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NOTICESDELAWARE RIVER
BASIN COMMISSIONPublic Hearing and Business Meeting
The Delaware River Basin Commission (Commission)will hold a
public hearing on Tuesday, June 9, 2015. Abusiness meeting will be
held the following day onWednesday, June 10, 2015. The hearing and
businessmeeting are open to the public and will take place at
theWashington Crossing Historic Park Visitor Center, 1112River
Road, Washington Crossing, PA.
Public hearing. The public hearing on June 9, 2015,will begin at
1:30 p.m. Hearing items will include: draftdockets for the
withdrawals, discharges and other water-related projects listed as
follows; a resolution apportion-ing among the signatory parties the
amounts required forsupport of the current expense and capital
budgets for thefiscal year ending June 30, 2016; a resolution
approvingthe annual current expense and capital budgets for
thefiscal year ending June 30, 2016; and a proposed ruleamending
the Commission’s Administrative Manual PartIII—Rules of Practice
and Procedure to provide for theOne Process/One Permit Program.
Additional informationon the latter item can be found in separate
notices ofproposed rulemaking in the Federal Register, the
registerpublications of each of the Commission’s member statesand
on the Commission’s web site.
Written comments on matters scheduled for hearing onJune 9,
2015, will be accepted through the close of thehearing that day. As
time allows, after the hearing on allscheduled matters has been
completed the meeting willinclude an opportunity for public
dialogue.
Draft dockets and resolutions scheduled for hearing areposted on
the Commission’s web site at www.drbc.net 10days prior to the
hearing date. The notice of proposedrulemaking to provide for the
One Process/One PermitProgram, along with supporting materials, was
publishedon the Commission’s web site on May 7, 2015.
Additionalpublic records relating to the hearing items may
beexamined at the Commission’s offices. Contact ProjectReview
Section assistant Victoria Lawson at (609) 883-9500, Ext. 216, with
any questions concerning draftdockets.
The public is advised to check the Commission’s website
periodically prior to the hearing date as itemsscheduled for
hearing may be postponed if additional timeis deemed necessary to
complete the Commission’s review.In reviewing docket descriptions,
the public is also askedto be aware that project details commonly
change in thecourse of the Commission’s review, which is ongoing
andthe descriptions do not always capture these modifica-tions.
Be advised that during the public hearing on June 9,2015, the
staff will continue the practice of offering ashorter presentation
than in the past for the subset ofdraft dockets that consist of
renewals where a project hasundergone no substantive changes.
Interested parties willhave the same opportunity to comment on or
ask ques-tions concerning these dockets as they have
historically
had. If any member of the public requests additionalinformation
about a project during the hearing, staff willbe prepared to offer
more detail. A detailed description ofeach project is included in
the draft docket, which can beaccessed on the Commission’s web site
by means of ahyperlink listed in this hearing notice.
1. Village of Liberty, D-1965-039 CP-3. An applicationto renew
the approval of the applicant’s existing 2 milliongallons per day
(mgd) wastewater treatment plant(WWTP) and its discharge. Treated
effluent will continueto be discharged to an unnamed tributary
(UNT) of theEast Branch Mongaup River, above Swinging
BridgeReservoir, at River Mile 261.1—23.56—8.12—0.86(Delaware
River—Mongaup River—East Branch MongaupRiver—UNT) by means of
Outfall No. 001, within thedrainage area of the section of the main
stem DelawareRiver known as the Upper Delaware, which the
Commis-sion has classified as Special Protection Waters, in
theVillage of Liberty, Sullivan County, NY.
2. Freeland Borough Municipal Authority, D-1965-052CP-4. An
application to renew the approval of the existing1.2 mgd Freeland
Borough WWTP and its discharge. TheWWTP will continue to discharge
to Pond Creek, atributary of Sandy Run, which is a tributary of
theLehigh River, at River Mile 183.7—67.3—2.0—8.5(Delaware
River—Lehigh River—Sandy Run—PondCreek) and is located within the
drainage area of thesection of the main stem Delaware River known
as theLower Delaware, which the Commission has classified asSpecial
Protection Waters, in Freeland Borough, LuzerneCounty, PA.
3. Village of Monticello, D-1981-038 CP-3. An applica-tion to
renew the approval of the applicant’s existing 3.1mgd WWTP and its
discharge, as well as modificationsproposed to the WWTP. Treated
effluent will continue tobe discharged to Tannery Brook at River
Mile 253.64—27.3—1.91—3.24—1.54 (Delaware
River—NeversinkRiver—Sheldrake Stream—Kiamesha Creek—TanneryBrook)
by means of Outfall No. 001, within the drainagearea of the section
of the main stem Delaware Riverknown as the Middle Delaware, which
the Commissionhas classified as Special Protection Waters, in the
Villageof Monticello, Sullivan County, NY.
4. Hatfield Township Municipal Authority, D-1985-036CP-3. An
application to renew the approval of the ap-plicant’s existing 8.37
mgd WWTP and its discharge. Theapplicant has also requested
approval to rerate theWWTP to 10.68 mgd with no proposed
construction tostay in compliance with the Department
ofEnvironmental Protection’s (Department) hydraulicoverloading
condition. Treated effluent will continue to bedischarged to West
Branch Neshaminy Creek at RiverMile 115.63—40.01—4.0 (Delaware
River—NeshaminyCreek—West Branch Neshaminy Creek) by means
ofOutfall No. 001, in Hatfield Township, MontgomeryCounty, PA.
5. Dublin Borough, D-1986-070 CP-2. An application torenew the
approval of the applicant’s existing 1.2 mgdWWTP and its discharge.
The Commission and theDepartment have based effluent limitations on
an effluentdischarge flow of 0.5 mgd. Treated effluent will
continueto be discharged to Deep Run Creek at River
Mile157.0—6.2—5.4 (Delaware River—Tohickon Creek—Deep
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Run Creek) by means of Outfall No. 001, within thedrainage area
of the section of the main stem DelawareRiver known as the Lower
Delaware, which the Commis-sion has classified as Special
Protection Waters, inBedminster Township, Bucks County, PA.
6. Pennsylvania American Water Company, D-1987-031CP-4. An
application to renew the approval of an existinggroundwater
withdrawal (GWD) of up to 14.73 milliongallons per month (mgm) from
existing Wells Nos. 2, 3, 4and 5 completed in the Towamensing
Member of theCatskill Formation. The requested allocation is not
anincrease from the previous allocation. The project wellsare
located in the Hornbecks Creek Watershed inDelaware Township, Pike
County, PA within the drainagearea of the section of the main stem
Delaware Riverknown as the Middle Delaware, which the Commissionhas
classified as Special Protection Waters.
7. Northampton Borough, D-1987-046 CP-2. An ap-plication to
renew the approval of the existing 1.5 mgdNorthampton Borough WWTP
and its discharge. TheWWTP will continue to discharge to
Hokendauqua Creek,which is a tributary of the Lehigh River, at
River Mile183.7—22.1—0.3 (Delaware River—Lehigh River—Hokendauqua
Creek) within the drainage area of thesection of the main stem
Delaware River known as theLower Delaware, which the Commission has
classified asSpecial Protection Waters, in Northampton
Borough,Northampton County, PA.
8. Roamingwood Sewer and Water Association, D-1988-014-2. An
application to renew the approval of theexisting 1.755 mgd
Roamingwood WWTP and itsdischarge. The WWTP will continue to
discharge treatedeffluent to Ariel Creek, which is a tributary of
Wal-lenpaupack Creek upstream of Lake Wallenpaupack,which is a
tributary of the Lackawaxen River, at RiverMile 277.7—15.8—14.2—3.5
(Delaware River—Lacka-waxen River—Wallenpaupack Creek—Ariel Creek)
and islocated within the drainage area of the section of themain
stem Delaware River known as the UpperDelaware, which the
Commission has classified as SpecialProtection Waters, in Salem
Township, Wayne County,PA.
9. Manwalamink Sewer Company, D-1988-034-2. Anapplication to
renew the approval of the existing 0.7 mgdManwalamink WWTP and its
discharge. The WWTP willcontinue to discharge to Brodhead Creek at
River Mile213.0—0.6 (Delaware River—Brodhead Creek), within
thedrainage area of the section of the main stem DelawareRiver
known as the Middle Delaware, which the Commis-sion has classified
as Special Protection Waters, inSmithfield Township, Monroe County,
PA.
10. Spring Township, D-1988-077 CP-3. An applicationto renew the
approval of the existing 2.28 mgd SpringTownship WWTP and its
discharge and to temporarilyapprove a total dissolved solids
variance and effluentlimit of 1,500 milligrams per liter for the
WWTP. Nomodifications to the WWTP are proposed. The WWTP
willcontinue to discharge treated effluent to Cacoosing Creek,a
tributary of Tulpehcocken Creek, which is a tributary ofthe
Schuylkill River, at River Mile 92.47—76.8—4.0—2.0(Delaware
River—Schuylkill River—Tulpehocken Creek—Cacoosing Creek), in the
Township of Spring, BerksCounty, PA.
11. Wyomissing Valley Joint Municipal Authority,D-1991-009 CP-5.
An application to renew the approval ofthe existing 4.0 mgd Joint
Municipal Authority Wyomiss-
ing Valley WWTP and its discharge. The WWTP willcontinue to
discharge to Wyomissing Creek, a tributary ofthe Schuylkill River,
at River Mile 92.47—75.3—0.2(Delaware River—Schuylkill
River—Wyomissing Creek)in the City of Reading, Berks County,
PA.
12. Longwood Gardens, D-1992-052-3. An applicationto renew the
approval of an existing GWD of up to 8.68mgm to supply the
applicant’s public water supply systemand irrigation for ornamental
horticultural displaygardens from existing Wells Nos. B170, B172,
B94, B31,B169A, B169B, B161WG, B65, B46, T48, T49A, T49B andB106
completed in Granitic Gneiss. The requested alloca-tion is not an
increase from the previous allocation. Thewells are located in the
West Branch Red Clay CreekWatershed, in East Marlborough Township,
ChesterCounty, PA.
