–2009–034 CP–1. An 

application to approve an existing 

surface and groundwater withdrawal of 

up to 14.0 million gallons per 30 days 

(mg/30 days) of water for the irrigation 

of the docket holder’s golf course from 

one existing surface water intake (Intake 

No. 1) located on an irrigation pond and 

one existing groundwater production 

well (Well No. 1). The allocation limits 

the withdrawal to 7.0 mg/30 days, with 

a daily restriction of 403,000 gallons per 

day (gpd) for each source. The project 

well is located in the Cheswold 

Formation, and the surface water 

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19952 Federal Register / Vol. 75, No. 73 / Friday, April 16, 2010 / Notices 

withdrawal is from a pond located on an 

unnamed tributary of the Leipsic River 

in Kent County, Delaware. 

20. Deb-El Food Products, D–2009– 

036–1. An application for approval to 

construct a 0.05 mgd industrial 

wastewater treatment plant (IWTP) that 

will discharge to the Neversink River at 

River Mile 253.64—28.7 (Delaware 

River—Neversink River) in the drainage 

area of the section of the non-tidal 

Delaware River known as the Middle 

Delaware, which is classified as Special 

Protection Waters. The IWTP is located 

in the Town of Thompson, Sullivan 

County, New York. 

21. Arcelor Mittal Plate, LLC— 

Conshohocken, D–2009–039–1. An 

application for approval of a 

groundwater and surface water 

withdrawal project to supply up to 

12.96 mg/30 days of groundwater and 

45 mg/30 days of surface water to the 

applicant’s industrial process from the 

existing Q&T Well and existing surface 

water intake, respectively. The surface 

water allocation is based on projected 

peak demands and is less than the 

requested allocation of surface water. 

Surface water will be withdrawn from 

the Schuylkill River in the SchuylkillCrow Creek Watershed. The well is 

located in the Elbrook Formation in the 

Schuylkill-Crow Creek Watershed in 

Plymouth Township, Montgomery 

County, PA, within the Southeastern 

Pennsylvania Ground Water Protected 

Area. 

22. Village of Buckingham Springs, 

D–2009–040 CP–1. An application for 

approval of an existing 0.1 mgd 

discharge from the Village of 

Buckingham Springs (VBS) WWTP. The 

VBS WWTP will continue to discharge 

to Mill Creek at River Mile 115.63— 

23.39—4.95 (Delaware River— 

Neshaminy Creek—Mill Creek). The 

VBS WWTP is located in Buckingham 

Township, Bucks County, Pennsylvania. 

23. Tobyhanna Army Depot, D–2009– 

041 CP–1. An application for approval 

to modify the treatment process of the 

existing 0.802 mgd Tobyhanna Army 

Depot WWTP. The discharge is located 

at River Mile 183.66—83.5—26.4—1.82 

(Delaware River—Lehigh River— 

Tobyhanna Creek—UNT) within the 

drainage area of the section of the nontidal Delaware River known as the 

Lower Delaware, which is classified as 

Special Protection Waters. The WWTP 

is located in Coolbaugh Township, 

Monroe County, Pennsylvania. 

24. Cedar Glen Lakes Water Company, 

D–2009–046 CP. An application for 

approval of a groundwater withdrawal 

project to supply up to 7.8 mg/30 days 

of water to the applicant’s public supply 

distribution system from existing Well 

No. 2. The project is located in the 

Kirkwood-Cohansey Formation in the 

Rancocas Creek Watershed in 

Manchester Township, Ocean County, 

New Jersey. 

25. New Jersey American Water 

Company—New Egypt System, D–2009– 

050 CP–1. An application for approval 

of an existing groundwater withdrawal 

project to supply up to 5.0 mg/30 days 

of water to the applicant’s public water 

supply system from existing Wells Nos. 

1A and 2, which were not previously 

reviewed by the Commission. The 

project wells are located in the 

Englishtown Aquifer in the Crosswicks 

Creek Watershed in Plumsted 

Township, Ocean County, New Jersey. 

