6-2018 Site Plan for WWTP Site.pdf

PDF 1 MB Posted Apr 6, 2026

Attached to: Treatment Plant Solar Project
Solicitation number: Not on record
Issued by: York County, Pennsylvania

About this file

Written by GovTribe AI · Apr 13, 2026

This is a Site Plan document for the Eastern York County Sewer Authority's Wastewater Treatment Plant located at 400 Friendship Avenue in Hallam, Pennsylvania, prepared by C.S. Davidson, Inc., a civil engineering firm. The existing conditions plan depicts the facility layout as of October 2, 2018, and includes detailed site infrastructure such as sequencing batch reactors, digester basins, blower buildings, pump stations, pre-equalization tanks, office and laboratory buildings, stormwater management systems, and associated utilities. The plan identifies the influent pump station as subject to replacement under Contracts Nos. 1, 2, and 3. The site encompasses multiple parcels owned by the Eastern York County Sewer Authority, Hallam Borough, John M. Fry Jr., and New Buttonwood II, L.P., with the facility situated along Kreutz Creek. The document establishes benchmark elevation data, floodplain designations based on a base flood elevation of 338.00 feet, and minimum structural elevation requirements for new construction at 339.50 feet for habitable floors and 341.00 feet for electrical equipment. Existing permits include NPDES-PA0081591, WQM Part II-6795415 Amendment No. 10-1, and Hallam Borough zoning compliance documentation.

The site plan documents existing utility infrastructure including sanitary sewer lines, storm drainage systems, water service from an on-site well, gas lines, electric service from Met-Ed (GPU accounts 32262-24585 and 32263-24577), and telephone facilities. Wetland boundaries are identified from the National Wetlands Inventory and delineation conducted by Thomas J. Warman on January 7, 2016. The plan notes that the existing blower building operates at elevation 338.86 feet (0.64 feet below the habitable floor limit), the office and laboratory building at 338.26 feet (1.24 feet below limit), while the standby generator at 340.57 feet exceeds requirements by 1.07 feet. The proposed pump station replacement includes a slab at elevation 339.50 feet, meeting the habitable floor limit. Zoning designates portions of the property as Residential-Outlying (R-O) and Industrial (I), with building setback requirements of 25 feet front, 10 feet side, and 30 feet rear. The archaeological site "Wilson Springs" is noted within the survey area, and the facility maintains an 8-inch PVC outfall pipe discharging to Kreutz Creek with various internal conveyance systems depicted throughout the treatment process flow.

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AutoCAD SHX Text N 64°49'09" E 300.00'

AutoCAD SHX Text S 25°10'51" E 200.00'

AutoCAD SHX Text S 64°49'09" W 300.00'

AutoCAD SHX Text N 25°10'51" W 200.00'

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AutoCAD SHX Text EXISTING BUILDING DESCRIPTIONS DIGESTER BASIN SEQUENTING BATCH REACTOR #1 SEQUENTING BATCH REACTOR #2 BLOWER BUILDING (POST EQUALIZATION TANK BELOW) STANDBY GENERATOR PUMP STATION (TO BE REPLACED) PRE-EQUALIZATION TANK PRE-EQUALIZATION TANK OFFICE BUILDING MET-ED TRANSFORMER DIGESTER TANK STORMWATER MANAGEMENT SEEPAGE BASIN STORAGE AREA DECANT PIT VALVE VAULT

AutoCAD SHX Text FLOODPLAIN NOTES: * 100-YEAR FLOODPLAIN BASED UPON BASE FLOOD ELEVATION (BFE = 338.00). BFE TAKEN FROM FLOOD INSURANCE STUDY DATED 12/16/15 FOR YORK COUNTY. BFE OF 338.00 DETERMINED BY UPSTREAM CROSS-SECTION CU FOR KREUTZ CREEK. (TO BE USED FOR REGULATORY PURPOSES.) ** 100-YEAR FLOOD EMERGENCY MANAGEMENT AGENCY (FEMA) FLOODPLAIN AND FLOODWAY AS SHOWN ON FLOOD INSURANCE RATE MAP 42133C0238F DATED 12/16/2015 (SHOWN FOR INFORMATIONAL PURPOSES ONLY). HABITABLE FLOOR ELEVATION FOR NEW STRUCTURE ESTABLISHED AT 339.50 (338.00 + 1.50'). MINIMUM ELEVATION OF ALL ELECTRICAL EQUIPMENT FOR NEW STRUCTURE ESTABLISHED AT 341.00 (338.00 + 3.00').