13. Hamburg Municipal Authority, D-1992-073 CP-4.An application
to renew the approval of the existing 1.5mgd Hamburg WWTP and its
discharge. The WWTP willcontinue to discharge to the Schuylkill
River, at RiverMile 92.47—98.7 (Delaware River—Schuylkill River)
inthe Borough of Hamburg, Berks County, PA.
14. Blue Mountain Water Cooperative, D-1993-027-3.An application
to renew the approval of a GWD project tocontinue to supply up to
5.17 mgm of groundwater to thedocket holder’s nontransient,
noncommunity public watersystem from existing Wells Nos. 1, 2 and 5
with noincrease in allocation. The docket also approves a previ-ous
expansion of the docket holder’s service area to anadditional
commercial development located adjacent tothe previously approved
Tilden Industrial Park servicearea. The wells are completed in the
Hamburg Sequencein the Pigeon Creek-Schuylkill River Watershed in
TildenTownship, Berks County, PA.
15. Filomina, Inc., D-1993-047-3. An application torenew the
approval of a GWD of up to 9.4 mgm to irrigatethe applicant’s
Hideaway Hills Golf Course from existingWells Nos. 1, 6 and 8.
Wells Nos. 6 and 8 are completedin the Catskills Formation and Well
No. 1 is completed inthe Trimmers Rock Formation. The requested
allocationis not an increase from the previous allocation.
Theproject wells are located in the Pohopoco CreekWatershed in Polk
Township, Monroe County, PA withinthe drainage area of the section
of the main stemDelaware River known as the Middle Delaware,
whichthe Commission has classified as Special ProtectionWaters.
16. Shoemakersville Municipal Authority, D-1993-074CP-4. An
application to renew the approval of the ap-plicant’s existing 0.75
mgd WWTP and its discharge.Treated effluent will continue to be
discharged to theSchuylkill River at River Mile 92.47—92.3
(DelawareRiver—Schuylkill River) by means of Outfall No. 001, inthe
Borough of Shoemakersville, Berks County, PA.
17. Jericho National Golf Club, Inc., D-1995-002-3.
Anapplication to renew the approval of an existing GWD ofup to 9.3
mgm to irrigate the applicant’s golf course fromexisting Wells Nos.
B-100 and B-C. Wells Nos. B-100 andB-C are completed in the
Brunswick Formation. Therequested allocation is not an increase
from the previousallocation. The project is located in the Jericho
CreekWatershed in Upper Makefield Township, Bucks County,PA within
the drainage area of the section of the mainstem Delaware River
known as the Lower Delaware,which the Commission has classified as
Special ProtectionWaters.
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18. Allied Utility Services, Inc., D-1996-025 CP-2.
Anapplication to renew the approval of the applicant’sexisting
0.075 mgd Schnecksville North WWTP and itsdischarge. Treated
effluent will continue to be dischargedto a UNT of Coplay Creek at
River Mile 183.66—21.05—10.6—0.7 (Delaware River—Lehigh
River—CoplayCreek—UNT) by means of Outfall No. 001, within
thedrainage area of the section of the main stem DelawareRiver
known as the Lower Delaware, which the Commis-sion has classified
as Special Protection Waters, in NorthWhitehall Township, Lehigh
County, PA.
19. Pennsylvania American Water Company, D-1998-043 CP-3. An
application to renew the approval of a GWDup to 165.33 mgm from
existing Wells Nos. 12, 13, 16,18A, 19, 20, 21, 23 and 28 for
public water supply. WellsNos. 12, 13 and 18A are completed in the
RichlandFormation, Well No. 16 is completed in the
MillbachFormation, Wells Nos. 19 and 20 are completed in
theOntelaunee Formation, Well No. 21 is completed in theAllentown
Formation, Well No. 23 is completed in theHammer Creek Formation
and Well No. 28 is completedin the Epler/Ontelaunee Formations. The
requested al-location is not an increase from the previous
allocation.The project wells are located in the Little
CacoosingCreek Watershed in Spring and Lower Heidelberg Town-ships
and Sinking Spring and Wyomissing Boroughs, allin Berks County,
PA.
20. Greater Pottsville Area Sewer Authority, D-2002-041CP-2. An
application to renew the approval of the existing8.2 mgd Greater
Pottsville Area Sewer Authority WWTPand its discharge. The WWTP
will continue to dischargeto the Schuylkill River, at River Mile
92.47—119.0(Delaware River—Schuylkill River) on the border
ofPottsville City, North Manheim Township, and Palo AltoBorough, in
Schuylkill County, PA.
21. East Vincent Township, D-2005-007 CP-2. An ap-plication to
renew the approval of the applicant’s existing0.053 mgd Bartons
Meadows WWTP and its discharge.Treated effluent will continue to be
discharged tosubsurface seepage beds in the drainage area of
FrenchCreek near River Mile 92.47—35.65—9.56—0.78(Delaware
River—Schuylkill River—French Creek—UNT)in East Vincent Township,
Chester County, PA.
22. Town of Kortright, Hamlet of Bloomville, D-2007-011 CP-2. An
application to renew the approval of theexisting 0.03 mgd
Bloomville WWTP and its discharge togroundwater. The WWTP will
continue to discharge toleach beds adjacent to Wright Brook,
upstream of Can-nonsville Reservoir in the West Branch Delaware
RiverWatershed. The WWTP and leach fields are locatedwithin the
drainage area of the section of the main stemDelaware River known
as the Upper Delaware, which theCommission has classified as
Special Protection Waters,in the Town of Kortright, Delaware
County, NY.
23. PSC Environmental Services, LLC, D-2011-009-2.An application
to renew the approval of the applicant’s0.1 mgd industrial
wastewater treatment plant (IWTP)that receives non-hazardous and
hazardous wastes fromoffsite generators within the continental
United States,primarily from Pennsylvania, New York and New
Jersey(both within and outside the basin) at their facilitylocated
in Hatfield Township, Montgomery County, PA.Approximately 20% of
the industrial wastewater collectedat the facility is pretreated
and conveyed to the HatfieldTownship Municipal Authority WWTP for
ultimate
discharge to the West Branch Neshaminy Creek. Theremainder is
trucked to other centralized waste treatmentfacilities, landfills
or cement kilns throughout the UnitedStates (most of which is sent
to DuPont Chambers Works,GROWS Landfill or Keystone Cement; all of
which arelocated within the basin).
24. The Chemours Company, FC, LLC, D-1969-059-2.An application
to renew the approval to continue towithdraw up to 1,314 mgm of
surface water from anexisting intake on the Delaware River for
noncontactcooling and industrial processes at the Chambers
Workschemical manufacturing facility. The docket also approvesa
transfer of ownership from DuPont to Chemours, whichwill become an
independent company on or about July 1,2015. DuPont operated its
withdrawals under Commis-sion Docket No. D-69-59 and Commission
Certificate ofEntitlement No. 177. The Certificate of Entitlement
willterminate upon the anticipated transfer of ownership.The docket
holder’s groundwater and surface waterwithdrawals from the Salem
Canal were previously ap-proved by Commission Docket No. D-93-19-2.
TheDelaware River intake is located in Water Quality Zone 5in
Pennsville Township, Salem County, NJ.
25. New Castle County Department of Special Services,D-1972-210
CP-2. An application to renew the approval ofand to approve an
upgrade to the existing 0.57 mgdDelaware City WWTP (also referred
to as the GovernorBacon Health Center WWTP). The upgrade consists
ofreplacing existing sand filters with cloth media filters
andreplacing the existing chlorine contact disinfection systemwith
UV disinfection. The WWTP will remain at 0.57 mgdand continue to
discharge to the Delaware River WaterQuality Zone 5 at River Mile
60.6, in Delaware City, NewCastle County, DE.
26. Occidental Chemical Corporation, D-1983-009-3. Anapplication
to renew the approval of and to approve amodification to the
existing 0.3 mgd Occidental ChemicalCorporation Delaware City IWTP.
The modificationconsists of replacing the existing outfall for the
IWTPwith a new outfall. The IWTP treatment facilities will notbe
modified, and will continue to treat contaminatedstormwater and
groundwater from the applicant’s formerchemical manufacturing plant
site. The IWTP willcontinue to discharge to Delaware River Water
QualityZone 5 at River Mile 62.7, in Delaware City, New
CastleCounty, DE.
27. Town of Rockland, D-1985-028 CP-3. An applicationto renew
the approval of the applicant’s existing 0.8 mgdLivingston Manor
WWTP and its discharge, as well as toapprove phased modifications
to the WWTP that meet theCommission’s definition of substantial
alterations or addi-tions. Treated effluent will continue to be
discharged toWillowemoc Creek at River Mile
330.7—15.5—15.5—6.94(Delaware River—East Branch Delaware
River—BeaverKill—Willowemoc Creek) by means of Outfall No.
001,within the drainage area of the section of the main
stemDelaware River known as the Upper Delaware, which theCommission
has classified as Special Protection Waters,in the Town of
Rockland, Sullivan County, NY.
28. Delaware Valley College, D-1994-050 CP-3. An ap-plication to
renew the approval of an existing GWD andto increase the allocation
from 6.34 mgm to 7.192 mgm tosupply potable water to the Delaware
Valley Universitycampus and to irrigate the docket holder’s
athletic fields.Existing Wells Nos. 1, 3, 4, 5, 6 and 7 are
completed in
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the Stockton Formation. The wells are located in theCommission’s
designated groundwater protected area inthe Neshaminy Creek
Watershed in Doylestown Town-ship, Bucks County, PA.
