NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[28 Pa.B. 2827]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated, on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the responsible office considers the public response significant.
Following the 30-day comment period, the Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings, should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Northeast Regional Office: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2511.
NPDES Facility County and Tributary New Permit No. Name and Address Municipality Stream Requirements PA 0061671 Greenfield Township
Sewer Authority
P. O. Box 501
Carbondale, PA 18407Lackawanna
Greenfield TownshipUnnamed
tributary to
Dundaff CreekTRC
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0087815. Sewage, SIC: 6515, Char-Mar Properties, 420 East Conestoga Street, New Holland, PA 17557.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary of the Conestoga River, in Caernarvon Township, Lancaster County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Lancaster Municipal Water Authority located in Lancaster City, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.041 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Residual Chlorine 0.2 0.7 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average The EPA waiver is in effect.
PA 0083038. Sewage, Jack and Betty Waybrant, P. O. Box 4447, Gettysburg, PA 17325.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary to Rock Creek, in Mount Joy Township, Adams County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was the City of Frederick located in Maryland. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.005 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 2.5 XXX XXX 50 Total Suspended Solids 30 XXX XXX 60 NH3-N (5-1 to 10-31) 7.0 XXX XXX 14.00 (11-1 to 4-30) monitor and report XXX XXX monitor and report Total Residual Chlorine Interim monitor and report XXX XXX monitor and report Final monitor and report XXX XXX monitor and report Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 14,000/100 ml as a geometric average The EPA waiver is not in effect.
PA 0080331. Industrial waste, SIC: 4941, Ephrata Area Joint Authority, 114 East Main Street, Ephrata, PA 17522.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary of Cocalico Creek, in Ephrata Borough, Lancaster County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was the Lancaster Municipal Water Authority located in Lancaster City, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.01 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Temperature 110°F as daily average Total Residual Chlorine 0.8 XXX 1.6 pH 6 to 9 The EPA waiver is in effect.
PA 0031135, SIC Code 4952, Sewage, Borough of Kutztown, 45 Railroad Street, Kutztown, PA 19530.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Sacony Creek, in Maxatawny Township, Berks County.
The receiving stream is classified for trout stocking, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was the Reading Area Water Authority located on Lake Ontelaunee. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.5 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) 5-day CBOD (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 5 10 (11-1 to 4-30) 15 30 Total Residual Chlorine (Interim) monitor (Final) 0.29 0.95 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 3,270/100 ml as a geometric average The EPA waiver is not in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.PA 0113719. SIC: 4952, Perry Township Municipal Authority, R. D. 2, Box 37, Mt. Pleasant, PA 17853.
This proposed action is for amendment of an NPDES permit for an existing discharge of treated sewage to the North Branch Mahantango Creek in Perry Township, Snyder County.
The receiving stream is classified for the following uses: trout stocked fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is located at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.03 mgd until plant expansion, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Total Chlorine Residual* 1.0 2.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 su at all times *Total Chlorine Residual limits effective 3 years from permit issuance date. Monitoring and reporting required in the interim.
The proposed effluent limits, based on a design flow of 0.05 mgd after plant expansion, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Total Chlorine Residual 1.0 2.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 su at all times Other Conditions: none.
The EPA waiver is in effect.
PA 0112119. Sewerage, SIC: 4952, All American Travel Plazas, Inc., 1201 Harrisburg Pike, Carlisle, PA 17013.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Limestone Run in Turbot Township, Northumberland County.
The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Sunbury Municipal Authority located at Sunbury.
The proposed effluent limits for Outfall 001, based on a design flow of 0.075 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 1.0 3.3 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times The EPA waiver is in effect.
PA 0209643. Sewerage, SIC: 4952, Laurel Health System, 15 Meade Street, Wellsboro, PA 16901.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage wastewater to Morris Run in Hamilton Township, Tioga County.
The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is the PA/NY border located on the Tioga River 30 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0034 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 2.0 4.6 Fecal Coliforms 200 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA 0027481. Industrial waste, SIC: 4911, Pennsylvania Power Company, One East Washington Street, New Castle, PA 16103.
This application is for amendment of an NPDES permit to discharge untreated springs/seeps from Bruce Mansfield Plant in Shippingport Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, Little Blue Run Mill Creek, classified as a WWF-TSF fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is at the Pennsylvania-West Virginia state border.
Outfall 021: existing discharge, design flow of 0.03 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 Sulfate monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 022: existing discharge, design flow of 3.8 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 023: existing discharge, design flow of 0.014 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 024: existing discharge, design flow of 0.007 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 025: existing discharge, design flow of 0.048 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 026: existing discharge, design flow of 0.006 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfalls 307, 407 and 507: existing discharge, design flows of 3.97 mgd, 3.18 mgd and 2.35 mgd respectively.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Free Available Chlorine 0.2 0.5 Temperature 110°F pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA 0217883. Sewage, Encotech, Inc., P. O. Box 838, Donora, PA 15033.
This application is for issuance of an NPDES permit to discharge treated sewage from Encotech STP in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as drainage swale tributary to Little Chartiers Creek, which are classified as a high quality-warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the West View Borough Municipal Authority on the Ohio River.