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AutoCAD SHX Text UTILITY LEGEND SANITARY SEWER MANHOLE & LINE STORM SEWER INLET & PIPE UTILITY MANHOLE WATER VALVE WELL WATER LINE GAS LINE OVERHEAD ELECTRIC & TELEPHONE LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND ALUM LIGHT UTILITY POLE GUY WIRE CLEANOUT SEWER VALVE

AutoCAD SHX Text SYMBOL LEGEND CONTOUR LINE CONTOUR INDEX LINE EDGE OF ROAD RIGHT OF WAY LINE PROPERTY LINE EDGE OF DRIVEWAY CURB CONCRETE SIDEWALK EDGE OF STREAM 100-YEAR BFE FLOODPLAIN 100-YEAR FEMA FLOODPLAIN 100-YEAR FEMA FLOODWAY FENCE LINE EDGE OF WETLANDS RIP-RAP BUILDING TREE LINE BRUSH LINE TREES SIGN MISCELLANEOUS POST BENCHMARK

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AutoCAD SHX Text HABITABLE STRUCTURE ELEVATIONS EXISTING BLOWER BUILDING HAS A FIRST FLOOR ELEVATION OF 338.86; 0.64' BELOW HABITABLE FLOOR LIMIT OF 339.50. ALL PROCESS EQUIPMENT AND ELECTRICAL CONTROLS ABOVE FLOOD PLAIN. STANDBY GENERATOR HAS A FIRST FLOOR ELEVATION OF 340.57; 1.07' ABOVE HABITABLE FLOOR LIMIT OF 339.50. OFFICE AND LABORATORY BUILDING HAS A FIRST FLOOR ELEVATION OF 338.26' 1.24' BELOW HABITABLE FLOOR LIMIT OF 339.50. PROPOSED SLAB FOR PUMP STATION HAS A FLOOR ELEVATION OF 339.50; 0.00' ABOVE HABITABLE FLOOR LIMIT OF 339.50. STORAGE AREA LOCATED OUTSIDE OF 100-YEAR FLOODPLAIN.

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AutoCAD SHX Text WETLANDS NOTES: *** THE APPROXIMATE WETLAND BOUNDARIES SHOWN ARE TAKEN FROM THE NATIONAL WETLANDS INVENTORY MAP, COLUMBIA WEST, PA, DATED 1987. ****EXISTING WETLANDS WERE DELINEATED BY THOMAS J. WARMAN, WETLANDS SCIENTIST ON JANUARY 7, 2016.

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AutoCAD SHX Text UTILITY NOTE: PRIMARY SERVICE LINES FOR ELECTRIC, TELEPHONE AND WATER FACILITIES ARE SHOWN ON THIS PLAN. THE LOCATION OF INTERNAL ELECTRIC, TELEPHONE, WATER, PROCESS, BLOWER AND PLUMBING FACILITIES ARE NOT SHOWN ON THE EXISTING CONDITIONS PLAN. SEE CONTRACT DRAWINGS FOR EXISTING, PROPOSED AND FUTURE LOCATIONS.

AutoCAD SHX Text BENCHMARK: TOP SPIKE IN MET ED POLE NO. 32262-24585 ON NORTH SIDE OF ENTRANCE DRIVE OPPOSITE EDGE OF PAVING. ELEVATION = 338.20

AutoCAD SHX Text PERMITS ISSUED FOR EXISTING CONSTRUCTION: PADEP: NPDES-PA0081591 NPDES-PA0081591 PADEP: WQM PART II-6795415 AMENDMENT NO. 10-1 HALLAM BOROUGH: HB11-001

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AutoCAD SHX Text N/F Hallam Borough UPI #66-000-02-0110.00-00000 Record Book 1724, Page 2938 "Clayton Ely Emig Memorial Park"

AutoCAD SHX Text N/F John M. Fry, Jr. UPI #66-000-03-0156.00-00000 Record Book 2297, Page 7599

AutoCAD SHX Text N/F Eastern York County Sewer Authority (UPI #66-000-03-0003.E0-00000, Plan Book NN, Page 750)