29. Artesian Water Company, D-2002-034 CP-4. Anapplication to
renew the approval of an existing importproject of up to 3.0 mgd
from the Chesapeake Bay Basinfrom the Old County Road, Chesapeake
City Road andEastern States well fields, and up to 3.0 mgd from
theSusquehanna River Basin from an interconnection withChester
Water Authority to augment water supply to theapplicant’s public
water supply system. The applicantalso seeks approval of new Well
Broad Run protected areafor inclusion in the Artisan Water Company
public watersupply system and renewal of the approval to withdrawup
to 612.83 mgm of groundwater for the docket holder’spublic water
supply distribution system. Artisan WaterCompany is not requesting
an increase in groundwaterwithdrawal allocation. The water supply
system andwellfields are located in New Castle County, DE and
NewGarden Township, Chester County, PA.
30. East Penn Manufacturing Company, D-2003-023-3.An application
to approve new Well No. 11 for inclusionin the applicant’s
manufacturing water supply systemand to approve an increase in the
total system GWDallocation from 20.67 mgm to 31 mgm. Wells Nos. 2,
4, 5,6, 7, 9, 10 and 11 are completed in the LeithsvilleFormation
and Well No. 8 is completed in GraniticGneiss. The wells are
located in the Moselem CreekWatershed in Richmond Township, Berks
County, PA.
31. Tennessee Gas Pipeline Company, LLC, D-2013-021-1. An
application to approve an existing natural gaspipeline project
referred to as the Tennessee 300 LineProject, which involved the
installation of two separateloops (Loops 321 and 323) and
modifications to Compres-sor Station 323. Loop 321 is located in
Mount Pleasant,Clinton, Dyberry and Berlin Townships and Bethany
andHonesdale Boroughs, Wayne County, PA. Loop 323 islocated in
Lackawaxen, Shohola and Milford Townships,Pike County, PA.
Compressor Station No. 323 is located inLackawaxen Township, Pike
County, PA. Approximately1.5 miles of the eastern-most portion of
Loop 323, locatedin Milford Township, Pike County, PA traverses
theDelaware State Forest, a recreation area that isincorporated
into the Commission’s Comprehensive Plan.Both pipeline loops cross
numerous waterbodies in thebasin and are subject to review under
the Commission’sFloodplain Regulations. Additionally, the project
involvessurface water withdrawals from Dyberry Creek andShohola
Creek for the purpose of hydrostatic testing ofthe pipeline loops.
After testing was completed, thehydrostatic test water was
discharged at five uplandlocations along the pipeline route. The
project is locatedwithin the drainage area of the sections of the
main stemDelaware River known as the Middle and UpperDelaware,
which the Commission has classified as SpecialProtection
Waters.
32. Tinicum Township, D-2014-014 CP-1. An applica-tion to
approve the applicant’s existing 2.8 mgd WWTPand its discharge. The
Department and the Commissionhave based effluent limits at Outfall
No. 001 on anaverage annual discharge flow of 1.4 mgd. Treated
efflu-ent will continue to be discharged to the tidal portion
ofDarby Creek at River Mile 85.28—1.0 (Delaware River—Darby Creek)
by means of Outfall No. 001, within WaterQuality Zone 4, in Tinicum
Township, Delaware County,PA.
33. Girl Scouts of Freedom Valley, D-2014-018 CP-1.
Anapplication to approve the applicant’s existing 0.045 mgdCamp
Tohikanee WWTP and its discharge. The Commis-sion and the
Department have based effluent limitationsupon an effluent
discharge flow of 0.015 mgd. Treatedeffluent will continue to be
discharged to a 0.2 mile longdrainage swale of Tohickon Creek,
above LakeNockamixon, at River Mile 157.0—20.23
(DelawareRiver—Tohickon Creek) by means of Outfall No. 001,within
the drainage area of the section of the main stemDelaware River
known as the Lower Delaware, which theCommission has classified as
Special Protection Waters,in Haycock and East Rockhill Townships,
Bucks County,PA.
34. Villa Roma Country Club, D-2014-020-1. An ap-plication to
approve the applicant’s existing GWD andsurface water withdrawal
(SWWD) of up to 12.276 mgmto supply domestic, irrigation, and/or
snow-making waterfrom Wells Nos. 2, 4, 6, 7, 8, 9, 10 and 12 and
PondIntakes Nos. 11 and 15. The eight wells are completed inthe
Honesdale Formation. The two pond intakes arelocated in the Jones
Brook Watershed. All ten withdrawalsources are located within the
drainage area of thesection of the main stem Delaware River known
as theMiddle Delaware, which the Commission has classified
asSpecial Protection Waters, in the Town of Delaware,Sullivan
County, NY.
35. Richard C. Becker, Walnutport Mobile Home Park,D-2014-021
CP-1. An application to approve the ap-plicant’s existing 0.05 mgd
Walnutport Mobile Home ParkWWTP and its discharge. Treated effluent
will continue tobe discharged to Bertsch Creek at River Mile
183.66—30.68—0.16 (Delaware River—Lehigh River—BertschCreek) by
means of Outfall No. 001, within the drainagearea of the section of
the main stem Delaware Riverknown as the Lower Delaware, in Lehigh
Township,Northampton County, PA.
36. PPL Utilities Corporation, D-2014-023-1. An ap-plication to
approve a new electric transmission lineproject referred to as the
Northeast Pocono ReliabilityProject (NEPOC Project). The project
alters greater than25 acres of wetlands and portions of the project
passthrough the Lackawanna State Forest (LSF), which isdesignated
in the Commission’s Comprehensive Plan as arecreation project area.
In the Delaware River Basin, theproject consists of the
construction of approximately 44.5miles of 230 kV transmission
line, including a portion ofthe line (2.9 miles) that passes
through the LSF andapproximately 10 miles of 138/69 kV transmission
circuitconnector line, including a portion of this line (0.1
miles)that passes through the LSF and one new electricsubstation.
The transmission line project requires theclearing of a new
right-of-way along the transmission andconductor line corridors,
construction of access roads andtemporary work pads for monopole
construction andconductor pulling equipment, installation of
monopolesand stringing and tensioning conductor. The project
islocated in the Lehigh River and Lackawaxen Riverwatersheds in
Bear Creek and Buck Townships inLuzerne County, Tobyhanna Township
in Monroe County,Thornhurst, Clifton and Covington Townships
inLackawanna County, and Lehigh, Sterling, Dreher, Salemand Paupack
Townships in Wayne County, all in PA,within the drainage area of
the section of the main stemDelaware River known as the Lower and
UpperDelaware, which the Commission has classified as
SpecialProtection Waters.
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37. Aqua America, Inc., D-2015-001 CP-1. An applica-tion to
approve an existing SWWD and to approve anallocation of up to 16.5
mgd (511.5 mgm) to supply theapplicant’s public water supply from
an existing surfacewater intake on the Perkiomen Creek at Wetherill
Dam.This surface water intake is part of Aqua Pennsylvania’sMain
Division public water supply system. The projectintake is located
in the Perkiomen Creek Watershed inLower Providence Township,
Montgomery County, PA.
38. Plumsted Township Municipal Authority, D-2015-002 CP-1. An
application to approve the new 0.6 mgdNew Egypt WWTP and its
discharge and to incorporatethe WWTP and its discharge into the
ComprehensivePlan. The WWTP will consist of an MBR treatmentsystem
with equalization, screening, UV light disinfectionand reaeration.
The WWTP will discharge to the nontidalportion of Crosswicks Creek
at River Mile 128.5—21.3(Delaware River—Crosswicks Creek) in New
Egypt Town-ship, Ocean County, NJ.
39. The Chemours Company, FC, LLC, D-2015-003-1.An application
to approve a withdrawal up to 345 mgm ofsurface water from existing
Intake No. 89-0019 for indus-trial processes and cooling purposes
at the existing EdgeMoor facility. The docket also approves a
transfer ofownership from DuPont to Chemours, which will becomean
independent company on or about July 1, 2015. Thedocket holder
operates its surface water withdrawalunder Commission Certificate
of Entitlement No. 179.The Certificate of Entitlement will be
terminated uponthe anticipated change in ownership. The project
intake islocated in Water Quality Zone 5 of the Delaware River
inNew Castle County, DE.
Public meeting. The public meeting on June 10, 2015,will begin
at 1:30 p.m. and will include: adoption of theminutes of the
Commission’s March 11, 2015, businessmeeting; announcements of
upcoming meetings andevents; a report on hydrologic conditions;
reports by theExecutive Director and the Commission’s General
Coun-sel; and consideration of any items for which a hearinghas
been completed or is not required. The latter areexpected to
include resolutions for the minutes: (1) pro-viding for election of
Commission officers; and (2) amend-ing the Commission employee
salary schedule.
There will be no opportunity for additional publiccomment at the
June 10, 2015, business meeting on itemsfor which a hearing was
completed on June 9, 2015, or aprevious date. Commission
consideration of items forwhich the public hearing is closed may
result in eitherapproval of the item (by docket or resolution) as
proposed,approval with changes, denial or deferral. When
theCommissioners defer an action, they may announce anadditional
period for written comment on the item, withor without an
additional hearing date, or they may takeadditional time to
consider the input they have alreadyreceived without requesting
further public input. Anydeferred items will be considered for
action at a publicmeeting of the Commission on a future date.
Advance sign-up for oral comment. Individuals whowish to comment
for the record on a hearing item or toaddress the Commissioners
informally during the publicdialogue portion of the meeting on June
9, 2015, areasked to sign up in advance by contacting Paula
Schmittof the Commission staff, (609) 883-9500, Ext.
224,paula.schmitt@drbc.state.nj.us.
Addresses for written comment. Written comment onitems scheduled
for hearing may be delivered by hand atthe public hearing or
submitted in advance of the hearingdate to the Commission
Secretary, P. O. Box 7360, 25State Police Drive, West Trenton, NJ
08628, fax (609)883-9522, paula.schmitt@drbc.state.nj.us. If
submitted bye-mail in advance of the hearing date, written
commentson a docket should be sent to William J. Muszynski,
PE,Branch Manager, Water Resources
Management,william.muszynski@drbc.state.nj.us.