Outfall 001: new discharge, design flow of 0.0003 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine monitor and report Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions:
The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0026301. Sewage, SIC: 4592, Erie Sewer Authority, 120 West 10th Street, Erie, PA 16501 and the City of Erie, Municipal Building, Erie, PA 16501.
This application is for renewal of an NPDES permit to discharge treated wastewater to Lake Erie (Outer Erie Harbor and Presque Isle Bay) in the City of Erie, Erie County. This is an existing discharge from a POTW.
The receiving water is classified for warm water fishery, water supply and recreation. There is no downstream potable water supply to be considered for the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics.
The proposed effluent limits, based on a design flow of 68.6 mgd, which includes the flow from a significant industrial user, which revises CBOD and total suspended solids limits beyond secondary.
Outfall Nos. 001 and 101
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 45 67 90 TSS 70 105 140 Total Phosphorus (as P) 1.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Total Residual Chlorine (Interim) monitor and report (Final) 0.5 1.6 Color monitor and report pH 6.0--9.0 at all times Whole Effluent Toxicity monitor and report The EPA waiver is not in effect.
PA 0210269. Industrial waste, SIC: 3676, Keystone Thermistor Corporation, Congress Street, Mt. Jewett, PA 16740.
This application is for renewal of an NPDES permit, to discharge noncontact cooling water and stormwater to an unnamed tributary to Kinzua Creek in Mt. Jewett Borough, McKean County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 114 miles below point of discharge.
The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfalls Nos. 001, 002 and 004
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) These discharges shall consist of stormwater only. pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.008 mgd, are:
Outfall No. 003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitoring only Oil and Grease 15 30 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.001 mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitoring only pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0002429. Industrial waste, SIC: 3312, Caparo Steel Company, Inc., 15 Roemer Boulevard, Farrell, PA 16121.
This application is for renewal of an NPDES permit, to discharge treated industrial waste, noncontact cooling water, and stormwater to Shenango River in the City of Farrell, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is PA-American Water Co. on the Shenango River located at New Castle, approximately 16 miles below point of discharge.
The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfalls Nos. 002, 006 and 007
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Refer to Special Condition A in Part C. The proposed discharge limits, based on a design flow of .165 mgd, are:
Outfall No. 203
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids XX 38 Oil and Grease 15 XX 30 Iron XX pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of .165 mgd, are:
Outfall No. 003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Oil and Grease 15 XX 30 Aluminum XX Iron 3.0 6.0 7.5 Zinc .5 1.08 1.2 Temperature** pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
**Refer to Special Conditions B and D in Part C.
The proposed discharge limits, based on a design flow of .259 mgd, are:
Outfall No. 104 (Formerly Perox 001)
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 65 130 165 Oil and Grease 15 30 Lead .6 1.2 1.5 Zinc XX XX 1.5 Copper .4 .8 1.0 Iron 1.5 3.0 3.75 pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of 5.04 mgd, are:
Outfall No. 204
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids Oil and Grease XX pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of .28 mgd, are:
Outfall No. 404
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids XX XX 43 Lead XX XX .26 Zinc XX XX .39 Iron XX pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of 1.3 mgd, are:
Outfall No. 504
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids XX XX 309 Oil and Grease XX 30 Iron XX pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of .072 mgd, are:
Outfall No. 604
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids XX XX 112.4 Oil and Grease XX XX 37.5 Iron XX Lead XX XX .42 Zinc XX XX .37 Naphthalene XX XX Tetrachloroethylene XX XX Nickel XX XX 1.3 pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of .158 mgd, are:
Outfall No. 704
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Lead XX XX .42 Zinc XX XX .63 Total Suspended Solids XX XX 32.6 Oil and Grease XX XX 14.4 pH 6.0--9.0 at all times XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of 12.94 mgd, are:
Outfall No. 004
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Oil and Grease 15 30 Iron 4.0 Aluminum 1.6 3.2 4.0 Cadmium (Interim) XX (Final)**** .0035 .007 .009 Silver (Interim) XX (Final)**** .003 .006 .01 Copper (Interim) .04 .08 .1 (Final)**** .017 .034 .043 Lead .009 .018 .023 Temperature (Interim)*** (Final)*** Hexavalent Chromium .01 .02 .025 Zinc .15 .3 .375 pH 6.0--9.0 at all times ***Refer to Special Conditions B and D in Part C.
****Refer to Special Condition I in Part C.
XX--monitor and report on monthly DMRs.
The proposed discharge limits, based on a design flow of .288 mgd, are:
Outfall No. 205
Deleted from Permit
The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Refer to Special Condition A in Part C. The EPA waiver is not in effect.
Applications--NPDES Minor Renewals
Southcentral Regional Office: Water Management Program, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110, (717) 705-4707.
NPDES Facility County and Tributary New Permit No. Name and Address Municipality Stream Requirements PA 0081141 Locust Wood MHP
Holtzman Road,
Reinholds, PA 17569Lancaster
E. Cocalico
TownshipUNT to Little
Cocalico CreekTRC
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