26. Kinsley Group Family, LP— 

Kinsley Shopping Center, D–2010–005– 

1. An application for approval to 

construct and operate the 20,000 gpd 

Kinsley Shopping Center (KSC) WWTP. 

Effluent limits for the KSC WWTP will 

be based upon a 17,770 gpd discharge, 

the expected 2015 year discharge flow. 

The WWTP will be located in the Lower 

SPW drainage area and will discharge to 

ten (five primary and five reserve) onsite seepage beds in the Weir Creek 

Watershed near River Mile 183.66— 

40.88—6.30—6.51—7.40—2.40 

(Delaware River—Lehigh River— 

Pohopoco Creek—Beltzville Reservoir— 

Pohopoco Creek—Weir Creek) in 

Chestnuthill Township, Monroe County, 

Pennsylvania. 

In addition to the standard business 

meeting items, including adoption of 

the Minutes of the Commission’s March 

3, 2010 business meeting; 

announcements of upcoming meetings 

and events of interest; a report on 

hydrologic conditions; a report by the 

Executive Director; and a report by the 

Commission’s General Counsel, the 

business meeting will include public 

hearings and consideration by the 

Commission of resolutions approving: 

(a) The Commission’s FY 2010–2015 

Water Resources Program; and (b) 

election of the Commission Chair, ViceChair and Second-Vice Chair for FY 

2011. In addition, the Commissioners 

will consider adoption of the DRBC 

Fiscal Year 2011 operating and capital 

budgets, on which a hearing was 

conducted during the December 9, 2009 

business meeting. An opportunity for 

public dialogue will be provided at the 

end of the meeting. 

Draft dockets scheduled for public 

hearing on May 5, 2010 can be accessed 

through the Notice of Commission 

Meeting and Public Hearing on the 

Commission’s Web site, drbc.net, ten 

days prior to the meeting date. 

Additional public records relating to the 

dockets may be examined at the 

Commission’s offices. Please contact 

William Muszynski at 609–883–9500, 

extension 221, with any docket-related 

questions. 

Note that conference items are subject 

to change and items scheduled for 

hearing are occasionally postponed to 

allow more time for the Commission to 

consider them. Please check the 

Commission’s Web site, drbc.net, closer 

to the meeting date for changes that may 

be made after the deadline for filing this 

notice. 

Individuals in need of an 

accommodation as provided for in the 

Americans with Disabilities Act who 

wish to attend the informational 

meeting, conference session or hearings 

should contact the Commission 

Secretary directly at 609–883–9500 ext. 

203 or through the Telecommunications 

Relay Services (TRS) at 711, to discuss 

how the Commission can accommodate 

your needs. 

Dated: April 12, 2010. 

Pamela M. Bush, 

Commission Secretary. 

[FR Doc. 2010–8726 Filed 4–15–10; 8:45 am] 

BILLING CODE 6360–01–P 

DEPARTMENT OF ENERGY 

Proposed Agency Information 

Collection 

AGENCY: U.S. Department of Energy. 

ACTION: Notice and request for 

comments. 

SUMMARY: The Department of Energy 

(DOE) invites public comment on a 

proposed collection of information that 

DOE is developing for submission to the 

Office of Management and Budget 

(OMB) pursuant to the Paperwork 

Reduction Act of 1995. Comments are 

invited on: (a) Whether the proposed 

collection of information is necessary 

for the proper performance of the 

functions of the agency, including 

whether the information shall have 

practical utility; (b) the accuracy of the 

agency’s estimate of the burden of the 

proposed collection of information, 

including the validity of the 

methodology and assumptions used; (c) 

ways to enhance the quality, utility, and 

clarity of the information to be 

collected; and (d) ways to minimize the 

burden of the collection of information 

on respondents, including through the 

use of automated collection techniques 

or other forms of information 

technology. 

DATES: Comments regarding this 

proposed information collection must 

be received on or before June 15, 2010. 

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