Accommodations for special needs. Individuals in needof an
accommodation as provided for in the Americanswith Disabilities Act
who wish to attend the informationalmeeting or hearing should
contact the Commission Secre-tary at (609) 883-9500, Ext. 203, or
through the Telecom-munications Relay Services (TRS) at 711 to
discuss howthe Commission can accommodate their needs.
Updates. Items scheduled for hearing are occasionallypostponed
to allow more time for the Commission toconsider them. Other
meeting items also are subject tochange. Check the Commission’s web
site at www.drbc.netcloser to the meeting date for changes that may
be madeafter the deadline for filing this notice.
PAMELA M. BUSH, Esq.,Secretary
[Pa.B. Doc. No. 15-953. Filed for public inspection May 22,
2015, 9:00 a.m.]
(Editor’s Note: Pa.B. Doc. No. 15-954 intentionally
notused.)
DEPARTMENT OFAGRICULTURE
Fertilizer Nutrient Values
The Secretary of Agriculture, under the authority of 3Pa.C.S. §
6710 (relating to commercial value), establishesthe commercial
values per pound of nitrogen, availablephosphate and soluble
potash.
The values are established as follows:Nitrogen $0.54 per
poundAvailable phosphate $0.49 per poundSoluble potash $0.43 per
pound
Further Information
Further information is available by contacting DavidDressler,
Agronomic Program Specialist, Bureau of PlantIndustry, Department
of Agriculture, 2301 North Cam-eron Street, Harrisburg, PA
17110-9408, (717) 772-5215.
Effective Date
These commercial values are effective beginning July 1,2015, and
shall remain effective until further notice.
RUSSELL C. REDDING,Secretary
[Pa.B. Doc. No. 15-955. Filed for public inspection May 22,
2015, 9:00 a.m.]
2484 NOTICES
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NOTICES 2485
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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DEPARTMENT OF BANKING AND SECURITIESActions on Applications
The Department of Banking and Securities (Department), under the
authority contained in the act of November 30,1965 (P. L. 847, No.
356), known as the Banking Code of 1965; the act of May 15, 1933
(P. L. 565, No. 111), known as theDepartment of Banking Code; and
the act of December 19, 1990 (P. L. 834, No. 198), known as the
Credit Union Code,has taken the following action on applications
received for the week ending May 12, 2015.
Under section 503.E of the Department of Banking and Securities
Code (71 P. S. § 733-503.E), any person wishing tocomment on the
following applications, with the exception of branch applications,
may file their comments in writing withthe Department of Banking
and Securities, Corporate Applications Division, 17 North Second
Street, Suite 1300,Harrisburg, PA 17101-2290. Comments must be
received no later than 30 days from the date notice regarding
receipt ofthe application is published in the Pennsylvania
Bulletin. The nonconfidential portions of the applications are on
file atthe Department and are available for public inspection, by
appointment only, during regular business hours. To schedulean
appointment, contact the Corporate Applications Division at (717)
783-2253. Photocopies of the nonconfidentialportions of the
applications may be requested consistent with the Department’s
Right-to-Know Law Records Requestpolicy.
BANKING INSTITUTIONSConsolidations, Mergers and Absorptions
Date Name and Location of Applicant Action5-8-2015 S&T
Bank
IndianaIndiana County
Effective
Merger of Integrity Bank, Camp Hill, with and into S&T Bank,
Indiana.All branch offices of Integrity Bank will become branch
offices of S&T Bank including theformer main office of
Integrity Bank located at:
3345 Market StreetCamp HillCumberland County
Branch ApplicationsDe Novo Branches
Date Name and Location of Applicant Location of Branch
Action5-1-2015 ACNB Bank
GettysburgAdams County
915 Wayne AvenueChambersburgFranklin County
Opened
5-5-2014 The Scottdale Bank & Trust
CompanyScottdaleWestmoreland County
632 West Main StreetMount PleasantWestmoreland County
Opened
5-6-2015 The Bryn Mawr Trust CompanyBryn MawrMontgomery
County
20 Montchanin RoadGreenvilleNew Castle County, DE
Approved
5-6-2015 The Bryn Mawr Trust CompanyBryn MawrMontgomery
County
One West Chocolate AvenueHersheyDauphin County
Approved
5-6-2015 Somerset Trust CompanySomersetSomerset County
450 Schoolhouse RoadJohnstownCambria County
Approved
CREDIT UNIONSArticles of Amendment
Date Name and Location of Institution Action5-12-2015 Community
Regional Credit Union
KingstonLuzerne County
Filed
Amendment to Article 1 of the institution’s Articles of
Incorporation provides for the creditunion to be located in Luzerne
County.
The Department’s web site at www.dobs.pa.gov includes public
notices for more recently filed applications.ROBIN L.
WIESSMANN,
Acting Secretary[Pa.B. Doc. No. 15-956. Filed for public
inspection May 22, 2015, 9:00 a.m.]
2486 NOTICES
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-
DEPARTMENT OFCONSERVATION AND
NATURAL RESOURCESConservation and Natural Resources Advisory
Council Meeting
The Conservation and Natural Resources AdvisoryCouncil to the
Department of Conservation and NaturalResources (Department) will
hold a meeting on Wednes-day, May 27, 2015, at 10 a.m. in Room 105,
Lobby Level,Rachel Carson State Office Building, 400 Market
Street,Harrisburg, PA 17101.
Questions concerning this meeting or agenda items canbe directed
to Gretchen Leslie at (717) 787-9293. Personswho wish to
participate during the public commentsection are encouraged to
submit their comments inwriting to Gretchen Leslie, Advisor,
Conservation andNatural Resources Advisory Council, 400 Market
Street,Harrisburg, PA 17101.
Persons in need of accommodations as provided for inthe
Americans with Disabilities Act of 1990 should con-tact Danna Koren
at (717) 783-5878 or through thePennsylvania AT&T Relay Service
at (800) 654-5984(TDD) to discuss how the Department may
accommodatetheir needs.
CINDY ADAMS DUNN,Acting Secretary
[Pa.B. Doc. No. 15-957. Filed for public inspection May 22,
2015, 9:00 a.m.]
DEPARTMENT OF DRUGAND ALCOHOL PROGRAMSPennsylvania Advisory
Council on Drug and Alco-
hol Abuse Meeting
The Pennsylvania Advisory Council on Drug and Alco-hol Abuse
(Council) will hold a public meeting on June15, 2015, from 1 p.m.
to 3:30 p.m. The meeting will beheld at the Child Welfare Resource
Center, 403 EastWinding Hill Way, Mechanicsburg, PA 17055, (717)
795-9048. The meeting is open to the public. For
additionalinformation, visit the Department of Drug and
AlcoholPrograms’ (Department) web site at www.ddap.pa.gov.
The primary focus of this Council meeting is for theCouncil
members to meet to discuss current drug andalcohol issues and
challenges facing this Commonwealthand to serve in an advisory
capacity to the Departmenton these issues.
For additional information visit the Department’s previ-ously
listed web site or contact Ann Catalano, (717)214-1937.
Persons with disabilities who wish to attend the meet-ing and
requiring an auxiliary aid, service or otheraccommodation should
contact Ann Catalano at (717)214-1937.
This meeting is subject to cancellation without notice.GAROLD E.
TENNIS, Esq.,
Secretary[Pa.B. Doc. No. 15-958. Filed for public inspection May
22, 2015, 9:00 a.m.]
DEPARTMENT OF ENVIRONMENTAL PROTECTIONApplications, Actions and
Special Notices
APPLICATIONS
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER
ACTAPPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATIONSYSTEM
(NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM)
PERMITSThis notice provides information about persons who have
applied for a new, amended or renewed NPDES or WQM
permit, a permit waiver for certain stormwater discharges or
submitted a Notice of Intent (NOI) for coverage under aGeneral
Permit. The applications concern, but are not limited to,
discharges regarding industrial, animal or sewagewaste, discharges
to groundwater, discharges associated with municipal separate storm
sewer systems (MS4), stormwaterassociated with construction
activities or concentrated animal feeding operations (CAFO). This
notice is provided inaccordance with 25 Pa. Code Chapters 91 and
92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.
S.§§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A.
§§ 1251—1376).Location Permit Authority Application Type or
CategorySection I NPDES RenewalsSection II NPDES New or
AmendmentSection III WQM Industrial, Sewage or Animal Waste;
Discharge into GroundwaterSection IV NPDES MS4 Individual
PermitSection V NPDES MS4 Permit WaiverSection VI NPDES Individual
Permit Stormwater ConstructionSection VII NPDES NOI for Coverage
under NPDES General Permits
For NPDES renewal applications in Section I, the Department of
Environmental Protection (Department) has made atentative
determination to reissue these permits for 5 years subject to
effluent limitations and monitoring and reportingrequirements in
their current permits, with appropriate and necessary updated
requirements to reflect new and changedregulations and other
requirements.
NOTICES 2487
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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For applications for new NPDES permits and renewal applications
with major changes in Section II, as well asapplications for MS4
Individual Permits and Individual Stormwater Construction Permits
in Sections IV and VI, theDepartment, based upon preliminary
reviews, has made tentative determinations of proposed effluent
limitations andother terms and conditions for the permit
applications. In accordance with 25 Pa. Code § 92a.32(d), the
proposeddischarge of stormwater associated with construction
activities will be managed in accordance with the requirements of25
Pa. Code Chapter 102. These determinations are published as
proposed actions for comments prior to taking finalactions.
Unless indicated otherwise, the United States Environmental
Protection Agency (EPA) Region III Administrator haswaived the
right to review or object to proposed NPDES permit actions under
the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on NPDES applications are invited to
submit statements to the contact office noted beforethe application
within 30 days from the date of this public notice. Persons wishing
to comment on WQM permitapplications are invited to submit
statements to the office noted before the application within 15
days from the date ofthis public notice. Comments received within
the respective comment periods will be considered in the
finaldeterminations regarding the applications. A comment submittal
should include the name, address and telephone numberof the writer
and a concise statement to inform the Department of the exact basis
of a comment and the relevant factsupon which it is based.