AutoCAD SHX Text N/F John M. Fry, Jr. UPI #66-000-03-0156.00-00000 Record Book 2297, Page 7599

AutoCAD SHX Text N/F New Buttonwood II, L.P. UPI #66-000-03-0150.00-00000 Record Book 2087, Page 3111

AutoCAD SHX Text To East Market Street (S.R. 0462)

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AutoCAD SHX Text Sign "Eastern York County Sewer Authority Wastewater Treatment Plant 400 Friendship Avenue, Hallam" (3.33'x3.33'x3.9' Wide)

AutoCAD SHX Text Kreutz Creek

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AutoCAD SHX Text Residential Building

AutoCAD SHX Text Kreutz Creek

AutoCAD SHX Text 8" PVCOutfall Pipe Inv.=322.8

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27"%%C CMP

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* 100-Year BFE Floodplain (Elev.=338.00)

AutoCAD SHX Text ** 100-Year FEMA Floodplain

AutoCAD SHX Text ** 100-Year FEMA Floodway

AutoCAD SHX Text Sewer MH 131 T/Rim=327.95 Inv. In=317.67 Inv. Out=317.53

AutoCAD SHX Text Sewer MH 130 T/Rim=335.55 Inv. In=317.27 Inv. Out=317.17

AutoCAD SHX Text N/F Hallam Borough UPI #66-000-02-0110.00-00000 Record Book 1724, Page 2938

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AutoCAD SHX Text Residential Building

AutoCAD SHX Text To Susquehanna River

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27"%%C SLPP

AutoCAD SHX Text T/G=342.15 Inv.=337.65

AutoCAD SHX Text Sewer MH 420A

AutoCAD SHX Text Inv.=335.64

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AutoCAD SHX Text Met Ed-GPU 32263-24577

AutoCAD SHX Text Friendship Avenue

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15" SLPP

AutoCAD SHX Text T/G=349.64 Inv.=346.4

AutoCAD SHX Text T/G=349.69 Inv.In=346.4 Inv. Out=345.8

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48"%%C RCP

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AutoCAD SHX Text Storm Inlet T/G=343.89 Inv.=338.09

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15"%%C SLPP

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24" SLPP

AutoCAD SHX Text T/G=344.70 Inv.=341.5

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AutoCAD SHX Text T/G=344.76 Inv. In 24" =340.3Inv. Out 24" =340.2Inv. In 15" =341.0

AutoCAD SHX Text Sewer MH 421 T/R=344.29 Inv.=329.88

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18"%%C SLPP

AutoCAD SHX Text E/Macadam E/Cr. Stone

AutoCAD SHX Text B.M. Elev. 338.20

AutoCAD SHX Text Storm Inlet T/G=341.32 Inv.=338.01

AutoCAD SHX Text Inv. 48" RCP=335.71

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AutoCAD SHX Text Inv. 18" SLPP=335.87

AutoCAD SHX Text Met Ed-GPU 32262-24585

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AutoCAD SHX Text Deed Book 88Q, Page 7

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AutoCAD SHX Text Macadam

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AutoCAD SHX Text Loose Stone

AutoCAD SHX Text Blower Intake Pipes

AutoCAD SHX Text Pedestrian Gate

AutoCAD SHX Text Well (260' Deep, 56' Casing Pipe, 20 GPM)

AutoCAD SHX Text 6' High Chain Link Fence

AutoCAD SHX Text Discharge MH T/R=337.73 Inv.=324.63

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AutoCAD SHX Text Sewer MH 420 T/R=336.65 Inv.=327.95

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15" SLPP

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24" SLPP

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RESIDENTIAL OUTLYING ZONE (RO) INDUSTRIAL ZONE (I)

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BUILDING SETBACKS: FRONT=25'; SIDE=10'; REAR=30'

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ZONING: RESIDENTIAL-OUTLYING (R-O)

AutoCAD SHX Text Archeological Site "Wilson Springs"

AutoCAD SHX Text Beam with Pipe Support

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AutoCAD SHX Text ** 100-Year FEMA Floodplain

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BY:

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CONSTRUCTION RECORDS

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PLANS CONFORMED TO

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DATE:

File details come from the government source that posted it. Updated Apr 13, 2026.