The Department will also accept requests for public hearings on
applications. A public hearing may be held if theresponsible office
considers the public response significant. If a hearing is
scheduled, a notice of the hearing will bepublished in the
Pennsylvania Bulletin and a newspaper of general circulation within
the relevant geographical area. TheDepartment will postpone its
final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service,
including TDD users, or other accommodations to seekadditional
information should contact the Department through the Pennsylvania
AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Southeast Region: Clean Water Program Manager, 2 East Main
Street, Norristown, PA 19401. Phone: 484.250.5970NPDES
No.(Type)
Facility Name &Address
County &Municipality
Stream Name(Watershed No.)
EPA WaivedY/N?
PA0058297(Sewage)
Wolanin SRSTP331 Echo Valley LaneNewtown Square, PA 19073
Delaware CountyNewtown Township
Unnamed Tributary toLewis Run(3-G)
Y
Northeast Region: Clean Water Program Manager, 2 Public Square,
Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.NPDES
No.(Type)
Facility Name &Address
County &Municipality
Stream Name(Watershed No.)
EPA WaivedY/N?
PA0064271(Sewage)
Matthew and Christie Wieder SRSTP4926 Main Road WestEmmaus, PA
18049
Lehigh CountyUpper MilfordTownship
UNT to Leibert Creek(02C)
Y
Southcentral Region: Clean Water Program Manager, 909 Elmerton
Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.NPDES
No.(Type)
Facility Name &Address
County &Municipality
Stream Name(Watershed #)
EPA WaivedY/N?
PA0247804(IW)
PMP Investments LLC44 Denver RoadPO Box 300Denver, PA
17517-9334
Lancaster County/East CocalicoTownship
Stony Run/7-J Y
PA0070050(IW)
Reading Alloys, Inc.PO Box 53Robesonia, PA 19551
Berks County/South HeidelbergTownship
UNT to Spring Creek/3-C Y
PAS803505(SW)
HPT-PSC Properties TrustPetro Stopping Center—Carlisle24601
Center Ridge RoadWest Lake, OH 44145
Cumberland County/Middlesex Township
Letort Spring Run/7-B Y
Southwest Regional Office: Regional Clean Water Program Manager,
400 Waterfront Drive, Pittsburgh, PA 15222-4745,412.442.4000NPDES
No.(Type)
Facility Name &Address
County &Municipality
Stream Name(Watershed No.)
EPA WaivedY/N?
PA0025755(Sewage)
Freeport Borough STPFreeport Borough414 Market StreetFreeport,
PA 16229
Armstrong CountyFreeport Borough
Buffalo Creek(18-F)
Y
2488 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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Northwest Region: Clean Water Program Manager, 230 Chestnut
Street, Meadville, PA 16335-3481NPDES No.(Type)
Facility Name &Address
County &Municipality
Stream Name(Watershed#)
EPA WaivedY/N?
PA0035556(Sewage)
PA Dot—Rest Area 16I-79 SouthGrove City, PA 16127
Lawrence CountyPlain GroveTownship
Un-named tributary ofJamison Run(20-C)
Y
II. Applications for New or Expanded Facility Permits, Renewal
of Major Permits and EPA Non-WaivedPermit Applications
Southwest Regional Office: Regional Clean Water Program Manager,
400 Waterfront Drive, Pittsburgh, PA 15222-4745,412.442.4000
PA0025844, , SIC Code 9651, U.S. Department of Health and Human
Services, Centers for Disease Control andPrevention, National
Institute of Occupational Safety and Health, P. O. Box 18070,
Pittsburgh, PA 15236. Facility Name:Bruceton Research Center. This
existing facility is located in South Park Township, Allegheny
County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
industrial waste, treated abandoned mine drainage and untreated
stormwater runoff.
The receiving stream(s), Lick Run and McElheny run are located
in State Water Plan watershed 19-C and is classifiedfor Trout
Stocking, aquatic life, water supply and recreation. The discharge
is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.000000 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) XXX Report XXX XXX XXX XXXpH (S.U.) XXX XXX XXX XXX
Report XXXBOD5 XXX XXX XXX XXX Report XXXTotal Suspended Solids XXX
XXX XXX XXX Report XXXOil and Grease XXX XXX XXX XXX Report
XXXTotal Aluminum XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Manganese
XXX XXX XXX XXX Report XXXTotal Mercury XXX XXX XXX XXX Report
XXX
The proposed effluent limits for Outfall 101 are based on a
design flow of 0.000037 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX 9.0 XXXTotal Suspended Solids XXX XXX XXX 35 70 XXXTotal
Aluminum XXX XXX XXX Report Report XXXTotal Iron XXX XXX XXX 3.5
7.0 XXXTotal Manganese XXX XXX XXX 2.0 4.0 XXX
The proposed effluent limits for Outfall 002 are based on a
design flow of 0.000000 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) XXX Report XXX XXX XXX XXXpH (S.U.) XXX XXX XXX XXX
Report XXXBOD5 XXX XXX XXX XXX Report XXXTotal Suspended Solids XXX
XXX XXX XXX Report XXXOil and Grease XXX XXX XXX XXX Report
XXXTotal Aluminum XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Manganese
XXX XXX XXX XXX Report XXXTotal Mercury XXX XXX XXX XXX Report
XXX
NOTICES 2489
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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The proposed effluent limits for Outfall 005 are based on a
design flow of 0.000505 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Total Suspended Solids XXX XXX XXX 30 60 XXXTotal
Aluminum XXX XXX XXX 0.75 0.75 XXXTotal Antimony XXX XXX XXX 0.011
0.018 XXXTotal Arsenic XXX XXX XXX 0.02 0.032 XXXTotal Cadmium XXX
XXX XXX 0.00055 0.00086 XXXHexavalent Chromium XXX XXX XXX 0.021
0.033 XXXTotal Cobalt XXX XXX XXX 0.04 0.06 XXXTotal Copper XXX XXX
XXX 0.018 0.029 XXXTotal Iron XXX XXX XXX 1.5 3.0 XXXTotal Lead XXX
XXX XXX 0.0065 0.01 XXXTotal Manganese XXX XXX XXX 2.0 3.2 XXXTotal
Mercury XXX XXX XXX 0.0001 0.00016 XXXTotal Nickel XXX XXX XXX
0.1065 0.166 XXXTotal Selenium XXX XXX XXX 0.01 0.016 XXXTotal
Silver XXX XXX XXX 0.005 0.008 XXXTotal Thallium XXX XXX XXX 0.0005
0.0008 XXXTotal Zinc XXX XXX XXX 0.157 0.245 XXXTotal Dissolved
Solids XXX XXX XXX Report Report XXX
The permittee is authorized to discharge non-polluting
stormwater from its site through Outfalls 003, 004, SW-2, SW-4,SW-5
& SW-6.
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at412-442-4000.
The EPA Waiver is not in effect.
Southeast Region: Clean Water Program Manager, 2 East Main
Street, Norristown, PA 19401. Telephone 484-250-5970
PA0024121 A-2, Sewage, SIC Code 4941, 4952, Aqua Pennsylvania
Wastewater Inc., 762 West Lancaster Avenue,Bryn Mawr, PA
19010-3489. Facility Name: Aqua PA Media STP. This existing
facility is located in Upper ProvidenceTownship, Delaware
County.
Description of Existing Activity: The application is for NPDES
permit for an existing discharge of treated Sewage.
The receiving stream(s), Ridley Creek, is located in State Water
Plan watershed 3-G and is classified for Trout Stockingand
Migratory Fishes, aquatic life, water supply and recreation. The
discharge is not expected to affect public watersupplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 1.8 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
WeeklyAverage
Instant.Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report ReportDaily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0
XXX XXX XXXTotal Residual Chlorine XXX XXX XXX 0.3 XXX 1.0CBOD5
Raw Sewage Influent Report XXX XXX Report XXX XXXMay 1 - Oct 31
225 375 XXX 15 25 30Nov 1 - Apr 30 375 600 XXX 25 40 50
BOD5Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Suspended SolidsRaw Sewage Influent Report XXX XXX Report
XXX XXX
Total Suspended Solids 450 675 XXX 30 45 60Total Dissolved
Solids XXX XXX XXX Report
Daily MaxXXX XXX
Fecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 200Geo Mean
XXX 1,000*
2490 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
WeeklyAverage
Instant.Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Total Nitrogen XXX XXX XXX Report XXX XXXAmmonia-Nitrogen
May 1 - Oct 31 30 XXX XXX 2.0 XXX 4.0Nov 1 - Apr 30 90 XXX XXX
6.0 XXX 12.0
Total Phosphorus XXX XXX XXX Report XXX XXXTotal Copper
(Interim) XXX XXX XXX Report XXX Report(Final) 1.59 XXX XXX
0.106 XXX 0.212
*Shall not exceed in more than 10% of samples.The proposed
effluent limits for Outfalls 002 and 003 are based on an average
flow of stormwater.
Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXCBOD5 XXX XXX XXX XXX Report
XXXChemical Oxygen Demand XXX XXX XXX XXX Report XXXTotal Suspended
Solids XXX XXX XXX XXX Report XXXOil and Grease XXX XXX XXX XXX
Report XXXFecal Coliform (CFU/100 ml) XXX XXX XXX XXX Report
XXXTotal Kjeldahl Nitrogen XXX XXX XXX XXX Report XXXTotal
Phosphorus XXX XXX XXX XXX Report XXXDissolved Iron XXX XXX XXX XXX
Report XXX
In addition, the permit contains the following major special
conditions:
A. No Stormwater
B. Acquire Necessary Property Rights
C. Proper Sludge Disposal
D. Chlorine Minimization
E. Operator Notification
F. WETT at Renewal
G. TMDL/WLA Analysis
H. Fecal Coliform Reporting
I. Stormwater Condition
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at484-250-5910.
The EPA Waiver is not in effect.
PA0244759, SEW, SIC Code 8811, Woodman Therese H, 2564 Crum
Creek Road, Berwyn, PA 19312. Facility Name:Woodman SRSTP. This
proposed facility is located in Easttown Township, Chester
County.
Description of Proposed Activity: The application is for a new
NPDES permit for a new discharge of treated sewagefrom Woodman
SRSTP.
The receiving stream(s), Unnamed Tributary to Crum Creek, is
located in State Water Plan watershed 3-G and isclassified for High
Quality Waters—Cold Water Fishes and, aquatic life, water supply
and recreation. The discharge is notexpected to affect public water
supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.0005 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly Minimum Average
DailyMaximum
Instant.Maximum
Flow (MGD) Report XXX XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0 XXX
XXX 9.0Dissolved Oxygen XXX XXX 6.0 XXX XXX XXXBOD5 XXX XXX XXX 10
XXX 20Total Suspended Solids XXX XXX XXX 10
Avg MoXXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200Geo Mean
XXX XXX
UV Transmittance (%) XXX XXX Report XXX XXX XXXTotal Nitrogen
XXX XXX XXX XXX Report XXX
NOTICES 2491
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly Minimum Average
DailyMaximum
Instant.Maximum
Ammonia-Nitrogen XXX XXX XXX 3.0 XXX 6.0Total Phosphorus XXX XXX
XXX XXX Report XXX
In addition, the permit contains the following major special
conditions:
A. AMR Submittal
B. DMR Submittal
C. Depth of Septage and Scum Measurements
D. Solids Removal
E. No Storm Water
F. Property Rights
G. Sludge Removal
H. ACT 537
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at484-250-5910.
The EPA Waiver is in effect.
PA0244732, SEW, SIC Code 8811, Huber Mark, 1305 Yellow Springs
Road, Chester Springs, PA 19425. Facility Name:Huber Residence.
This proposed facility is located in East Pikeland Township,
Chester County.
Description of Proposed Activity: The application is for a new
NPDES permit for a new discharge of treated sewagefrom Huber
SRSTP.
The receiving stream(s), Pine Creek, is located in State Water
Plan watershed 3-D and is classified for High QualityWaters—Trout
Stocking and Mi, aquatic life, water supply and recreation. The
discharge is not expected to affect publicwater supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.0005 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) Report XXX XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0 XXX
XXX 9.0Dissolved Oxygen XXX XXX 6.0 XXX XXX XXXBOD5 XXX XXX XXX 10
XXX 20Total Suspended Solids XXX XXX XXX 10 XXX 20Fecal Coliform
(CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX XXX
Total Nitrogen XXX XXX XXX XXX Report XXXAmmonia-Nitrogen XXX
XXX XXX 3.0 6.0 XXXTotal Phosphorus XXX XXX XXX XXX Report XXXUV
Transmittance (%) XXX XXX Report XXX XXX XXX
In addition, the permit contains the following major special
conditions:
A. AMR Submittal
B. DMR Submittal
C. Depth of Septage and Scum Measurements
D. Solids Removal
E. No Storm Water
F. Property Rights
G. Sludge Removal
H. ACT 537
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at484-250-5910.
The EPA Waiver is in effect.
2492 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
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Southcentral Region: Clean Water Program Manager, 909 Elmerton
Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.PA0020826,
Sewage, SIC Code 4952, Dover Township, 2480 West Canal Road, Dover,
PA 17315. Facility Name:
Dover Township STP. This existing facility is located in Dover
Township, York County.Description of Existing Activity: The
application is for a renewal of an NPDES permit for an existing
discharge of
treated Sewage.The receiving stream(s), Little Conewago Creek,
is located in State Water Plan watershed 7-F and is classified for
Trout
Stocking, aquatic life, water supply and recreation. The
discharge is not expected to affect public water supplies.The
proposed effluent limits for Outfall 001 are based on a design flow
of 8.0 MGDs.
Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXUV Transmittance
(%) XXX XXX Report XXX XXX XXXCBOD5
May 1 - Oct 31 667 1,000Wkly Avg
XXX 10 15 20
Nov 1 - Apr 30 1,334 2,000Wkly Avg
XXX 20 30 40
BOD5Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 2,000 3,000Wkly Avg
XXX 30 45 60
Total Suspended SolidsRaw Sewage Influent Report Report XXX
Report XXX XXX
Fecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-NitrogenMay 1 - Oct 31 100 XXX XXX 1.5 XXX 3.0Nov 1 -
Apr 30 300 XXX XXX 4.5 XXX 9.0
Total Phosphorus 133 XXX XXX 2.0 XXX
4.0Bis(2-Ethylhexyl)Phthalate
(Interim) Report Report XXX Report ReportDaily Max
XXX
(Final) 0.127 0.193 XXX 0.0019 0.0029DailyMax
XXX
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report XXX Report XXXKjeldahl—N Report XXX XXX
Report XXXNitrate-Nitrite as N Report XXX XXX Report XXXTotal
Nitrogen Report Report XXX Report XXXTotal Phosphorus Report Report
XXX Report XXXNet Total Nitrogen Report 146,117 XXX XXX XXXNet
Total Phosphorus Report 19,482 XXX XXX XXX
* This permit contains conditions which authorize the permittee
to apply nutrient reduction credits to meet the NetTotal Nitrogen
and the Net Total Phosphorus effluent mass limits, under the
Department’s Chapter 96 regulations. Thecondition includes the
requirement to report the application of these credits in
Supplemental Discharge MonitoringReports (DMRs) submitted to the
Department.
In addition, the permit contains the following major special
conditions:
• Pretreatment Program Implementation• Toxics Reduction
Evaluation (TRE) Requirements• Whole Effluent Toxicity
RequirementsYou may make an appointment to review the DEP files on
this case by calling the File Review Coordinator at
717-705-4732.
The EPA Waiver is not in effect.
NOTICES 2493
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
PA0081876, Sewage, SIC Code 4952, 6515, Audubon Park Inc., 322 S
Hanover Street, Carlisle, PA 17013. FacilityName: Audubon Park MHP.
This existing facility is located in Monaghan Township, York
County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream(s), Unnamed Tributary to Yellow Breeches
Creek, is located in State Water Plan watershed 7-Eand is
classified for Cold Water Fishes, aquatic life, water supply and
recreation. The discharge is not expected to affectpublic water
supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.015 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXTotal Residual
Chlorine XXX XXX XXX 0.5 XXX 1.6CBOD5 XXX XXX XXX 10 XXX 20Total
Suspended Solids XXX XXX XXX 10 XXX 20Fecal Coliform (CFU/100
ml)
May 1 - Sep 30 XXX XXX XXX 200Geo Mean
XXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXXTotal Nitrogen
Report Report
Total AnnualXXX Report XXX XXX
Ammonia-NitrogenMay 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0Nov 1 -
Apr 30 XXX XXX XXX 9.0 XXX 18
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXXTotal
Phosphorus XXX XXX XXX 2.0 XXX 4.0Total Phosphorus Report
Report
Total AnnualXXX Report XXX XXX
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at717-705-4732.
The EPA Waiver is in effect.
PA0260118, Sewage, SIC Code 6515, Chesapeake Estates of New
Oxford LLLP, 585 Martin Road, Gettysburg, PA17325. Facility Name:
Chesapeake Estates of New Oxford MHP STP. This existing facility is
located in Mount PleasantTownship, Adams County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream, South Branch Conewago Creek, is located in
State Water Plan watershed 7-F and is classified forWarm Water
Fishes, aquatic life, water supply and recreation. The discharge is
not expected to affect public watersupplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.062328 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXCBOD5 XXX XXX
XXX 25 XXX 50Total Suspended Solids XXX XXX XXX 30 XXX 60Fecal
Coliform (CFU/100 ml)
May 1 - Sep 30 XXX XXX XXX 200Geo Mean
XXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Total Residual Chlorine XXX XXX XXX 0.50 XXX
1.63Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
2494 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report XXX Report XXXKjeldahl—N Report XXX XXX
Report XXXNitrate-Nitrite as N Report XXX XXX Report XXXTotal
Nitrogen Report Report XXX Report XXXTotal Phosphorus Report Report
XXX Report XXXNet Total Nitrogen Report 1,339 XXX XXX XXXNet Total
Phosphorus Report 243 XXX XXX XXX
* This permit contains conditions which authorize the permittee
to apply nutrient reduction credits to meet the NetTotal Nitrogen
and the Net Total Phosphorus effluent mass limits, under the
Department’s Chapter 96 regulations. Thecondition includes the
requirement to report the application of these credits in
Supplemental Discharge MonitoringReports (DMRs) submitted to the
Department.
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at717-705-4732.
The EPA Waiver is not in effect.
PA0086304, Sewage, SIC Code 4952, Earl Township Sewer Authority,
517 North Railroad Avenue, New Holland, PA17557. Facility Name:
Earl Township Sewer Authority WWTP. This existing facility is
located in Earl Township,Lancaster County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream, Mill Creek, is located in State Water Plan
watershed 7-J and is classified for Warm Water Fishesand Migratory
Fishes, aquatic life, water supply and recreation. The discharge is
not expected to affect public watersupplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.280 (for interim limits) and 0.650 MGD (forfinal
limits).
Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXUV Transmittance
(%)
(Final) XXX XXX Report Report XXX XXXBOD5
Raw Sewage Influent Report Report XXX Report XXX XXXTotal
Suspended Solids
Raw Sewage Influent Report Report XXX Report XXX XXXCBOD5
(Interim) 58 93Wkly Avg
XXX 25 40 50
(Final) 136 217Wkly Avg
XXX 25 40 50
Total Suspended Solids(Interim) 70 105
Wkly AvgXXX 30 45 60
(Final) 163 244Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-NitrogenMay 1 - Oct 31 (Interim) 8.2 XXX XXX 3.5 XXX
7.0Nov 1 - Apr 30 (Interim) 25 XXX XXX 10.5 XXX 21May 1 - Oct 31
(Final) 19 XXX XXX 3.5 XXX 7.0Nov 1 - Apr 30 (Final) 57 XXX XXX
10.5 XXX 21
Total Phosphorus(Interim) 4.7 XXX XXX 2.0 XXX 4.0(Final) 11 XXX
XXX 2.0 XXX 4.0
NOTICES 2495
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report XXX Report XXXKjeldahl—N Report XXX XXX
Report XXXNitrate-Nitrite as N Report XXX XXX Report XXXTotal
Nitrogen Report Report XXX Report XXXTotal Phosphorus Report Report
XXX Report XXXNet Total Nitrogen (Final) Report 7,306 XXX XXX
XXXNet Total Phosphorus (Final) Report 974 XXX XXX XXX
* This permit contains conditions which authorize the permittee
to apply nutrient reduction credits to meet the NetTotal Nitrogen
and the Net Total Phosphorus effluent mass limits, under the
Department’s Chapter 96 regulations. Thecondition includes the
requirement to report the application of these credits in
Supplemental Discharge MonitoringReports (DMRs) submitted to the
Department.
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at717-705-4732.
The EPA waiver is not in effect.
PA0046680, Industrial Waste, SIC Code 4953, 562212, Republic
Services of PA, LLC, 4400 Mt. Pisgah Road, York,PA 17406. Facility
Name: Modern Landfill. This existing facility is located in Windsor
Township and Lower WindsorTownship, York County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Industrial Waste.
The receiving stream, Kreutz Creek and Unnamed Tributary to
Kreutz Creek, is located in State Water Plan watershed7-I and is
classified for Warm Water Fishes and Migratory Fishes, aquatic
life, water supply and recreation. Thedischarge is not expected to
affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.5 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXTotal Residual
Chlorine XXX XXX 0.25
Avg MoReport
Daily MaxXXX 0.81
CBOD5 41.7 83.4 XXX 10 20 25Total Suspended Solids 41.7 83.4 XXX
10 20 25Osmotic Pressure (mOs/kg) XXX XXX XXX 129 183 322Fecal
Coliform (CFU/100 ml)
May 1 - Sep 30 XXX XXX XXX 200Geo Mean
XXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-NitrogenMay 1 - Oct 31 4.17 8.34 XXX 1.0 2.0 2.5Nov 1 -
Apr 30 12.5 25.0 XXX 3.0 6.0 7.5
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0Total Boron 17.2 23.0
XXX 4.12 5.52 10.3Total Copper XXX XXX XXX Report Report XXXTotal
Lead XXX XXX XXX Report Report XXXTotal Zinc 0.344 0.416 XXX 0.0825
0.0998 0.206Phenol 0.0289 0.0377 XXX 0.00692 0.00903
0.0173a-Terpineol 0.0128 0.0264 XXX 0.00307 0.00634 0.00767Benzoic
Acid 0.0567 0.0959 XXX 0.0136 0.0230
0.0340Bis(2-Ethylhexyl)Phthalate 0.062 0.106 XXX 0.0149 0.0253
0.0372p-Cresol 0.0112 0.0200 XXX 0.00269 0.00480
0.00672Tetrachloroethylene XXX XXX XXX Report Report XXX
2496 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
The proposed effluent limits for Outfall 002 are based on a
design flow of 0.0 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXBOD5 XXX XXX XXX XXX Report
XXXTotal Suspended Solids XXX XXX XXX XXX Report XXXTotal Dissolved
Solids XXX XXX XXX XXX Report XXXAmmonia-Nitrogen XXX XXX XXX XXX
Report XXXTotal Antimony XXX XXX XXX XXX Report XXXTotal Boron XXX
XXX XXX XXX Report XXXHexavalent Chromium XXX XXX XXX XXX Report
XXXTotal Copper XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Magnesium
XXX XXX XXX XXX Report XXXTotal Nickel XXX XXX XXX XXX Report
XXXTotal Zinc XXX XXX XXX XXX Report XXXTotal Nitrogen XXX XXX XXX
XXX Report XXX
The proposed effluent limits for Outfall 003 are based on a
design flow of 0.0 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXBOD5 XXX XXX XXX XXX Report
XXXTotal Suspended Solids XXX XXX XXX XXX Report XXXTotal Dissolved
Solids XXX XXX XXX XXX Report XXXAmmonia-Nitrogen XXX XXX XXX XXX
Report XXXTotal Antimony XXX XXX XXX XXX Report XXXTotal Boron XXX
XXX XXX XXX Report XXXHexavalent Chromium XXX XXX XXX XXX Report
XXXTotal Copper XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Magnesium
XXX XXX XXX XXX Report XXXTotal Nickel XXX XXX XXX XXX Report
XXXTotal Zinc XXX XXX XXX XXX Report XXXTotal Nitrogen XXX XXX XXX
XXX Report XXX
The proposed effluent limits for Outfall 004 are based on a
design flow of 0.0 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXBOD5 XXX XXX XXX XXX Report
XXXTotal Suspended Solids XXX XXX XXX XXX Report XXXTotal Dissolved
Solids XXX XXX XXX XXX Report XXXAmmonia-Nitrogen XXX XXX XXX XXX
Report XXXTotal Antimony XXX XXX XXX XXX Report XXXTotal Boron XXX
XXX XXX XXX Report XXXHexavalent Chromium XXX XXX XXX XXX Report
XXXTotal Copper XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Magnesium
XXX XXX XXX XXX Report XXXTotal Nickel XXX XXX XXX XXX Report
XXXTotal Zinc XXX XXX XXX XXX Report XXXTotal Nitrogen XXX XXX XXX
XXX Report XXX
The proposed effluent limits for Outfall 005 are based on a
design flow of 0.0 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXBOD5 XXX XXX XXX XXX Report
XXXTotal Suspended Solids XXX XXX XXX XXX Report XXXTotal Dissolved
Solids XXX XXX XXX XXX Report XXX
NOTICES 2497
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Ammonia-Nitrogen XXX XXX XXX XXX Report XXXTotal Antimony XXX
XXX XXX XXX Report XXXTotal Boron XXX XXX XXX XXX Report
XXXHexavalent Chromium XXX XXX XXX XXX Report XXXTotal Copper XXX
XXX XXX XXX Report XXXTotal Iron XXX XXX XXX XXX Report XXXTotal
Lead XXX XXX XXX XXX Report XXXTotal Magnesium XXX XXX XXX XXX
Report XXXTotal Nickel XXX XXX XXX XXX Report XXXTotal Zinc XXX XXX
XXX XXX Report XXXPhenol XXX XXX XXX XXX Report XXXa-Terpineol XXX
XXX XXX XXX Report XXXBenzoic Acid XXX XXX XXX XXX Report
XXXp-Cresol XXX XXX XXX XXX Report XXXTotal Nitrogen XXX XXX XXX
XXX Report XXX
The proposed effluent limits for Outfall 006 are based on a
design flow of 0.0 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
pH (S.U.) XXX XXX XXX XXX Report XXXBOD5 XXX XXX XXX XXX Report
XXXTotal Suspended Solids XXX XXX XXX XXX Report XXXTotal Dissolved
Solids XXX XXX XXX XXX Report XXXAmmonia-Nitrogen XXX XXX XXX XXX
Report XXXTotal Antimony XXX XXX XXX XXX Report XXXTotal Boron XXX
XXX XXX XXX Report XXXHexavalent Chromium XXX XXX XXX XXX Report
XXXTotal Copper XXX XXX XXX XXX Report XXXTotal Iron XXX XXX XXX
XXX Report XXXTotal Lead XXX XXX XXX XXX Report XXXTotal Magnesium
XXX XXX XXX XXX Report XXXTotal Nickel XXX XXX XXX XXX Report
XXXTotal Zinc XXX XXX XXX XXX Report XXXPhenol XXX XXX XXX XXX
Report XXXa-Terpineol XXX XXX XXX XXX Report XXXBenzoic Acid XXX
XXX XXX XXX Report XXXp-Cresol XXX XXX XXX XXX Report XXXTotal
Nitrogen XXX XXX XXX XXX Report XXX
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report XXX Report XXXKjeldahl—N Report XXX XXX
Report XXXNitrate-Nitrite as N Report XXX XXX Report XXXTotal
Nitrogen Report Report XXX Report XXXTotal Phosphorus Report Report
XXX Report XXXNet Total Nitrogen Report 48,803 XXX XXX XXXNet Total
Phosphorus Report 131 XXX XXX XXX
* This permit contains conditions which authorize the permittee
to apply nutrient reduction credits to meet the NetTotal Nitrogen
and the Net Total Phosphorus effluent mass limits, under the
Department’s Chapter 96 regulations. Thecondition includes the
requirement to report the application of these credits in
Supplemental Discharge MonitoringReports (DMRs) submitted to the
Department.
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at717-705-4732.
The EPA Waiver is not in effect.
2498 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
PA0022209, Sewage, SIC Code 4952, Bedford Borough Municipal
Authority, 244 W Penn Street, Bedford, PA15522-1226. Facility Name:
Bedford Borough STP. This existing facility is located in Bedford
Borough, Bedford County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream(s), Raystown Branch Juniata River is
located in State Water Plan watershed 11-C and isclassified for
Trout Stocking, aquatic life, water supply and recreation. The
discharge is not expected to affect publicwater supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 1.5 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX 5.0 XXX XXX XXXCBOD5 250
400
Wkly AvgXXX 20 32 40
BOD5Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended SolidsRaw Sewage Influent Report Report XXX
Report XXX XXX
Total Suspended Solids 375 563Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-NitrogenMay 1 - Oct 31 94 XXX XXX 7.5 XXX 15Nov 1 - Apr
30 Report XXX XXX Report XXX Report
Total Phosphorus 25 XXX XXX 2.0 XXX 4.0Total Copper Report XXX
XXX Report XXX ReportUV Dosage (mjoules/cm2) XXX XXX Report XXX XXX
XXX
The proposed effluent limits for Outfall 002 are based on a
design flow of 0.000000 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report XXX Report XXXKjeldahl—N Report XXX XXX
Report XXXNitrate-Nitrite as N Report XXX XXX Report XXXTotal
Nitrogen Report Report XXX Report XXXTotal Phosphorus Report Report
XXX Report XXXNet Total Nitrogen Report 27,397 XXX XXX XXXNet Total
Phosphorus Report 3,653 XXX XXX XXX
* This permit contains conditions which authorize the permittee
to apply nutrient reduction credits to meet the NetTotal Nitrogen
and the Net Total Phosphorus effluent mass limits, under the
Department’s Chapter 96 regulations. Thecondition includes the
requirement to report the application of these credits in
Supplemental Discharge MonitoringReports (DMRs) submitted to the
Department.
In addition, the permit contains the following major special
conditions:
• The permittee is granted 8000lbs/year Total Nitrogen offsets
to meet the Net Total Nitrogen cap load.• Stormwater Requirements•
CSO Compliance Requirements• WETT RequirementsYou may make an
appointment to review the DEP files on this case by calling the
File Review Coordinator at
717-705-4732.
The EPA Waiver is not in effect.
NOTICES 2499
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
Northcentral Region: Clean Water Program Manager, 208 West Third
Street, Williamsport, PA 17701PA0023248, Sewage, SIC Code 4952,
Berwick Area Joint Sewer Authority, 1108 Freas Avenue, Berwick,
PA
18603-1710. Facility Name: Berwick Municipal Authority WWTP.
This existing facility is located in Berwick Borough,Columbia
County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream(s), Susquehanna River, is located in State
Water Plan watershed 5-D and is classified for WarmWater Fishes,
aquatic life, water supply and recreation. The discharge is not
expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 2.2 MGDs.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX Report XXX XXX XXXTotal
Residual Chlorine XXX XXX XXX 0.5 XXX 1.6CBOD5 459 734
Wkly AvgXXX 25 40 50
BOD5Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 550 826Wkly Avg
XXX 30 45 60
Total Suspended SolidsRaw Sewage Influent Report Report XXX
Report XXX XXX
Fecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-Nitrogen Report XXX XXX Report XXX Report
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report ReportKjeldahl—N Report
ReportNitrate-Nitrite as N Report ReportTotal Nitrogen Report
Report ReportTotal Phosphorus Report Report ReportNet Total
Nitrogen Report 66,848Net Total Phosphorus Report 8,913
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at570-327-3693.
The EPA Waiver is not in effect.
PA0026557, Sewage, SIC Code 4952, Municipal Authority of the
City of Sunbury, 462 South 4th Street, Sunbury,PA 17801-3134.
Facility Name: Sunbury Municipal Authority Wastewater Treatment
Facility. This existing facility islocated in Sunbury City,
Northumberland County.
Description of Existing Activity: The application is for a
renewal of an NPDES permit for an existing discharge oftreated
Sewage.
The receiving stream(s), Shamokin Creek, is located in State
Water Plan watershed 6-B and is classified for Cold WaterFishes and
Warm Water Fishes, aquatic life, water supply and recreation. The
discharge is not expected to affect publicwater supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 4.2 MGDs.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
WeeklyAverage Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Dissolved Oxygen XXX XXX Report XXX XXX XXXUV
Transmittance (%) XXX XXX Report XXX XXX XXXTotal Residual Chlorine
XXX XXX XXX 0.3 XXX 1.0
2500 NOTICES
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
WeeklyAverage Minimum
AverageMonthly
WeeklyAverage
Instant.Maximum
CBOD5 875 1,400 XXX 25 40 50BOD5
Raw Sewage Influent Report Report XXX Report XXX XXXTotal
Suspended Solids 1,050 1,575 XXX 30 45 60Total Suspended Solids
Raw Sewage Influent Report Report XXX Report XXX XXXFecal
Coliform (CFU/100 ml)
May 1 - Sep 30 XXX XXX XXX 200Geo Mean
XXX 1,000
Oct 1 - Apr 30 XXX XXX XXX 2,000Geo Mean
XXX 10,000
Ammonia-NitrogenMay 1 - Oct 31 585 875 XXX 16 25 33Nov 1 - Apr
30 Report Report XXX Report Report Report
The proposed monitoring requirements and, where appropriate,
effluent limits for implementation of the ChesapeakeBay Tributary
Strategy are as follows for Outfall 001.
Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual MinimumMonthlyAverage Maximum
Ammonia—N Report Report ReportKjeldahl—N Report
ReportNitrate-Nitrite as N Report ReportTotal Nitrogen Report
Report ReportTotal Phosphorus Report Report ReportNet Total
Nitrogen Report 76,711Net Total Phosphorus Report 10,228
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at570-327-3693.
The EPA Waiver is not in effect.
PA0232602 A-1, Industrial, SIC Code 4911, Hummel Station LLC,
4100 Spring Valley, Dallas, TX 75244. FacilityName: Hummel Station
LLC. This existing facility is located in Shamokin Dam Borough,
Snyder County.
Description of Existing Activity: The application is to amend an
existing NPDES permit for a proposed discharge ofcooling tower
blowdown.
The receiving stream(s), Susquehanna River, is located in State
Water Plan watershed 6-B and is classified for WarmWater Fishes and
Migratory Fishes, aquatic life, water supply and recreation. The
discharge is not expected to affectpublic water supplies.
The proposed effluent limits for Outfall 002 are based on a
design flow of 1.553 MGD.Mass (lb/day) Concentration (mg/l)
ParametersAverageMonthly
DailyMaximum Minimum
AverageMonthly
DailyMaximum
Instant.Maximum
Flow (MGD) Report Report XXX XXX XXX XXXpH (S.U.) XXX XXX 6.0
XXX XXX 9.0Free Available Chlorine XXX XXX XXX 0.2 XXX
0.5Temperature (°F) XXX XXX XXX XXX 110 XXXTotal Arsenic Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX
Total Cadmium ReportAvg Qrtly
XXX XXX ReportAvg Qrtly
XXX XXX
Total Chromium 1.65 1.65 XXX 0.2 0.2 0.2Total Copper 0.25 0.51
XXX 0.02 0.04 0.05Dissolved Iron XXX XXX XXX XXX XXX 7.0Total
Thallium Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.25
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at570-327-3693.
The EPA Waiver is not in effect.
NOTICES 2501
PENNSYLVANIA BULLETIN, VOL. 45, NO. 21, MAY 23, 2015
-
Northwest Region: Clean Water Program Manager, 230 Chestnut
Street, Meadville, PA 16335-3481
PA0273058, Sewage, SIC Code 8800, George F. Reeher, 4370 US
Highway 322, Jamestown, PA 16134. Facility Name:George F. Reeher
SRSTP. This proposed facility is located in West Salem Township,
Mercer County.
Description of Proposed Activity: The application is for a new
NPDES permit for a new discharge of treated sewage.
The receiving stream, an Unnamed Tributary to the Big Run, is
located in State Water Plan watershed 20-A and isclassified for
Warm Water Fishes, aquatic life, water supply and recreation. The
discharge is not expected to affect publicwater supplies.
The proposed effluent limits for Outfall 001 are based on a
design flow of 0.0004 MGD.Mass (lbs/day) Concentration (mg/l)
ParametersAverageMonthly Minimum
AverageMonthly
Instant.Maximum
Flow (MGD) Report XXX XXX XXX XXX XXXBOD5 XXX XXX XXX 10 XXX
20Total Suspended Solids XXX XXX XXX 10 XXX 20Fecal Coliform
(CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX XXX
You may make an appointment to review the DEP files on this case
by calling the File Review Coordinator at814-332-6340.
The EPA Waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The
Clean Streams Law
Southeast Region: Clean Water Program Manager, 2 East Main
Street, Norristown, PA 19401, 484.250.5900
WQM Permit No. 1515401, Sewage, Therese Woodman, 120 Calista
Lane, Phoenixville, PA 19460.
This proposed facility is located in Easttown Township, Chester
County.
Description of Action/Activity: Single residence small flow
sewage treatment plant.
Southcentral Region: Clean Water Program Manager, 909 Elmerton
Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
WQM Permit No. WQG01501501, Sewerage, Jeffrey Simmons, Jr., 1858
New Valley Road, Marysville, PA 17053.
This proposed facility is located in Rye Township, Perry
County.
Description of Proposed Action/Activity: Seeking permit approval
for the construction/operation operation of a singleresidence
sewage treatment facility to serve their single family
residence.
WQM Permit No. WQG02381501, Sewerage, South Lebanon Township,
1800 South 5th Avenue, Lebanon, PA17042-7909.
This proposed facility is located in South Lebanon Township,
Lebanon County.
Description of Proposed Action/Activity: Seeking permit approval
for the construction/operation of the Oxford Drive andMonticello
Drive Sanitary Sewer Extension and Pump Station.
WQM Permit No. 0190401, Amendment #1, Sewerage, ARM 2, LLC, Pine
Run Mobile Home Park, 1880 Pine RunRoad, Abbottstown, PA 17301.
This proposed facility is located in Hamilton Township, Adams
County.
Description of Proposed Action/Activity: Seeking permit approval
for the replacement of chlorination/dechlorinationwith ultraviolet
disinfection.
WQM Permit No. 0615402, Sewerage, Amity Township, 2004
Weavertown Road, PO Box 215, Douglassville, PA19548-8971.
This proposed facility is located in Amity Township, Berks
County.
Description of Proposed Action/Activity: Seeking permit approval
for the construction/operation of improvements toPump Stations 2
and 4. Pump Stations 2 and 4 are hydraulically overloaded, both
pump stations are to be expanded totriplex pump stations so that
two pumps can run at any given time.
WQM Permit No. 0115402, Sewerage, Lake Meade Municipal
Authority, 59 Curtis Drive, East Berlin, PA 17316.
This proposed facility is located in Latimore Township, Adams
County.
Description of Proposed Action/Activity: Seeking permit approval
for replacement of a submersible pumping station(PS #3) with a
suction life pumping station with greater capacity.
WQM Permit No. 6715403, Sewerage, Spring Grove Borough, 1 Campus
Avenue, Spring